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CAS-34_AUTOBAHN MOTORPLEX - LOCATED WEST OF AUDUBON---- - �; le June 23, 2016 1;DC CITY OF aod(_3q CIIANNSEN Mr.SCOtt Johnson �v p lei. 7700 Market Boulevard PO Box 147 City Administrator Chanhassen, MN 55317 City of Medina 2052 County Road 24 Administration Medina, MN 55340 Phone: 952.227.1100 Fax: 952.227.1110 Re: Chanhassen Auto MotorPlex Building Inspections Dear Mr. Johnson: Phone: 952.2271180 Fax: 952.22T1 190 I am often asked to write letters of recommendation, be it for prospective college Engineering students or city council members seeking appointment to boards and commissions. In Phone: 952.227.1160 this case, I would like to provide what is essentially an unsolicited letter fully Fax: 952.2271170 supporting Bruno Silikowski and his development of the Chanhassen Auto Motorplex. I appreciated his guidance and thoughtfulness throughout what ended up Finance being a wonderful addition to the City of Chanhassen. Bruno and his team did a great Phone: 952.2271140 job identifying the core elements that this project needed to consider, which included Fax: 952.227.1110 high-quality building materials, professional landscape plans, and an overall master Park d Recreation plan that blended in with the natural beauty of the Bluff Creek corridor and the Phone: 952,22T1 120 numerous wetlands that surrounded the site. Fax: 952.22T11 10 Based on the final outcome, I believe Mr. Silikowski has the experience and potential Recreation Center to duplicate this project elsewhere without hesitation. He was always available and 2310 Coulter Boulevard looking out for potential disruptions to surrounding neighborhoods, and kept the city Phone: 952.227.1400 updated on his progress. With that said, I would strongly recommend Mr. Silikowski Fax: 952.227.1404 as a quality developer that follows through on his promises. Planning d Natural Resources Sincerely, PFax:952.227111300 Fax: 952227.1110 Public Works 7901 Park Place Todd Gerhardt Phone: 952.227.1300 Fax: 952.227.1310 City Manager Senior Center TG:ms Phone: 952.227.1125 Fax: 952.227.1110 Website www.ci.chanhassen.mn.us Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow Building Inspections June 23, 2016 CITY OF CHANMSEN I am highly recommending Bruno Silikowski as a quality developer of the Mr. Bob Mitchell 7700 Market Boulevard Mayor PO Box 147 Chanhassen, MN 55317 City of Medina 2052 County Road 24 Finance Medina, MN 55340 Administration support our local businesses and charities. Phone: 952.2271100 Fax 952.2271710 hAtMtrplex Re: Chanhassen Auto oo Building Inspections Dear Mayor Mitchell: Phone. 952.227.1180 Fax: 952.227.1190 I am highly recommending Bruno Silikowski as a quality developer of the Chanhassen Auto Motorplex. It is with much appreciation that I write this letter of Engineering Phone: 952.227.1160 support for Mr. Silikowski's outstanding efforts and dedication in developing the Fax: 952.227.1170 Chanhassen Auto MotorPlex. This development has turned out to be a high-quality project and community gathering spot for their "Cars and Coffee" events during the Finance summer months. Another important benefit of a project like this is how much they Phone: 952.227.1140 support our local businesses and charities. Fax: 952.227.1110 I am confident in recommending Mr. Silikowski with his impressive knowledge in Park & Recreation Phone: 952.227.1120 the commercial development process, and ability to maintain the utmost integrity and Fax: 952.227.1110 professionalism. He has the ability to understand a community's desire for a high- quality development that everyone would be proud of, now and into the future. Recreation Center 2310 Coulter Boulevard If you have any questions about the Chanhassen Auto MotorPlex development, please Phone: 952.227.1400 do not hesitate to reach out me. I wish you the best as you work towards your future Fax: 952.227.1404 project and hope that you have the same success as we have had in Chanhassen. Planning B Natural Resources Sincerely, Phone: 952.227.1130 Fax: 952.2271110 Public Works 7901 Park Place D y Lauf ger Phone: 952.227.1300 Fax: 952.227.1310 Mayor Senior Center gAadminlgVL4a ce206-22-2016.docx Phone: 952.227.1125 Fax: 952.227.1110 Website www.ci.chanhassen.mn.us Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow ocO-3`f Format Dynamics :: CleanPrint :: http://www.startribune.com/lifestyle/homegardeiVl28359633.html?pag... Page 1 of 3 Star"firibune Continued: Garage to your dream home - minus the house Article by: , Star Tribune Last update: August 25, 2011 - 9:11 AM Drew and Janet Richardson sold their house and bought two condominiums: One for them, and one for their cars. The empty -nesters wanted their six -car garage but not the four-bedroom house connected to it. "We decided to downsize the house but not the garage," he said. They moved their British sports cars to the AutoMotorPlex, a Chanhassen complex that is the only one of its kind between Chicago and Los Angeles. The deluxe garage condominiums serve as the ultimate man cave after being outfitted with the likes of 80 -inch flat -screen TVs, full kitchens, plush living rooms and even basketball courts for the kids to play on while Dad tinkers with a timing belt. Advertisement l =; r bttp://startnbune.com Most of the owners, who paid from $39,000 to $100,000 for their spaces even before outfitting them with the extras, don't think of them as merely garages. "It's an urban cabin," Tony Abena said of his space, where he keeps his dad's old farm pickup and mementos from his grandfather. "When life gets busy, its a place I can come hang out with my four kids" Bonding is a big part of the complex's appeal -- from poker games to birthday and graduation parties. Father -and -son garage owners Joe and Jeff Stoebner have even hosted holiday dinners in their garage. "We moved the cars out of the way and had 40 people in here for Thanksgiving dinner last year," Joe Stoebner said. "Our wives thought it was a great idea. If a kid spills gravy on a carpet, you've got a stain. Here, we just hose down the floor and get out a squeegee." Despite the listless economy, business is booming. Of the 135 units that founder Bruno Silikowski has built so far, only two are unsold. He plans to break ground on more garages in September. In retrospect, he thinks the recession helped FRAIVKIE VALLI & THE FOUR SEASONS THURSDAY, OCTOBER 27 My S +; 4 LAKE ON SALE NOW s"10-.0TfI M...eonumgaesw.mae„>nn•w�a+,.��m, mysticlake.com Print Powered By r>ynarr�. SCANNED httn://wwwstartrihune.com/temnlates; fdcn?unioue=1314285008443 8/25/2011 Format Dynamics:: C1eanPrint :: http://www.startribune.com/lifestyle/homegarden/128359633.htm1?pag... Page 2 of 3 pont your StarTribune mobile b`°w�rt° . `�� htt;Wstartribune.com business. "The baby boomers wanted to give up their bigger homes while keeping their toys," said Silikowski, who is looking into opening additional car condos, which got their start in New York City, where parking space is always at a premium. Community spirit The 40 -acre complex, complete with paved roads and a clubhouse for social gatherings, looks like a fancy mini -storage, with a Tudor twist. The cars run the gamut, from the classics to ultra -high-end sports cars. One garage holds a collection of Mustangs spanning five decades. The next is full of '60s muscle cars and adjacent to that is one that stores a Lamborghini. For the owners, it's all about spending time with people who share their passion for internal combustion. "it was the atmosphere that attracted me," said Terry Larson, whose collection includes cars from the '30s, '40s and '50s. "I just love the feel of it, the camaraderie. You're among people with the same mindset. You can walk down the row of garages and always find someone to talk cars with." The pride of his collection is a 1957 Chevrolet Bel Air. "It's the first car I ever owned," he said. "One like it, actually; not this particular car. When I was a teenager, my cousins and I rebuilt the engine of that car, but it blew up. That might have had something to do with the fact that when we got done, we had a whole box of parts left over." Gearheads galore Raj Mehta, who spends his free time working on a stock car he races, said that no one has to worry about a failed engine rebuild now because the owners always are willing to lend a hand to one another. "Everybody's got something they're good at, and they're willing to share. I'm no good at w elding, for instance. But if I need to weld, I know that I can find somebody who is good at it who will come help me," he said. While Mehta's is a working garage, Silikowski calls others "art garages,' where owners put their collections on display. And then there are garages like the one owned by Wayne Srsen, who was talked into chipping in on a space with his car -fanatic business partners, Donn LaVoie and Don BLONDIE -� SUNDAY, SEPTEMBER 4 ON SALE NOW! MYS+,c LAKE. 4 CASINO • MOTet l i ...•A>•a«,�,,�a��..���,..,e.�..«...-,... mysticlake.com Print Powered By d Dynamics httn://www.startribune.com/temnlates/fdcn?unioue=1314285008443 8/25/2011 Format Dynamics:: C1eanPrint :: http://www.startribune.com/lifestyle/homegarden/128359633.html?pag... Page 3 of 3 StarTribune Huizenga. N was driving a Camry, so I bought a Camaro just so I would fit in," said Srsen, who confessed that his notion of "working on a car" is to wash and wax it. N still don't know anything about cars, but I love being here." (For the record, his car has an impressive shine.) "It's like a country club, except instead of golf, this is about the cars," Huizenga said. To maintain the country club aura, Silikowski arranges social events, some for owners only and others open to the public. The highest -profile event takes place the first Saturday of the month from April to October. Anyone who owns a collector, vintage or high-end sports car is welcome to display it, and anyone can come and gawk for free. As many as 2,000 people turn out for the shows, which draw cars worth upwards of $1 million. "We probably have more than $40 million worth of cars on display here right now," Silikowski said on a recent Saturday. Pricey kickstand Silikowski, who collects sports cars, got the Advertisement idea for the complex from one of his kids, in a roundabout sort of way. "I came home one day and found that one of the kids had rested his bicycle against my Porsche," he said. "He was using my Porsche as a kickstand!" He started looking for a place to store his cars, something that was secure, private, provided easy access and was heated so he c ould work on his collection in the winter. He couldn't find a place that fit the bill, so he built his own, opening it in 2007. With the condos selling so well, he's likely to run out of expansion room before long, but he hasn't run out of plans. He's looking at starting other locations in the Twin Cities area, including one that would have a private racetrack. "We've got a place to keep the cars," he said. "Now we need a place to drive them." Jeff Strickler • 612-673-7392 THE POINTER SISTERS AND THE TEMPTATIONS THURSDAY, OCTOBER 13 MY5+1c LAKE ONSALE NOW! CASINO. HOTEL mysticlake.com Print Powered By I Dynamics httn://www.startribune.com/temnlates/fdcn?unioue=1314285008443 9/25/2011 Status I?eport Wednesday, October 15, 2014 Plan Jul 2000 Au ust 2000 M'' r 2000 S M T W T F S S M T W T F S T F SO 2 3 4 522...3..4...5 _5... _..8.......8...9..10 1112.....8 ..9li 10 11 12 131�4�15 18�14�i5'1617'18*{;} 141516i8i i i8*19 20 21 22 20 2i'2223 23 25 26 21 32'232J 02G 35 25 2] IB� .2].28 29.30 31......... 21) 29 36 Securities Istart Due S P Category Descriplion I 10'15/2014 1 b I S 2014 O Cash Escrow Autobahn Motorplex Planning Case 06-34 $5,637.60 Landscape Escrow Check #117 from Autobahn MotorPlex, LLC Receipt No. 60227 Notify Bob Generous 7/31/08 - Notified Jill to inspect site. Per Jill, hold until 9/30/08 for reinspection at that time. Kim 10/2/08 - Per Jill, check status 6/1/09. 7/2/09 - Notified Bob & Jill. Kim 7/7/09 - Per Jill site is incumpleted. Check Status 8/17/09. Kim 8/17/09 - Notified Bob/JB1. 8/20/09 - Per Jill site remains incomplete. Check status 6/15/10 9/16/09 -Per Jillchmkstatus7/15/l0. Kim 7/15/10 -Notified Jill/Bob. Kim 928/10 - Per Jill site is incomplete. Some buildings are still under construction. Conti 6/6/11 - Notified Jiff/Bola by email. Kim 8/3/11 - Per Jill the landscaping is unfinished. Check status 6/15/12. Kim 8/1/12 -Per Bob the landscaping is still unfinished. Check status 6/15/13. Kim 6/17/13 - Notified Bob/Jiff. Per Jill, continue to hold as landscape requirements have not yet been met. Check status 9/1/13. Kim 911/13- Notified Bob/Jill. Kim 9/3/13 - Per Jill the applicant is currently working on completing the landscaping. Check status 11/1/13. Kim 11/1/13 - Notified Bob/Jill. Per Jill continue to hold. Check status 6/15/14. Kim 6/16/14 -Notified Jill. Kim Per Jill check status 7/15/14. Kim 7/15/14 - Notified Jill. 7/15/14 - Per Jill, still waiting for developer (Borne) to request final inspection. Check status 10/15/14. Kim 10/9/14 - Per Jill, okay to release entire escrow. Notified Finance on 10/16/14. Activity closed. Kim ............................................................................................................................................................................................................................ otca.pw.cnn.tcoro. eevuv2ouazso ru s=seru P-Pr�alr oWt SCANNED Meuwissen, Kim From: Sinclair, Jill Sent: Thursday, October 16, 2014 2:47 PM To: Washburn, Danielle Cc: Meuwissen, Kim Subject: FW: autobahn motorplex Hi Danielle, The escrow can be released. Bruno asked that it be sent to the Plymouth address. Thanks, Jill Sinclair Environmental Resources Specialist City of Chanhassen 952-227-1133 From: Sinclair, Jill Sent: Thursday, October 09, 2014 11:06 AM To: Meuwissen, Kim Subject: autobahn motorplex Hi Kim. The landscape escrow for the motorplex can be released! Jill Sinclair Environmental Resources Specialist City of Chanhassen 952-227-1133 1 ESTIMATE Name: Autobahn Motorplex Address: Audubon Rd Chanhassen, MN 55317 RECEIVED DEC 1 7 2007 CITY OF CH 'Ai;i.ASf chi LAN -DE -CON. INC. P.O. BOX 308 15 BRENTWOOD AVENUE EXCELSIOR, MN 55331 OFFICE: 952474-2260 FAX: 952474-0155 Site: Autobahn Motorplex Date: 4/25/07 TY ITEM SIZE/UNIT UNIT PRICE TOTAL Site/Parking/Blvd. 65 Overstory Trees (Summit Ash, Sienna Glenn Maple) 2.5" BB $250.00 $16,250.00 17 Evergreens (8' to be counted as Oversto 8' BB $325.00 $5,525.00 $21,775.00 Audubon Road Buffer 14 Oversto 2.5" BB $275.00 $3,850.00 20 Ever 6'1313 $260.00 45,200.00 15 Ornamental 1.5"/6' BB $215.00 $3,225.00 35 Shrubs #5 CONT $30.00 $1,050.00 $13,325.00 North Prop. Line Buffer (Near Pond) 12 Willow cuttings 3/< to 1.5" $25.00 $300.00 17 Corkscrew Willow—BR 1.25" $60.00 $1,020.00 17 Siouxland Poplar - BR 1.5" $60.00 $1,020.00 15 Red Twig Dogwood 3# CONT $30.00 $450.00 $2,790.00 Sod/Seed/Irrigation System Entry Drive & Phase I $18,486.900 Grand Total: $56,376.00 CITY OF CHANHASSEN P 0 BOX 147 CHANHASSEN MN 55317 12/17/2007 2:55 PM Receipt No. 0060227 CLERK: lisa PAYEE: Autobahn MotorPlex LLC Planning Case 06-32 - Landscape Escrow ------------------------------------------------------- Landscape Escrow 5,637.60 Total Cash Check 001177 Change 5,637.60 0.00 5,637.60 0.00 Autobahn MotorPlex, LLC Check Number: 001177 To: City of Chanhassen 1010 Date: 12/13/2007 Invoice Number Date Voucher Number PO Number Description Amount Paid Amount 12/14/07 12/13/2007 00000000000000166 Landscaping Deposit $5,637.60 $5,637.60 TOTALS: $5,637.60 $5,637.60 Finance October 24, 2013 CITY OF Fax 952.2271110 Mr. Bruno Silkowski CBANgASSEN Autobahn Motorplex 7700 Market Boulevard 3615 Zircon Lane N PO Box 147 Plymouth, MN 55446-2878 Chanhassen, MN 55317 yellow on the included landscape plan. Since the final layout of the development Recreation Center Dear Bruno, Administration This letter is to recap our meeting today regarding the outstanding landscaping issues at Phone:952.2271100 Fax: 952.227.1110 Autobahn Motorplex. We agreed that the development has a required quantity of trees as Fax: 952.227.1404 listed on the approved landscape plan dated October 27, 2006. You have requested to Building Inspections submit a revised landscape plan for the development showing the required number of Phone: 952.227.1180 trees, but placed in different locations. The deadline to submit this plan to the city is Fax: 952.227.1190 November 27, 2013. Once the plan is submitted, it will be reviewed for compliance and Engineering given final approval if all requirements are met. Phone: 952.227.1160 Fax: 952.227.1170 The issues listed below remain and should be addressed in the revised plan. Finance Plantings Phone: 952.227.1140 Fax 952.2271110 • All dead and dying trees must be replaced before final approval of the Fax: 952.227.1310 landscaping will be given. Park & Recreation • Areas adjacent to buildings and curblines shall be deemed complete with Phone: 952.227.1120 • 34 trees still need to be planted on site. The missing trees are color coded in Fax: 952.227.1110 yellow on the included landscape plan. Since the final layout of the development Recreation Center is different than the approved landscape plan, the locations of the trees may be 2310 Coulter Boulevard altered and are not required to be planted in the exact locations shown on the Phone: 952.227.1400 plan. It is required that the trees be located near the pavement and buildings, Fax: 952.227.1404 unless otherwise approved. Planning & Natural Resources � Trees must be a minimum size of 2.5" diameter and of an overstory species such Phone: 952.2271130 as oak, maple, linden, hackberry, elm, honeylocust, or other as approved by the Fax: 952.227.1110 city. Ash is not an acceptable species. Public Works 7901 Park Place Phone: 952.227.1300 Sod and irrigation/Ground cover Fax: 952.227.1310 • Areas adjacent to buildings and curblines shall be deemed complete with Senior Center acceptable ground cover. Depending on the area, acceptable ground cover Phone: 952.227.1125 includes sod and irrigation, rock, or wood mulch and landscape fabric. Fax: 952.2271110 Web Site • Generally, areas along the north property line shall be sodded and irrigated as www.ci.chanhassen.mn.us shown on the approved landscape plan. Chanhassen is a Community for Life - Providing for Today and Planning tor Tomorrow • Generally, areas under decks may be sodded and irrigated or covered in landscape rock and edged. • Generally, areas with plantings such as shrubs or perennials shall be mulched with wood chips and underlain with landscape fabric. • Since the final layout of the development is different than the approved landscape plan, the locations of sodded areas may be different than what is shown on the plans. Sod and irrigation is to be installed in areas adjacent to buildings and curb lines, but is not expected on sloped areas. • The area color coded purple (near the retaining wall on the south side of the property) on the landscape plan has erosion and must be stabilized. I anticipate and appreciate your cooperation in this matter. If you have any questions regarding the landscaping, please contact me. Sincerely, JJ Sinclair Environmental Resource Specialist 952-227-1133 Recreation Center • Trees must be a minimum size of 2.5" diameter and of an overstory species such 2310 Coulter Boulevard as oak, maple, linden, hackberry, elm, honeylocust, or other as approved by the Phone: 952.227.1400 city. Ash is not an acceptable species. Fax: 952.227.1404 Planning & August 16, 2013 CITY OF Sod and irrigation/Ground cover Fax: 952.227.1110 Mr. Bruno Silkowski CHANIIASSEN Autobahn Motorplex 7700 Market Boulevard 3615 Zircon Lane N PO Box 147 Plymouth, MN 55446-2878 Chanhassen, MN 55317 Fax 952.2271310 Dear Bruno, Administration Phone: 952.2271100 In an effort to document progress and encourage completion of the landscaping Fax: 952.227.1110 requirements for AutoMotorPlex, I am sending notes on the outstanding items for the Phone: 952.2271125 site. I have also included the approved landscape plan with color coded details. The Building Inspections deadline to complete all landscape items for the site is Nov. 1, 2013. Phone: 952.227.1180 landscape rock and edged. Fax: 952.2271190 Plantings Engineering • All dead and dying trees must be replaced before final approval of the PFax:952.227.1170 landscaping will be given. Fax: 952.2271170 Finance • 34 trees still need to be planted on site. The missing trees are color coded in Phone: 952.227.1140 yellow on the included landscape plan. Since the final layout of the development Fax: 952.2271110 is different than the approved landscape plan, the locations of the trees may be altered and are not required to be planted in the exact locations shown on the Park Recreation plan. It is required that the trees be located near the pavement and buildings, Phone::952.2271120 Fax: 952.227.1110 unless otherwise approved. Recreation Center • Trees must be a minimum size of 2.5" diameter and of an overstory species such 2310 Coulter Boulevard as oak, maple, linden, hackberry, elm, honeylocust, or other as approved by the Phone: 952.227.1400 city. Ash is not an acceptable species. Fax: 952.227.1404 Planning & Natural Resources Phone: 952.227.1130 Sod and irrigation/Ground cover Fax: 952.227.1110 • Areas adjacent to buildings and curblines shall be deemed complete with Public Works acceptable ground cover. Depending on the area, acceptable ground cover 7901 Park Place includes sod and irrigation, rock, or wood mulch and landscape fabric. Phone: 952.227.1300 Fax 952.2271310 • Generally, areas along the north property line shall be sodded and irrigated as shown on the approved landscape plan. Areas to be sodded are color coded it Senior Center green on the included landscape plan. Phone: 952.2271125 Fax: 952.227.1110 • Generally, areas under decks may be sodded and irrigated or covered in Web Site landscape rock and edged. www.ci.chanhassen.mn.us Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow • Generally, areas with plantings such as shrubs or perennials shall be mulched with wood chips and underlain with landscape fabric. • Since the final layout of the development is different than the approved landscape plan, the locations of sodded areas may be different than what is shown on the plans. Sod and irrigation is to be installed in areas adjacent to buildings and curb lines, but is not expected on sloped areas. • The area color coded purple on the landscape plan has erosion and must be stabilized. If you have questions or concerns regarding these notes, please contact me. Once the landscape installation is complete, please contact me for a final inspection. Sincerely, Jill Sinclair Environmental Resource Specialist 952-227-1133 i MI ii� - ®i R Q s ' r 'i r" f s ! i { fit :' tISII�!l�gggi�r't��t !f i ljEl! 0 n n v t f {! III G . v CITY OF CIIANIIASSEN 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 Administration Phone: 952.227.1100 Fax 952.227.1110 Building Inspections Phone: 952.227.1180 Fax: 952.227.1190 Engineering Phone: 952.227.1160 Fax: 952.227.1170 Finance Phone: 952127.1140 Fax: 952 2271110 Park & Recreation Phone. 952227.1120 Fax: 952.227.1110 Recreation Center 2310 Coulter Boulevard Phone: 952.227.1400 Fax: 952.227.1404 Planning 8 Natural Resources Phone: 952.227.1130 Fax: 952.227.1110 Public Works 1591 Park Road Phone: 952.227.1300 Fax: 952.227.1310 Senior Center Phone: 952.227.1125 Fax: 952.227.1110 Web She www.ci.dwhassen.mn.us 6('0-3q December 12, 2006 Mr. Bruno Silikowski 3615 Zircon Lane North Plymouth, MN 55446 Re: Autobahn MotorPlex —Planning Case #06-34 Dear Mr. Silikowski: This letter is to confirm that on December 11, 2006, the Chanhassen City Council approved the following: A. Rezoning of the western portion of the site from Agricultural Estate District, A2, to Industrial Office Park, IOP. B. Conditional Use Permit for development within the Bluff Creek Corridor with a Variance to locate the storm water pond within the Bluff Creek primary zone, in conformance with the grading plans prepared by Sathre-Bergquist, Inc., dated 10-19- 2006, subject to the following conditions: The plans shall be revised to show the correct Bluff Creek Overlay District primary zone boundary. Additionally, the primary zone boundary shall be terminated at the property lines for the subject property because the above description of the primary zone boundary is not an accurate description of the primary zone on adjacent properties. Signage for the Bluff Creek Overlay District shall be posted at least every 300 feet along the primary zone boundary. 2. The applicant shall develop a restoration plan for the upland areas within the primary zone that includes native plants for the Bluff Creek Overlay District. The plant species shall be selected from the Bluff Creek Management Plan Appendix C. The final plan shall be reviewed and approved by the City before installation. 3. The property owner shall dedicate a conservation easement and a drainage and utility easement over the primary zone of the Bluff Creek Overlay District. 4. Chanhassen Type 11 silt fence shall be provided adjacent to all areas to be preserved as buffer. The silt fence shall be installed in overlapping "J -hooks" to break up the sections and provide additional water and sediment retaining capacity. 5. Erosion control blanket shall be installed on all slopes on site steeper than 3:1. The plans shall be revised to depict blanket locations and shall provide a detail for blanket installation. SCANNED The City of Chanhassen • A growing community with clean lakes, quality schools, a charming downtown, thriving businesses, winding trails, and beautiful parks. A gnat place to live, work, and play. Mr. Bruno Silikowski Autobahn Motorplex December 12, 2006 Page 2 of 6 6. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed. C. Conditional Use Permit for multiple buildings (up to 14) on one parcel subject to the following conditions: 1. Development of the two buildings immediately adjacent to Audubon Road shall require a separate site plan review. D. Site Plan for 12 buildings (one clubhouselmuseum building and 11 storage buildings totaling approximately 177,000 square feet of building area), plans prepared by Sathre-Bergquist, Inc., dated 10-19-2006, subject to the following conditions: 1. Additional windows or doors must be incorporated in the clubhouse eastern building elevation to comply with the 50 percent transparency requirement. 2. Water Resource Coordinator conditions: a. The plans shall be revised to show how the water routed through Wetland Area B will be conveyed to the proposed stormwater pond. b. The plans shall be revised to show only non-exempt wetlands. Wetland buffer areas at least 16.5 feet in width shall be preserved, surveyed and staked in accordance with the City's wetland ordinance prior to grading commencing. All wetlands and wetland buffer areas to be preserved shall be protected by silt fence during grading. All structures shall be set back at least 40 feet from the wetland buffer edge. c. The plans shall be revised to show the correct primary zone boundary. Additionally, the primary zone boundary shall be terminated at the property lines for the subject property because the above description of the primary zone boundary is not an accurate description of the primary zone on adjacent properties. Signage for the Bluff Creek Overlay District shall be posted at least every 300 feet along the primary zone boundary. d. A conditional use permit and variance shall be obtained prior to alteration within the Bluff Creek Overlay District primary zone. e. Drainage and utility easements over the stormwater pond and areas necessary for pond access (including an easement over the main drive aisle through the site from Audubon Road to the pond) shall be dedicated to the City prior to recording the site plan. The parking areas and drive aisles shall be swept each spring to prevent sand from leaving the site. Documentation of sweeping activity shall be submitted to the City annually. The plans shall be revised to include Chanhassen's standard details for stormwater infrastructure and erosion and sediment control, including 3107, 3108, 3109, 5300, 5301 Mr. Bruno Silikowski Autobahn Motorplex December 12, 2006 Page 3 of 6 and 5302A. A detail for the proposed temporary perforated riser pipe shall also be included in the plans. g. A temporary perforated riser and stable emergency overflow (EOF) is needed; a detail shall be included in the plan. The basin shall be properly sized for the watershed area, according to NPDES requirements (i.e., the basins shall provide storage below the outlet pipe for a calculated volume of runoff from at least a 2 -year, 24-hour storm from each acre drained to the basin, except that in no case shall the basin provide less than 1800 cubic feet of storage below the outlet pipe from each acre drained to the basin). The outlet pipe shall discharge upstream from the edge of the receiving wetland and shall be stabilized with riprap. h. Chanhassen Type H silt fence shall be provided adjacent to all areas to be preserved as buffer. The silt fence shall be installed in overlapping "J -hooks" to break up the sections and provide additional water and sediment retaining capacity. i. Erosion control blanket shall be installed on all slopes on site steeper than 3:1. The plans shall be revised to depict blanket locations and shall provide a detail for blanket installation. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed. k. The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency) and comply with their conditions of approval. 1. A Storm Water Pollution Prevention Plan (SWPPP) shall be developed for the site and approved by City staff prior to issuing a permit. The SWPPP shall include a provision that requires temporary seeding of stockpiles if left exposed for more than 14 days. in. The plans shall be revised to include energy dissipation on all inlets and outlets within 24 hours of installation. n. The plans shall be revised to replace hay bale curbside inlet controls with Wimco-type inlet controls. A detail shall be provided. The controls shall be installed within 24 hours of installation of the inlets. o. All perimeter controls shall follow the City's specifications. The perimeter controls shall be inspected by the City and the SWCD prior to grading. 3. Fire Marshal conditions: a. Additional fire hydrants will be required. Please contact the Chanhassen Fire Marshal for exact location of additional hydrants. Mr. Bruno Silikowski Autobahn Motorplex December 12, 2006 Page 4 of 6 b. A 10 -foot clear space must be maintained around fire hydrants, i.e., street lamps, trees, shrubs, bushes, Xcel Energy, Qwest, cable TV and transformer boxes. This is to ensure that fine hydrants can be quickly located and safely operated by firefighters. Pursuant to Chanhassen city Ordinance #9-1. c. Yellow curbing and no parking fire lane signs will be required. Contact Chanhassen Fire Marshal for exact location of yellow curbing and signs to be installed. d. No burning permits shall be issued for trees to be removed. Trees and shrubs must either be removed from site or chipped. e. Fire apparatus access roads shall be designed and maintained to support the imposed load of fire apparatus and shall be serviced so as to provide all-weather driving capabilities. Pursuant to Minnesota State Fire Code Section 503.2.3. f. Submit radius tum dimensions to City engineer and Chanhassen Fire Marshal for review and approval. Pursuant to Minnesota State Fire Code Section 503.2.4. 4. Building Official Conditons: a. The buildings are required to have automatic fire extinguishing systems. b. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. c. Retaining walls over four high must be designed by a professional engineer and a permit must be obtained prior to construction. d. Every building containing any plumbing fixtures and/or receptors, must have its own independent connection with a public or private sewer, except that a group of buildings may be connected to one or more manholes which are constructed on the premises and connected to a public or private sewer (MSPC 4715.310). No building sewer shall be less than 4 inches in diameter (MSPC 4715.2310). Building drain must be by gravity (MSPC 4715.2430). The distance between cleanouts in horizontal piping shall not exceed 50 feet for 3 -inch or less in size and not over 100 feet for 4 -inch and over in size (MSPC 4715.1010. 5. Forester conditions: a. All existing boulevard trees along Audubon Road shall be preserved and protected with tree preservation fencing during construction. Any City boulevard tree that dies or is removed will be required to be replaced. b. The applicant shall revise the landscape plan to show a total of 82 overstory trees within the vehicular use area. Mr. Bruno Silikowski Autobahn Motorplex December 12, 2006 Page 5 of 6 c. The applicant shall revise the landscape plan to show a total of 23 overstory trees along the northwest property line buffer yard. d. The slope along the Bluff Creek primary zone shall be seeded with an approved native seed mix. e. Plant selections for landscape requirements shall incorporate native species for buffer yard and parking lot landscaping. f. Increase the buffer planting along the westerly and northwesterly portions of the site. Buffer may include berming, landscaping or fencing. 6. Engineering Conditions: a. The grading plan must be revised to show proposed pavement grades for the driveway access to the northern office/warehouse. b. The grading plan must show proposed pavement grades. c. Pavement grades must not exceed 10%. d. The private streets within the development must be constructed to a nine -ton design. e. An additional spot elevation must be shown on the south end of the storage building immediately west of the northern office/warehouse to ensure positive drainage. f. Note the proposed rim and invert elevation of the storm sewer located at the driveway intersection south of bore hole location #3. g. The developer must coordinate with City staff to ensure that pond maintenance and emergency vehicles will be able to access the gated area. h. The width of the drive aisle southeast of the pond must be minimum 26 feet wide in addition to the proposed parallel parking stalls. i. If fire code permits, staff recommends that the private watermain be six-inch diameter for water quality purposes. j. The City's construction observer shall be present for all sanitary sewer and watermain testing to ensure that the proposed connections to the City facilities are in conformance with engineering standards. k. The developer shall pay for the inspection bills and submit a $5,000.00 security to ensure payment of these bills. Mr. Bruno Silikowski Autobahn Motorplex December 12, 2006 Page 6 of 6 7. The retaining wall shall follow the standards for retaining walls incorporated in the subdivision regulations. The applicant shall also investigate the terracing of walls over eight feet in height. (Visibility of the walls to the west is a factor to determine the need for terracing.) Enclosed is a Site Plan Agreement that must be executed by you. Return the agreement to me for City execution and recording at Carver County within 120 days of the approval (by April 10, 2007). The site plan agreement and required security specified in the site plan agreement shall be submitted prior to the City issuing a building permit. You and or your representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. A copy of the executed agreement will be returned for your files. A conservation easement and a drainage and utility easement over the primary zone of the Bluff Creek Overlay District must be submitted with the site plan agreement for recording by the City. In conjunction with the revised landscape plan, you will need to develop a restoration plan for the upland areas within the primary zone that includes native plants for the Bluff Creek Overlay District. If you have any questions or need additional information, please contact me at (952) 227-1131 orbgenerous@ci.chanhassen.mn.us. Sincerely, Z): � 4e.-�� Robert Generous, AICP Senior Planner Enclosure ec: Kate Aanenson, Community Development Director Alyson Fauske, Assistant City Engineer Jerry Mohn, Building Official gAplan\2006 planning cases\I16-34 autobahn motorplex\approval letter.doc CITY OF CHANHASSEN SITE PLAN PERMIT #06-34 SPECIAL PROVISIONS AGREEMENT dated December 11, 2006, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation, (the "City"), and Bruno J. Silikowski, (the "Developer"). 1. Request for Site Plan Approval. The Developer has asked the City to approve a site plan for 12 buildings (one clubhouse/museum building and 11 storage buildings totaling approximately 177,000 square feet of building area) (referred to in this Permit as the "project'). The land is legally described as shown on the attached Exhibit C. 2. Conditions of Site Plan Approval. The City hereby approves the site plan on condition that the Developer enter into this Permit 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 Permit, the written terms shall control. The plans are: Plan A --Site Plan dated 10/19/06, prepared by Sathre-Bergquist, Inc. Plan B— Grading Plan dated 10/19/06, prepared by Sathre-Bergquist, Inc. Plan C—Landscaping Plan dated October 27, 2006 prepared by Arteka Companies. Plan D—Utility Plans dated 10/19/06, prepared by Sathre-Bergquist, Inc. 4. Time of Performance. The Developer shall install all required screening and landscaping by October 1, 2007. 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 Permit, the Developer shall furnish the City with a letter of credit from a bank, cash escrow, or equivalent ("security") for $5,000.00 (boulevard restoration, erosion control and site restoration). If the Developer requests a Certificate of Occupancy prior to the installation of site landscaping, then the developer shall provide to the city a letter of credit or cash escrow in an amount sufficient to insure the installation of said landscaping. PROCEDURES FOR LETTER OF CREDIT REDUCTION a. Requests for reductions of Letters of Credit must be submitted to the City in writing by the Developer or his Engineer. b. Partial lien waivers totaling the amount of the requested reduction shall accompany each such request. c. Any reduction shall be subject to City approval. 6. Notices. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by certified mail at the following address: Mr. Bruno Silikowski 3615 Zircon Lane North Plymouth, MN 55446 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. Site Plan for 12 buildings (one clubhouse/museum building and 11 storage buildings totaling approximately 177,000 square feet of building area), plans prepared by Sathre-Bergquist, Inc., dated 10-19-2006, subject to the following conditions: a. Additional windows or doors must be incorporated in the clubhouse eastern building elevation to comply with the 50 percent transparency requirement. b. Water Resource Coordinator conditions: 1) The plans shall be revised to show how the water routed through Wetland Area B will be conveyed to the proposed stormwater pond. 2) The plans shall be revised to show only non-exempt wetlands. Wetland buffer areas at least 16.5 feet in width shall be preserved, surveyed and staked in accordance with the City's wetland ordinance prior to grading commencing. All wetlands and wetland buffer areas to be preserved shall be protected by silt fence during grading. All structures shall be set back at least 40 feet from the wetland buffer edge. 3) The plans shall be revised to show the correct primary zone boundary. Additionally, the primary zone boundary shall be terminated at the property lines for the subject property because the above description of the primary zone boundary is not an accurate description of the primary zone on adjacent properties. Signage for the Bluff Creek Overlay District 2 shall be posted at least every 300 feet along the primary zone boundary. 4) A conditional use permit and variance shall be obtained prior to alteration within the Bluff Creek Overlay District primary zone. 5) Drainage and utility easements over the stormwater pond and areas necessary for pond access (including an easement over the main drive aisle through the site from Audubon Road to the pond) shall be dedicated to the City prior to recording the site plan. The parking areas and drive aisles shall be swept each spring to prevent sand from leaving the site. Documentation of sweeping activity shall be submitted to the City annually. 6) The plans shall be revised to include Chanhassen's standard details for stormwater infrastructure and erosion and sediment control, including 3107, 3108, 3109, 5300, 5301 and 5302A. A detail for the proposed temporary perforated riser pipe shall also be included in the plans. 7) A temporary perforated riser and stable emergency overflow (EOF) is needed; a detail shall be included in the plan. The basin shall be properly sized for the watershed area, according to NPDES requirements (i.e., the basins shall provide storage below the outlet pipe for a calculated volume of runoff from at least a 2 -year, 24-hour storm from each acre drained to the basin, except that in no case shall the basin provide less than 1800 cubic feet of storage below the outlet pipe from each acre drained to the basin). The outlet pipe shall discharge upstream from the edge of the receiving wetland and shall be stabilized with riprap. 8) Chanhassen Type H silt fence shall be provided adjacent to all areas to be preserved as buffer. The silt fence shall be installed in overlapping ' J -hooks" to break up the sections and provide additional water and sediment retaining capacity. 9) Erosion control blanket shall be installed on all slopes on site steeper than 3:1. The plans shall be revised to depict blanket locations and shall provide a detail for blanket installation. 10) Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed. 11) The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency) and comply with their conditions of approval. 12) A Storm Water Pollution Prevention Plan (SWPPP) shall be developed for the site and approved by City staff prior to issuing a permit. The SWPPP shall include a provision that requires temporary seeding of stockpiles if left exposed for more than 14 days. 13) The plans shall be revised to include energy dissipation on all inlets and outlets within 24 hours of installation. 14) The plans shall be revised to replace hay bale curbside inlet controls with Wimco-type inlet controls. A detail shall be provided. The controls shall be installed within 24 hours of installation of the inlets. 15) All perimeter controls shall follow the City's specifications. The perimeter controls shall be inspected by the City and the SWCD prior to grading. c. Fire Marshal conditions: 1) Additional fire hydrants will be required. Please contact the Chanhassen Fire Marshal for exact location of additional hydrants. 2) A 10 -foot clear space must be maintained around fire hydrants, i.e., street lamps, trees, shrubs, bushes, Xcel Energy, Qwest, cable TV and transformer boxes. This is to ensure that fire hydrants can be quickly located and safely operated by firefighters. Pursuant to Chanhassen city Ordinance #9-1. 3) Yellow curbing and no parking fire lane signs will be required. Contact Chanhassen Fire Marshal for exact location of yellow curbing and signs to be installed. 4) No burning permits shall be issued for trees to be removed. Trees and shrubs must either be removed from site or chipped. 5) Fire apparatus access roads shall be designed and maintained to support the imposed load of fire apparatus and shall be serviced so as to provide all-weather driving capabilities. Pursuant to Minnesota State Fire Code Section 503.2.3. 6) Submit radius tum dimensions to City engineer and Chanhassen Fire Marshal for review and approval. Pursuant to Minnesota State Fre Code Section 503.2.4. d. Building Official Conditons: 1) The buildings are required to have automatic fire extinguishing systems. 2) Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. 3) Retaining walls over four high must be designed by a professional engineer and a permit must be obtained prior to construction. 4) Every building containing any plumbing fixtures and/or receptors, must have its own independent connection with a public or private sewer, except that a group of buildings may be connected to one or more manholes which are constructed on the premises and connected to a public or private sewer (MSPC 4715.310). No building sewer shall be less than 4 inches in diameter (MSPC 4715.2310). Building drain must be by gravity (MSPC 4715.2430). The distance between cleanouts in horizontal piping shall not exceed 50 feet for 3 -inch or less in size and not over 100 feet for 4 -inch and over in size (MSPC 4715.1010. e. Forester conditions: 4 1) All existing boulevard trees along Audubon Road shall be preserved and protected with tree preservation fencing during construction. Any City boulevard tree that dies or is removed will be required to be replaced. 2) The applicant shall revise the landscape plan to show a total of 82 overstory trees within the vehicular use area. 3) The applicant shall revise the landscape plan to show a total of 23 overstory trees along the northwest property line buffer yard. 4) The slope along the Bluff Creek primary zone shall be seeded with an approved native seed mix. 5) Plant selections for landscape requirements shall incorporate native species for buffer yard and parking lot landscaping. 6) Increase the buffer planting along the westerly and northwesterly portions of the site. Buffer may include berming, landscaping or fencing. f. Engineering Conditions: 1) The grading plan must be revised to show proposed pavement grades for the driveway access to the northern office/warehouse. 2) The grading plan must show proposed pavement grades. 3) Pavement grades must not exceed 10%. 4) The private streets within the development must be constructed to a nine -ton design. 5) An additional spot elevation must be shown on the south end of the storage building immediately west of the northern office/warehouse to ensure positive drainage. 6) Note the proposed rim and invert elevation of the storm sewer located at the driveway intersection south of bore hole location #3. 7) The developer must coordinate with City staff to ensure that pond maintenance and emergency vehicles will be able to access the gated area. 8) The width of the drive aisle southeast of the pond must be minimum 26 feet wide in addition to the proposed parallel parking stalls. 9) If fire code permits, staff recommends that the private watermain be six-inch diameter for water quality purposes. 10) The City's construction observer shall be present for all sanitary sewer and watermain testing to ensure that the proposed connections to the City facilities are in conformance with engineering standards. 11) The developer shall pay for the inspection bills and submit a $5,000.00 security to ensure payment of these bills. g. The retaining wall shall follow the standards for retaining walls incorporated in the subdivision regulations. The applicant shall also investigate the terracing of walls over eight feet in height. 8. General Conditions. The general conditions of this Permit are attached as Exhibit "B" and incorporated herein. CITY OF CHANHASSEN 1 'ss Thomas A. Furlong, Mayor Todd Gerhardt, City Manager DEVELOPER: Bruno Silikowski IM Its STATE OF MINNESOTA ) (ss COUNTY OF CARVER ) The foregoing instrument was acknowledged before me this_day of 200_, by Thomas A. Furlong, 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 R STATE OF MINNESOTA ) ( ss. COUNTY OF ) The foregoing instrument was acknowledged before me this day of 20_ by Q WEFT W .7 M. R F e DRAFTED BY: City of Chanhassen 7700 Market Boulevard P. O. Box 147 Chanhassen, MN 55317 (952)227-1100 CITY OF CHANHASSEN SITE PLAN PERMIT EXHIBIT "B" GENERAL CONDITIONS 1. Right to Proceed. Within the site plan area, the Developer may not grade or otherwise disturb the earth, remove trees, construct improvements, or any buildings until all the following conditions have been satisfied: 1) this agreement has been fully executed by both parties and filed with the City Clerk, 2) the necessary security and fees have been received by the City, and 3) the City has issued a building permit in reliance on the foregoing conditions having been satisfied. 2. Maintenance of site. The site shall be maintained in accordance with the approved site plan. Plants and ground cover required as a condition of site plan approval which die shall be promptly replaced. 3. License. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the plat to perform all work and inspections deemed appropriate by the City in conjunction with site plan development. 4. Erosion Control. Before the site is rough graded, and before any building permits are issued, the erosion control plan, Plan B, shall be implemented, inspected, and approved by the City. The City may impose additional erosion control requirements if they would be beneficial. All areas disturbed by the excavation and backfilling operations shall be reseeded forthwith after the completion of the work in that area. Except as otherwise provided in the erosion control plan, seed shall be certified seed to provide a temporary ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion. If the Developer does not comply with the erosion control plan and schedule or supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion at the Developer's expense. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer's and City's rights or obligations hereunder. No development will be allowed and no building permits will be issued unless there is full compliance with the erosion control requirements. Erosion control shall be maintained until vegetative cover has been restored. After the site has been stabilized to where, in the opinion of the City, there is no longer a need for erosion control, the City will authorize removal of the erosion control measures. 5. Clean up. The Developer shall maintain a neat and orderly work site and shall daily clean, on and off site, dirt and debris, including blowables, from streets and the surrounding area that has resulted from construction work by the Developer, its agents or assigns. 6. Warranty. All trees, grass, and sod required in the approved Landscaping Plan, Plan C, shall be warranted to be alive, of good quality, and disease free at the time of planting. All trees shall be 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. 0 7. Responsibility for Costs. A. The Developer shall hold the City and its officers and employees harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from site plan approval and development. The Developer shall indemnify the City and its officers and employees for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including attomeys' fees. B. The Developer shall reimburse the City for costs incurred in the enforcement of this 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 Postmasters request. C. Third Parties. Third parties shall have no recourse against the City under this Permit. D. Breach of Contract. Breach of the terms of this Permit 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 Permit 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. VI 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. Recording. This Permit 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. I 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. 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 Re logo ations. 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 10 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. 11 EXHIBIT C Legal Description That part of the Southeast Quarter of Section 15, Township 116, Range 23, West of the 5`" Principal Meridian described as follows: Beginning at the Northeast corner of said Southeast Quarter thence on an assumed bearing of North 89 degrees 00 minutes 25 seconds West along the North line of said Southeast Quarter a distance of 2614.22 feet to the Northwest corner of said Southeast Quarter; thence South 00 degrees 59 minutes 45 seconds East along the west line of said Southeast Quarter a distance of 1766.11 feet; thence North 56 degrees 57 minutes 24 seconds East a distance of 669.01 feet; thence South 33 degrees 02 minutes 36 seconds East a distance of 39.63 feet; thence Northeasterly along a non-tangential curce concave to the Northwest having a radius of 1859.86 feet; a chord bearing North 49 degrees 43 minutes 26 seconds East of 394.93 feet; thence North 56 degrees 57 minutes 24 seconds east, not to last described curve a distance of 323.97 feet; thence South 35 degrees 03 minutes 24 seconds West a distance of 22.98 feet; thence Southwesterly 12034 feet along a tangential curve to the right having a radius of 1959.86 feet; thence North 57 degrees 57 minutes 24 seconds East not tangent to the last described curve a distance of 1319.26 feet; thence North 33 degrees 02 minutes 36 seconds West a distance of 12.50 feet; thence North 56 degrees 57 minutes 24 seconds East a distance of 495.70 feet to the East line of said Section 15; thence North 1 degree 15 minutes 22 seconds West a distance of 72.51 feel along the east line of said Section 15 to the point of beginning, according to the Government Survey thereof,. Subject to easement for County State Aid Highway 17. EXCEPT which lies Westerly of Bluff Creek, the centerline of said creek described as follows: Commencing at the Northwest corner of the Southeast Quarter of Section 15, Township 116, Range 23 West of the 5`s principal Meridian; thence on an assumed bearing of South 89 degrees 00 minutes 25 seconds East, along the North line of said Southeast Quarter, a distance of 718.45 feet to the point of beginning of the centerline to be described: thence South 03 degrees 14 minutes 54 seconds West, a distance of 12.34 feet; thence South 12 degrees 17 minutes 21 seconds East a distance of 18.26 feet; thence South 86 degrees 42 minutes 32 seconds East, a distance of 66.41 feet; thence South 00 degrees 11 minutes 26 seconds East, a distance of 10.09 feet; thence South 26 degrees 53 minutes 49 seconds East, a distance of 11.25 feet; thence South 04 degrees 40 minutes 40 seconds East, a distance of 71.53 feet; thence South 08 degrees 34 minutes 33 seconds West, a distance of 513.32 feet; thence South 01 degrees 27 minutes 58 seconds East, a distance of 148.78 feet; thence South 08 degrees 14 minutes 13 seconds West, a distance of 114.78 seconds; thence South 30 degrees 49 minutes 36 seconds West, a distance of 256.50 feet; thence South 30 degrees 12 minutes 30 seconds West, a distance of 95.70 feet; thence South 22 degrees 09 minutes 40 seconds East, a distance of 29.71 feet; thence South 10 degrees 54 minutes 04 seconds West, a distance of 55.44 feet; thence South 14 degrees 39 minutes 10 seconds East, a distance of 15.14 feet; thence South 22 degrees 30 minutes 14 seconds West; a distance of 33.54 feet; thence South 08 degrees36 minutes 50 seconds West, a distance of 40.11 feet; thence South 10 degrees 58 minutes 44 seconds West, a distance of 16.30 feet; thence South 33 degrees 58 minutes 55 seconds East, a distance of 3.27 feet 12 to the point on the Northerly line of the Milwaukee, St. Paul and pacific Railroad, said point a distance of 586.57 feet Northeasterly of the Southwest corner of the above described property, as measured along said Northerly Railroad line, and said line ther terminating. That part of the Southeast Quarter of the Northeast Quarter of Section 15, Township 116 Range 23 West of the 5a' Principal Meridian described as: Beginning in the Southeast corner of said Southeast Quarter of the Northeast Quarter; thence on an assumed bearing of North 89 degrees 00 minutes 25 seconds West along the south line of said Southeast Quarter of the Northeast Quarter a distance of 747.57 feet; thence North 35 degrees 03 minutes 24 seconds East, a distance of 1.50 feet; thence Northeasterly 1042.48 feet along a tangential curve to the right having a radius of 2814.79 feet to the East line of said Southeast Quarter of the Northeast Quarter; thence South 00 degrees 24 minutes 06 seconds East along the East line of said Southeast Quarter of the Northeast Quarter a distance of 738.57 feet to the point of beginning, according to Government Survey thereof. Subject to easement for County State Aid Highway No. 17. Torrens Certificate No 24463 13 CONSENT Owners of all or part of the subject property, the development of which is governed by the foregoing Site Plan Permit, 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 200_ By 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)227-110D 14 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 15 NOTARY PUBLIC 7700 Market Boulevard PO Boz 147 Chanhassen, MN 55317 Administration Phone: 952227.1100 Fax: 952.227.1110 Building Inspection Phone: 952.227.1180 Fax: 952.227.1190 Engineering Phone: 952.227.1160 Fax: 952.227.1170 Finance Phone: 952227.1140 Fax: 952.227.1110 Park & Recreation Phone: 952.227.1120 Fax: 952.227.1110 Recreation Center 2310 Coulter Boulevard Phone: 952.227.1400 Fax: 952 227.1404 Planning & Natural Resources Phone: 952.227.1130 Fax: 952.227.1110 Public Worts 1591 Park Road Phone: 952.227.1300 Fax: 952.227.1310 Senior Center Phone: 952.227.1125 Fax 952.227.1110 Web She wwwachanhassennn.us MEMORANDUM TO: Todd Gerhardt, City Manager FROM: Bob Generous, Senior Planner DATE: December 11, 2006 SUBJ: Autobahn MotorPlex — Planning Case 06-34 EXECUTIVE SUMMARY The applicant is requesting approval for the construction of a condominium -style storage facility for automobile enthusiasts and collectors, which will also have a clubhouse and museum building for members to meet and showcase automobiles. Additionally, two building sites adjacent to Audubon Road are being reserved for future office — industrial development. The proposed storage facility use is one of the less -intensive uses permitted within the Industrial Office Park Zoning. The development complies with the standards for office and industrial developments. The variance requested is to permit a portion of the storm water pond to encroach in to the Bluff Creek primary zone, which is reasonable in this instance since the pond location is in a low spot on the property. The developer will implement a restoration plan for disturbed areas in and near the primary zone to enhance the natural vegetation. The City will also receive a conservation easement over the primary zone to preserve the area as permanent open space. Staff and the Planning Commission are recommending approval of the project. ACTION REQUIRED City Council approval requires a majority of City Council present. PLANNING COMMISSION SUMMARY The Planning Commission held a Public Hearing on November 21, 2006 to review the proposed development. The Planning Conunission voted 5 for and 0 against a motion recommending approval of the project. The Planning Commission minutes for November 21, 2006 are item la of the December 11, 2006 City Council packet. One issue that was brought up by the neighboring residents was security. It should be noted that the proposed storage facility will be gated and fenced. Access to the site will be limited to unit owners, club members and their guests. A second issue that the neighboring residents brought forward was flooding of the existing Wetland/Stormwater Pond. The City is aware of the flooding that occurred in this area in September and October 2005. The rain events that caused that flooding were extreme (more than 4.5" of rain over less than 24 hours). 3 The City of Chanhassen • A growing community with clean lakes, quality schools, a channing downtown, thriving businesses, winding trails, and beautiful parks. A groat place to live, work, and play. Todd Gerhardt, City Manager Autobahn Motorplex — Planning Case 06-34 December 11, 2006 Page 2 These rain events are unusual, but are always possible. There is a certain level of precipitation that no city or individual can protect against. Neither the City nor any other agency or person can promise that all homes will be kept from flooding in all circumstances. However, the proposed project will not result in detectable increases or decreases in the frequency, duration or extent of flooding. A third issue that was brought forward was screening of the project from the residents to the west. As a condition of approval, the developer is required to provide additional landscaping with a total of 23 overstory trees along the northwest property line buffer yard. The applicant will work with city staff to assure that this landscaping is strategically placed to maximize its screening value. In addition, the developer is required to develop a restoration plan consisting of native plant species for the altered upland areas within the primary zone. Finally, the wooded areas immediately adjacent to the wetland area are being preserved as part of the development. RECOMMENDATION Staff and the Planning Commission recommend adoption of the four motions as specified on pages 11-16, as amended, in the staff report dated November 21, 2006, approving the project. ATTACHMENTS 1. Planning Commission Staff Report Dated November 21, 2006 2. Letter from Jon Day to Bob Generous Dated November 21, 2006 g:\plau\2006 planning c \06-34 autobahn motorpleAex=tive sunnnary.dm a OFA E U Y�I a a A4 CITY OF CHANHASSEN STAFF REPORT PC DATE: November 21, 2006 F41CC DATE: December 11, 2006 REVIEW DEADLINE: December 19, 2006 CASE #: 06-34 BY: AF, RG, LH, ML, JM, JS PROPOSAL: Request for Rezoning of the western portion of the site from Agricultural Estate District, A2, to Industrial Office Park, IOP; Conditional Use Permit for development within the Bluff Creek Corridor; Conditional Use Permit for multiple buildings (up to 14) on one parcel; Site Plan Approval for 12 buildings (one clubhouse/museum building and 11 storage buildings totaling approximately 177,000 square feet of building area); and a Variance to locate the storm water pond within the Bluff Creek primary zone. LOCATION: West of Audubon Road and north of the Twin Cities and Western Railroad APPLICANT: Bruno J. Silikowski G.E. Osmonics 3615 Zircon Lane North 5951 Clearwater Drive y� Plymouth, MN 55446 Minnetonka, MN 55343 (612) 850-8398 (952) 988-6543 PRESENT ZONING: Agricultural Estate District, A2, and Industrial Office Park, IOP 2020 LAND USE PLAN: Office/Industrial and Parks and Open Space ACREAGE: 38.7 acres DENSITY: F.A.R. 0.10 SUMMARY OF REQUEST: The developer is requesting approval to develop an automobile aficionado storage facility and membership club. 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 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. The City's discretion in approving or denying a variance is limited to whether or not the proposed project meets the standards in the Zoning Ordinance for a variance. The City has a relatively high level of discretion with a variance because the applicant is seeking a deviation from established standards. This is a quasi judicial decision. The City has limited discretion in approving or denying conditional use permits, based on whether or not the proposal meets the conditional use permit standards outlined in the Zoning Ordinance. If the City finds that all the applicable conditional use permit standards are met, the permit must be approved. This is a quasi judicial decision. sou+Wo Location Map Autobahn Motorplex Planning Case No. 06-34 City of Chanhassen SUBJECT PROPERTY SCANNED Autobahn Motorplex - Planning Case 06-34 November 21, 2006 Page 2 of 16 PROPOSAL/SUMMARY The site is bounded to the north by General Mills, to the east by Audubon Road and the City's Public Works facility, to the south by the Twin Cities and Western Railroad and Chanhassen Business Park and to the west by Bluff Creek and Creekside, a single-family residential subdivision. The clubhouse will be approximately a quarter mile from the nearest single-family home in Creekside. The nearest storage building is 520 feet to the western property line plus approximately 200 feet from the property line to the nearest home. The developer is requesting approval for the construction of a condominium -style storage facility for automobile enthusiasts and collectors, which will also have a clubhouse and museum building for members to meet and showcase automobiles. Site plan review is being performed for a total of 12 buildings consisting of 11 storage buildings with a total square footage of approximately 162,000 square feet and the clubhouse and museum building of approximately 15,000 square feet, including a small office area above the clubhouse. The entrance to the facility will be gated and a fence will be installed around the storage building facilities. Fencing will consist of aluminum or steel construction and be wrought iron in appearance. Maximum fence height is eight feet. Fencing shall also be installed at the extreme western edge of the property across the old farm access at Bluff Creek. The proposed hours of general operation of the facility is from 7:00 a.m. to 8:00 p.m. daily, which includes access to the clubhouse, communal washing facilities and the assisted car maintenance for owners. The general public will not have access to the site. The owners will have access to their storage units at any time. Car shows or manufacturers' displays, club meetings, e.g. Porsche Club, BMW Club, etc., and corporate meetings would occur occasionally, but be limited to the normal business hours. The intention of the facility is to permit high-end car owners to be able to store, work on and be around other car enthusiasts. However, the majority of the cars will be street legal. Due to the hours of operation and the type of proposed site uses, noise is not anticipated to be an issue. Two building pads are proposed near the entrance to the site off Audubon Road. At this time, the City is not performing site plan review for these sites. Prior to their development, a separate site plan review process will be required. The uses of the buildings would be as allowed in the IOP zoning district. The proposed development will be developed on one parcel, rather than being subdivided. The individual storage units will be owned individually. However, all "members" will own the land in common. This parcel is partially encumbered by the Bluff Creek Overlay District. Section 20-1255 of the Chanhassen City Code requires a conditional use permit for all development within the Bluff Creek Corridor. Staff has reviewed the mapped primary zone boundary and adjusted the boundary based on site conditions. The applicant has proposed the location of the stormwater pond adjacent to and encroaching in the primary zone. The encroachment into the primary zone requires the approval of a conditional use permit. The project was originally noticed with a Wetland Alteration Permit. Upon review of the data, the City, as LGU for the Minnesota Wetland Conservation Act, has determined Wetland Area A Autobahn Motorplex - Planning Case 06-34 November 21, 2006 Page 3 of 16 and Wetland Area B to be incidental wetlands because the wetland characteristics developed as a result of a change in hydrology that was not intended to create wetlands. The impacts proposed to Wetland Area A and Wetland Area B are exempt under the Wetland Conservation Act. Staff is recommending approval of the proposed development. APPLICABLE REGUATIONS Chapter 20, Article II, Division 2, Amendments Chapter 20, Article II, Division 3, Variances Chapter 20, Article II, Division 6, Site Plan Review Chapter 20, Article XXH, "IOP" Industrial Office Park District Chapter 20, Article IV, Conditional Use Permits Chapter 20, Article VI, Wetland Protection Chapter 20, Article XXIII, Division 7, Design Standards for Commercial, Industrial and Office - Institutional Developments Chapter 20, Article XXXI, Bluff Creek Overlay District On June 13, 1988, the Chanhassen City Council approved a land use plan amendment to add 12.2 acres of the site to the Metropolitan Urban Service Area (MUSA) (this represents the eastern portion of the site) and to change the land use designation from agricultural to industrial (Land Use Plan Amendment #88-2). The City Council also approved the first reading of the rezoning request from A2, Agricultural Estate District, to IOP, Industrial Office Park (Rezoning #88-2) for the southern part (5.6 acres) of the eastern portion of the site, and the preliminary plat for five lots and two outlots (Subdivision #88-9). On March 22, 1989, the Chanhassen City Council approved the final plat for Audubon Court, which permitted the grading of the eastern portion of the property. The plat was never filed. On April 10, 1989, the Chanhassen City Council approved the second and final reading of the rezoning of the parcel from A2, Agricultural Estate District, to IOP, Industrial Office Park (Rezoning #88-2). REZONING The property is guided for office/industrial and parks and open space. Currently, only the eastern half of the site is zoned IOP. The proposed rezoning of the property to Office Industrial Park is consistent with the land use designation. The western portion of the property was not rezoned to IOP in 1989 because, at that time, it was not located within the MUSA. SITE PLAN REVIEW The developer is requesting approval for the construction of a condominium style storage facility consisting of 11 storage buildings and one clubhouse and museum building. Autobahn Motorplex - Planning Case 06-34 November 21, 2006 Page 4 of 16 GRADING, DRAINAGE AND EROSION CONTROL The site topography is challenging due to the 40 -foot drop in elevation from the existing curb cut on Audubon to wetlands; the site also drops more than 20 feet from the railroad to the wetland. The grading plan shows that all of the proposed building pads will be mass graded. Staff examined the feasibility of extending a common drive between the buildings, eliminating the need for the access along the eastern half of the southern -most driveway. However, the developer has indicated that the proposed buildings cannot be designed to have a grade drop within them. The developer proposes to install storm sewer throughout the site to convey runoff to the proposed pond. This storm sewer shall be city owned and maintained. The proposed pond is designed to treat runoff from the site according to NURP standards. The pond is designed to provide rate control for the 2-, 10-, 100- and two (back-to-back) 100 -year rainfall events. The grading plan must be revised to show proposed pavement grades for the driveway access to the northern officetwarehouse. The grading plan must show proposed pavement grades. Pavement grades must not exceed 10%. The private streets within the development must be constructed to a nine -ton design. An additional spot elevation must be shown on the south end of the storage building immediately west of the northern officetwarehouse to ensure positive drainage. Note the proposed rim and invert elevation of the storm sewer located at the driveway intersection south of bore hole location #3. RETAINING WALLS Due to the site topography the developer proposes to construct retaining walls at the following locations, as shown on Sheet SP: Location Length (approximate) Maximum Height (approximate) South of the pond 120 feet 8 feet East of the pond 190 feet 14 feet North of the clubhouse 200 feet 6 feet North of the northern storage facilities 2 locations) 50 feet (each) 4 feet (both) West of the northern office/industrial building, near the northern property line 170 feet 4 feet West of northern office/industrial building 500 feet 15 feet Near entrance gate 80 feet 4 feet Retaining walls four feet or higher require a building permit and must be designed by an Engineer registered in the State of Minnesota. Autobahn Motorplex - Planning Case 06-34 November 21, 2006 Page 5of16 STREETS AND SITE CIRCULATION The developer proposes to access the site from the existing curb cut at Audubon Road. This access location was approved with the Audubon Court final plat in 1989; however, this plat was never recorded. This access is approximately 280 feet south of Park Road. The access spacing guideline for this segment of Audubon Road is 660 feet. The applicant submitted a site plan where the access aligns with Park Road. This alignment was not pursued since the height of the retaining wall west of the northern office/warehouse building would be between 16 feet to 22 feet in order to accommodate this alignment. A private street will extend west to the site, with a gate proposed west of the eyebrow located in the southwest of the southern office/industrial building. The developer must provide a drainage and utility easement over the pavement section that will be used to access the pond for maintenance purposes. The developer must coordinate with City staff to ensure that pond maintenance and emergency vehicles will be able to access the gated area. The width of the drive aisle between southeast of the pond must be minimum 26 feet wide in addition to the proposed parallel parking stalls. The remaining drive aisles within the development meet or exceed the minimum standards. UTILITIES The developer proposes to loop privately owned and maintained eight -inch watermain from the existing hunk watermain on the west side of Audubon Road. If fire code permits, staff recommends that the private watermain be six inch diameter for water quality purposes. Due to the site topography, all buildings within the storage facility will be served by a privately owned and maintained forcemain, which will connect to the proposed eight -inch privately owned and maintained sanitary sewer between the two office/warehouse buildings. The City's construction observer shall be present for all sanitary sewer and watermain testing to ensure that the proposed connections to the City facilities are in conformance with engineering standards. The developer shall pay for the inspection bills and submit a $5,000.00 security to ensure payment of these bills. WETLANDS Three Ag/Urban wetland basins exist on-site. Kjolhaug Environmental Services Company, Inc. delineated the wetlands in September 2006. Wetland 1 is a large Type 4 wetland located in the northwest portion of the site. It contains several forested upland areas, which provide a diversity of habitat. The wetland is dominated by cattail and reed canary grass. A portion of Wetland 1 that is separated from the body of Wetland 1 by a small, narrow upland area is highly disturbed and only appears in aerial photography after site grading occurred in the early 1990s. The City, as Local Government Unit (LGU) for the Minnesota Wetland Conservation Act, has determined that that portion of Wetland 1 is incidental wetland because the wetland characteristics developed as a result of excavation and other disturbances that were not intended to create wetland. The impacts proposed to this part of Autobahn Motorplex - Planning Case 06-34 November 21, 2006 Page 6 of 16 Wetland 1 are exempt under the Wetland Conservation Act. No other impacts are proposed for Wetland 1. The site also contains two areas that have been determined to be jurisdictional wetland, although they appear to function primarily as water conveyances. In the wetland delineation report, they are called Wetland Area A (to the west) and Wetland Area B (to the east). Both are located in the south-central portion of the property. They convey water from the adjacent railroad ditches to Wetland 1. The historical aerial photography for the area shows that the ditches existed prior to the grading for the cul-de-sac that occurred in the early 1990s. However, it is unlikely that the ditches supported wetland hydrology and hydrophytic vegetation historically due to the relatively steep grades from the railroad embankment to Wetland 1. When the grading for the cul-de-sac occurred, it altered the drainage patterns between the railroad and Wetland 1. This appears to have caused wetland hydrology and hydrophytic vegetation to develop in both Wetland Area A and Wetland Area B. The City, as LGU for the Minnesota Wetland Conservation Act, has determined that Wetland Area A and Wetland Area B to be incidental wetlands because the wetland characteristics developed as a result of a change in hydrology that was not intended to create wetlands. The impacts proposed to Wetland Area A and Wetland Area B are exempt under the Wetland Conservation Act; however, existing drainage patterns should be preserved. The water from Wetland Area A is accommodated, but the plans should be revised to show how the water routed through Wetland Area B will be conveyed to the proposed stormwater pond. The plans should be revised to show only non-exempt wetlands. Wetland buffer areas at least 16.5 feet in width should be preserved, surveyed and staked in accordance with the City's wetland ordinance prior to grading commencing. All wetlands and wetland buffer areas to be preserved should be protected by silt fence during grading. All structures should be set back at least 40 feet from the wetland buffer edge. ARCHITECTURAL COMPLIANCE A carriage -house look is being created that will have a continuity of architectural theme with a variety of trim detail and colors. Size Portion Placement Building differentiation will be through the use of different colored accent colors. Building articulation is accomplished through the use of gable roof projections, cupolas and faux barn doors to simulate a barn and hayloft. Material and Detail Features shall include roof cupolas, cross -buck style decorative doors and loft doors, enhanced door and window trims and gable louvers. Building materials consist of painted, fibrous cement board siding (James Hardie siding) or stucco hardi-plank cement siding. Fagade areas of buildings will have wainscots which consist of stone or brick in natural color tones. The entrance for the clubhouse is projected out from the rest of the building and has a gabled roof above as well as on the ends of the building. The clubhouse building will also incorporate multi - paned windows throughout the eastern elevation of the building. The roof pattern is repeated on the storage buildings. Accents are provided through the use of different colored trim. Cupolas Autobahn Motorplex - Planning Case 06-34 November 21, 2006 Page 7 of 16 are proposed in the middle and at the end of the building. The cupola above the clubhouse will be larger and have windows to provide natural lighting into the building. Weather vanes and lighting rods will be used on top of the cupolas. The roof material is metal standing seam. Color The primary building color is either putty -white or light taupe. The stone is Prairie Bluff — Yuma, which has browns and tans and is natural in appearance. Accents will be provided through the use of a range of color including light gray, gray, brown, red, maroon and forest green. The metal roof is forest green. Height and Roof Design Building height is 30 feet 6 inches at the top of the roof above the clubhouse. The buildings will have gabled roofs, the roof pitches will range from 3/12 pitch to 8/12. The storage buildings shall have a peak height of roof of 27 feet 8 inches. Substantial cave and gable overhangs shall be incorporated into each building design with highlighted fascia features. Roof articulation is provided through the use of cupolas. A green standing seam metal roof is proposed throughout the motorplex complex. Mechanical equipment is screened through landscaping and placement on the site. Facade Transoarencv Due to the type of buildings 50 percent of the first floor elevation that is viewed by the public includes overhead doors. Other areas shall include landscaping material and architectural detailing and articulation. The clubhouse building is the only building that will include doors and windows. Additional windows must be incorporated in the eastern building elevation to comply with the 50 percent transparency. Site Furnishina Community features include a plaza area in front of the clubhouse and museum. Loading areas, refuse area, etc. Refuse will be stored internally until the date of pick-up. LightinrJSianaae Only wall -mounted lighting units are proposed for the development. The lighting must be shielded to prevent off-site glare. A monument sign may be located at the entrance on Audubon Road. The monument sign shall not exceed eighty (80) square feet in sign display area nor be greater than eight (8) feet in height. Wall signage must comply with City Code requirements for the IOP district. A separate sign permit application is require for all signage. Autobahn Motorplex - Planning Case 06-34 November 21, 2006 Page 8of16 LANDSCAPING Minimum requirements for landscaping include 20,376 square feet of landscaped area around the parking lot, 24 landscape islands or peninsulas, 82 trees for the parking lot, and buffer yard plantings along the north, east and west property lines. The applicant's proposed as compared to the requirements for landscape area and parking lot trees is shown in the following table. Required Proposed Vehicular use landsca a area 20,376 sq. ft. >20,376 sq. ft. Trees/ parking lot 82 over story trees 62 over story trees Islands/parkingIslands/parkigg lot 34 islands or peninsulas 34 islands/peninsulas Applicant does not meet minimum requirements for trees in the parking lot area. Staff recommends that the applicant increase the number of trees in the parking lot to meet minimum landscape requirements. Applicant meets minimum requirements for buffer yard plantings along Audubon Road. Proposed quantities for buffer yard plantings along the north and northwest property lines are less than the recommended amounts. The distance, however, between the proposed development and the adjacent land uses is significant and staff proposes that the overstory tree requirement for the northwest buffer yard be met since the size of the trees at maturity will have a long-term effect. The buffering affect of shrubs across that distance is negligible. The quantity of under - and overstory trees along the north property is satisfactory. Staff recommends that plant selections for the landscaping are made primarily from native species. The applicant should focus on incorporating appropriate natives along the perimeter of the development as well as using them in interior plantings. Staff also recommends that the quantities of ash trees be reduced in response to the looming threat of Emerald ash borer. MISCELLANEOUS The building is required to have an automatic fire extinguishing system. The plans must be prepared and signed by design professionals licensed in the State of Minnesota. Detailed occupancy related requirements will be addressed when complete plans are submitted for Required plantings Proposed plantings North property line — Buffer 8 over story trees 18 over story trees yard B, 1042' length 15 under story trees 8 under story trees 15 shrubs 64 shrubs Northwest property line - 23 over story trees 1,100'+ wetland and natural Buffer yard D,1094' length 45 under story trees area 68 shrubs 14 over story trees 0 under story trees 69 shrubs Audubon road, east property 14 over story trees 14 over story trees line - Buffer yard C, 740' 35 under story trees 40 under story trees 35 shrubs 44 shrubs Applicant meets minimum requirements for buffer yard plantings along Audubon Road. Proposed quantities for buffer yard plantings along the north and northwest property lines are less than the recommended amounts. The distance, however, between the proposed development and the adjacent land uses is significant and staff proposes that the overstory tree requirement for the northwest buffer yard be met since the size of the trees at maturity will have a long-term effect. The buffering affect of shrubs across that distance is negligible. The quantity of under - and overstory trees along the north property is satisfactory. Staff recommends that plant selections for the landscaping are made primarily from native species. The applicant should focus on incorporating appropriate natives along the perimeter of the development as well as using them in interior plantings. Staff also recommends that the quantities of ash trees be reduced in response to the looming threat of Emerald ash borer. MISCELLANEOUS The building is required to have an automatic fire extinguishing system. The plans must be prepared and signed by design professionals licensed in the State of Minnesota. Detailed occupancy related requirements will be addressed when complete plans are submitted for Autobahn Motorplex - Planning Case 06-34 November 21, 2006 Page 9 of 16 building permit review. The owner and or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. OTHER AGENCIES The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency) and comply with their conditions of approval. COMPLIANCE TABLE IOP Autobahn Motorplex Building Height 4 stories 2 story 50 feet 30 feet Building Setback N - 10'E - 30' N - 23'E - 195' W- so, S-0' W -520'S-53' Parking Stalls 92 stalls 104 stalls* Parking Setback N - 10' E - 30' N - 10'E - 160' W-50' S-0' W-470' S-10' Hard Surface Coverage 70% 47% Lot Area 1 acre 38.8 acres *The applicant is proposing that only the 24 stalls adjacent to the clubhouse and museum be striped at this time and that the remainder of the stalls be shown as proof of parking. Subject to the revisions to the plans to assure that a 26 -foot drive aisle is provided, staff supports the use of proof of parking. Section 20-1124 (2) w. permits the City to approve a reduction in the number of parking spaces for warehouse uses. CONDITIONAL USE PERMITS BLUFF CREEK OVERLAY DISTRICT The City of Chanhassen established the Bluff Creek Overlay District by ordinance in 1998 to protect the Bluff Creek Corridor, wetlands, bluffs and significant stands of mature trees through the use of careful site design and other low -impact practices. This parcel is partially encumbered by the Bluff Creek Overlay District. Section 20-1255 of the Chanhassen City Code requires a conditional use permit for all development within the Bluff Creek Corridor. The Bluff Creek Corridor primary zone is located on the western portion of the property. The Primary Corridor is designated open space. All structures must meet a 40 -foot structural setback from the Primary Corridor boundary as required by Chanhassen City Code. In addition, no grading is allowed within the first 20 feet of the Primary Corridor. The current plans propose Autobahn Motorplex - Planning Case 06-34 November 21, 2006 Page 10 of 16 grading within the Primary Corridor for a storm water pond. A variance is necessary to permit the encroachment in to the primary zone. Bluff Creek is entirely within the City of Chanhassen. It provides a unique blend of habitat, vegetation and recreational opportunities through the center of the City. In December 1996, the City of Chanhassen adopted the Bluff Creek Watershed Natural Resources Management Plan (BCWNRMP). The plan was the culmination of several years of study and planning focused on protecting the natural and recreational resources provided by the Bluff Creek corridor. The BCWNRMP recommended the establishment of a primary zone (the creek, riparian wetlands, associated steep slopes, native vegetation) and a secondary zone (other undeveloped portions of the watershed) as a tool to help protect the creek's natural resources. The primary and secondary zones were mapped at that time using aerial photography to provide staff and the public with a general idea of where the zones would lie. Generally, properties within the Bluff Creek Overlay District are subject to the following requirements: 1. A conditional use permit (CUP) is required prior to all subdivision, site plans, land alteration and building within the Bluff Creek Overlay District. 2. Bluffs must be preserved as set forth in Article XXVIII of City Code. 3. Density transfer can be used to cluster development in areas where the location of the primary zone makes portions of the site unsuitable for development. 4. Natural habitat areas within the primary zone must be preserved as open space. 5. The primary zone must be 100 percent open space. 6. All structures must be set back at least 40 feet from the primary zone. 7. The first 20 feet of the setback from the primary zone cannot be disturbed. Staff has reviewed the mapped primary zone boundary and adjusted the boundary based on site conditions. Generally, the Bluff Creek primary corridor can be demarcated on the subject property by the 908 contour, excepting the portion of Wetland I that is incidental. In addition to the land below the 908 contour, the primary corridor includes a small upland area located behind the proposed clubhouse. Due to the significant stand of trees and close proximity to the creek, the primary corridor also includes the wooded knoll in the southwest corner of the property that is bounded by the 908 contour and the railroad tracks. The plans should be revised to show the correct primary zone boundary. Additionally, the primary zone boundary should be terminated at the property lines for the subject property because the above description of the primary zone boundary is not an accurate description of the primary zone on adjacent properties. Signage for the Bluff Creek Overlay District should be posted at least every 300 feet along the primary zone boundary. The applicant is proposing alteration within the primary zone of the Bluff Creek Overlay District and within the 20 -foot buffer area adjacent to the primary zone. The grading is for the Autobahn Motorplex - Planning Case 06-34 November 21, 2006 Page 11 of 16 construction of the stormwater pond and to accommodate buildings and drive areas adjacent to the primary zone. VARIANCE The Primary Corridor is designated open space. All structures must meet a 40 -foot structural setback from the Primary Corridor boundary as required by Chanhassen City Code. In addition, no grading is allowed within the first 20 feet of the Primary Corridor. The plans propose grading for a stormwater pond within the Primary Corridor. This is the only feasible location for a stormwater pond due to the site topography. A variance is necessary to permit the encroachment into the primary zone. It is reasonable to grant this variance. As a condition of approval, the applicant will be required to develop a re -vegetation plan for the Primary Corridor. MULTIPLE BUILDINGS ON ONE PARCEL Section 20-902 of the Chanhassen City Code permits the groupings of buildings on a single parcel through the conditional use permit process. Development layout and building design intent is for creating a sense of community amongst the association members. One aspect of accomplishing this is by dividing the building square footage into 14 relatively small buildings that fit in and follow the lot contours as opposed to 2 or 3 large sprawling buildings. RECOMMENDATION Staff and the Planning Commission recommends that theAmning GsWAHis i Chanhassen City Council adopt the following four motions and adoption of the attached findings of fact and recommendation: A. "The Chanhassen City Council approves the Rezoning of the western portion of the site from Agricultural Estate District, A2, to Industrial Office Park, IOP." B. "The Chanhassen City Council approves the Conditional Use Permit for development within the Bluff Creek Corridor with a Variance to locate the storm water pond within the Bluff Creek primary zone, in conformance with the grading plans prepared by Sathre-Bergquist, Inc., dated 10-19-2006, subject to the following conditions: 1. The plans shall be revised to show the correct Bluff Creek Overlay District primary zone boundary. Additionally, the primary zone boundary shall be terminated at the property lines for the subject property because the above description of the primary zone boundary is not an accurate description of the primary zone on adjacent properties. Signage for the Bluff Creek Overlay District shall be posted at least every 300 feet along the primary zone boundary. 2. The applicant shall develop a restoration plan for the upland areas within the primary zone that includes native plants for the Bluff Creek Overlay District. The plant species shall be selected Autobahn Motorplex - Planning Case 06-34 November 21, 2006 Page 12 of 16 from the Bluff Creek Management Plan Appendix C. The final plan shall be reviewed and approved by the City before installation. 3. The property owner shall dedicate a conservation easement and a drainage and utility easement over the primary zone of the Bluff Creek Overlay District. 4. Chanhassen Type H silt fence shall be provided adjacent to all areas to be preserved as buffer. The silt fence shall be installed in overlapping "J -hooks" to break up the sections and provide additional water and sediment retaining capacity. 5. Erosion control blanket shall be installed on all slopes on site steeper than 3:1. The plans shall be revised to depict blanket locations and shall provide a detail for blanket installation. 6. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed." C. "The Chanhassen Planning Commission recommends approval of the Conditional Use Permit for multiple buildings (up to 14) on one parcel subject to the following conditions: 1. Development of the two buildings immediately adjacent to Audubon Road shall require a separate site plan review." D. "The Chanhassen City Council approves the Site Plan for 12 buildings (one clubhouse/museum building and 11 storage buildings totaling approximately 177,000 square feet of building area), plans prepared by Sathre-Bergquist, Inc., dated 10-19-2006, subject to the following conditions: Additional windows or doors must be incorporated in the clubhouse eastern building elevation to comply with the 50 percent transparency requirement. 2. Water Resource Coordinator conditions: a. The plans shall be revised to show how the water routed through Wetland Area B will be conveyed to the proposed stormwater pond. b. The plans shall be revised to show only non-exempt wetlands. Wetland buffer areas at least 16.5 feet in width shall be preserved, surveyed and staked in accordance with the City's wetland ordinance prior to grading commencing. All wetlands and wetland buffer areas to be preserved shall be protected by silt fence during grading. All structures shall be set back at least 40 feet from the wetland buffer edge. c. The plans shall be revised to show the correct primary zone boundary. Additionally, the primary zone boundary shall be terminated at the property lines for the subject property because the above description of the primary zone boundary is not an accurate description of the primary zone on adjacent properties. Signage for the Bluff Creek Overlay District shall be posted at least every 300 feet along the primary zone boundary. Autobahn Motorplex - Planning Case 06-34 November 21, 2006 Page 13 of 16 d. A conditional use permit and variance shall be obtained prior to alteration within the Bluff Creek Overlay District primary zone. e. Drainage and utility easements over the stormwater pond and areas necessary for pond access (including an easement over the main drive aisle through the site from Audubon Road to the pond) shall be dedicated to the City prior to recording the site plan. The parking areas and drive aisles shall be swept each spring to prevent sand from leaving the site. Documentation of sweeping activity shall be submitted to the City annually. f. The plans shall be revised to include Chanhassen's standard details for stormwater infrastructure and erosion and sediment control, including 3107, 3108, 3109, 5300, 5301 and 5302A. A detail for the proposed temporary perforated riser pipe shall also be included in the plans. g. A temporary perforated riser and stable emergency overflow (EOF) is needed; a detail shall be included in the plan. The basin shall be properly sized for the watershed area, according to NPDES requirements (i.e., the basins shall provide storage below the outlet pipe for a calculated volume of runoff from at least a 2 -year, 24-hour storm from each acre drained to the basin, except that in no case shall the basin provide less than 1800 cubic feet of storage below the outlet pipe from each acre drained to the basin). The outlet pipe shall discharge upstream from the edge of the receiving wetland and shall be stabilized with riprap. h. Chanhassen Type Il silt fence shall be provided adjacent to all areas to be preserved as buffer. The silt fence shall be installed in overlapping "J -hooks" to break up the sections and provide additional water and sediment retaining capacity. i. Erosion control blanket shall be installed on all slopes on site steeper than 3:1. The plans shall be revised to depict blanket locations and shall provide a detail for blanket installation. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed. k. The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency) and comply with their conditions of approval. 1. A Storm Water Pollution Prevention Plan (SWPPP) shall be developed for the site and approved by City staff prior to issuing a permit. The SWPPP shall include a provision that requires temporary seeding of stockpiles if left exposed for more than 14 days. m. The plans shall be revised to include energy dissipation on all inlets and outlets within 24 hours of installation. n. The plans shall be revised to replace hay bale curbside inlet controls with Wimco-type inlet controls. A detail shall be provided. The controls shall be installed within 24 hours of installation of the inlets. Autobahn Motorplex - Planning Case 06-34 November 21, 2006 Page 14 of 16 o. All perimeter controls shall follow the City's specifications. The perimeter controls shall be inspected by the City and the SWCD prior to grading. 3. Fire Marshal conditions: a. Additional fire hydrants will be required. Please contact the Chanhassen Fire Marshal for exact location of additional hydrants. b. A 10 -foot clear space must be maintained around fire hydrants, i.e., street lamps, trees, shrubs, bushes, Xcel Energy, Qwest, cable TV and transformer boxes. This is to ensure that fire hydrants can be quickly located and safely operated by firefighters. Pursuant to Chanhassen city Ordinance #9-1. c. Yellow curbing and no parking fire lane signs will be required. Contact Chanhassen Fire Marshal for exact location of yellow curbing and signs to be installed. d. No burning permits shall be issued for trees to be removed. Trees and shrubs must either be removed from site or chipped. e. Fire apparatus access roads shall be designed and maintained to support the imposed load of fire apparatus and shall be serviced so as to provide all-weather driving capabilities. Pursuant to Minnesota State Fire Code Section 503.2.3. f. Submit radius tum dimensions to City engineer and Chanhassen Fire Marshal for review and approval. Pursuant to Minnesota State Fire Code Section 503.2.4. 4. Building Official Conditons: a. The buildings are required to have automatic fire extinguishing systems. b. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. c. Retaining walls over four high must be designed by a professional engineer and a permit must be obtained prior to construction. d. Every building containing any plumbing fixtures and/or receptors, must have its own independent connection with a public or private sewer, except that a group of buildings may be connected to one or more manholes which are constructed on the premises and connected to a public or private sewer (MSPC 4715.310). No building sewer shall be less than 4 inches in diameter (MSPC 4715.2310). Building drain must be by gravity (MSPC 4715.2430). The distance between cleanouts in horizontal piping shall not exceed 50 feet for 3 -inch or less in size and not over 100 feet for 4 -inch and over in size (MSPC 4715.1010. 5. Forester conditions: Autobahn Motorplex - Planning Case 06-34 November 21, 2006 Page 15 of 16 a. All existing boulevard trees along Audubon Road shall be preserved and protected with tree preservation fencing during construction. Any City boulevard tree that dies or is removed will be required to be replaced. b. The applicant shall revise the landscape plan to show a total of 82 overstory, trees within the vehicular use area. c. The applicant shall revise the landscape plan to show a total of 23 overstory trees along the northwest property line buffer yard. d. The slope along the Bluff Creek primary zone shall be seeded with an approved native seed mix. e. Plant selections for landscape requirements shall incorporate native species for buffer yard and parking lot landscaping 6. Engineering Conditions: a. The grading plan must be revised to show proposed pavement grades for the driveway access to the northern officetwarehouse. b. The grading plan must show proposed pavement grades. c. Pavement grades must not exceed 10%. d. The private streets within the development must be constructed to a nine -ton design. e. An additional spot elevation must be shown on the south end of the storage building immediately west of the northern office/warehouse to ensure positive drainage. f. Note the proposed rim and invert elevation of the storm sewer located at the driveway intersection south of bore hole location #3. g. The developer must coordinate with City staff to ensure that pond maintenance and emergency vehicles will be able to access the gated area. h. The width of the drive aisle southeast of the pond must be minimum 26 feet wide in addition to the proposed parallel parking stalls. i. If fire code permits, staff recommends that the private watermain be six-inch diameter for water quality purposes. j. The City's construction observer shall be present for all sanitary sewer and watermain testing to ensure that the proposed connections to the City facilities are in conformance with engineering standards. k. The developer shall pay for the inspection bills and submit a $5,000.00 security to ensure payment of these bills. Autobahn Motorplex - Planning Case 06-34 November 21, 2006 Page 16 of 16 7. The retaining wall shall follow the standards for retaining walls incorporated in the subdivision regulations." ATTACHMENTS 1. Findings of Fact and Recommendations. 2. Development Review Application. 3. Autobahn MotorPlex Project Narrative dated 10/20/2006. 4. Autobahn MotorPlex Architectural Narrative. 5. Memo to Lori Haak from Bruno Silikowski, Re: Variance Justification. 6. Private Entry Road. 7. Reduced Copy Site Plan Dated 10/19/06. 8. Reduced Copy Grading Plan dated 10/19/06. 9. Reduced Copy of Landscaping Plan Sheet LI dated received 10/27/06. 10. Reduced Copy of Landscaping Plan Sheet L2. 11. Reduced Copy Existing Conditions Survey dated 9/26/06, sheets 1-3. 12. Reduced Copy Tree Inventory dated 9/26/06. 13. Reduced Copy Clubhouse Building Elevations. 14. Reduced Copy Typical Fagade Elevations. 15. Reduced Copy Clubhouse Floor Plan. 16. Reduced Copy Storage Building Floor Plan. 17. Alternate Access Schematic. 18. Reduced Copy Cross Section from Creekside. 19. Email from Jon Day to Bob Generous dated 10/25/06. 20. Email from Brian Guthrie to Bob Generous dated 11/10/06. 21. Email from Jon Day to Bob Generous dated 11/10/06. 22. Letter from Chip Hentges to Robert Generous dated 11/21/06. 23. Public Hearing Notice and Affidavit of Mailing. g:*Ian\2006 planning cases106-34 autobahn motorplex%staff report autobahn motorplex.doc CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION Application of Bruno J. Silikowski for Rezoning of the western portion of the site from Agricultural Estate District, A2, to Industrial Office Park, IOP; Conditional Use Permit for development within the Bluff Creek Corridor with a Variance to locate the storm water pond within the Bluff Creek primary zone; Conditional Use Permit for multiple buildings (up to 14) on one parcel; and Site Plan Approval for 12 buildings (one clubhouse/museum building and 11 storage buildings totaling approximately 150,000 square feet of building area). On November 21, 2006, the Chanhassen Planning Commission met at its regularly schedule meeting to consider the application of Bruno J. Silikowski for development approval to build Autobahn Mototplex. The Planning Commission conducted a public hearing on the proposed development preceded by published and mailed notice. The Planning Commission heard testimony from all interested persons wishing to speak and now makes the following: FINDINGS OF FACT 1. The property is currently zoned Industrial Office park, IOP, and Agricultural Estate District, A2. 2. The property is guided in the Land Use Plan for Office/Industrial and Parks and Opens Space 3. The legal description of the property is: See Exhibit A. 4. Rezoning: 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. b. The proposed use is compatible with the present and future land uses of the area. C. The proposed use conforms to all performance standards contained in the Zoning Ordinance with the granting of a variance for the storm water pond within the Bluff Creek primary zone. d. The proposed use will not tend to or actually depreciate the area in which it is proposed. e. The proposed use can be accommodated with existing public services and will not overburden the city's service capacity. f. Traffic generation by the proposed use is within capabilities of streets serving the property. Conditional Use Permits: a. The proposed use will not be detrimental to the public health, safety, comfort, convenience or general welfare of the neighborhood or the city. b. The proposed use will be consistent with the objectives of the city's comprehensive plan and the zoning ordinance. C. The proposed use will be designed, constructed, operated and maintained so to be compatible in appearance with the existing or intended character of the general vicinity and will not change the essential character of that area. d. The proposed use will not be hazardous or disturbing to existing or planned neighboring uses. e. The proposed use will be served adequately by essential public facilities and services, including streets, police and fire protection, drainage structures, refuse disposal, water and sewer systems and schools; or will be served adequately by such facilities and services provided by the persons or agencies responsible for the establishment of the proposed use. f. The proposed use will not create excessive requirements for public facilities and services and will not be detrimental to the economic welfare of the community. g. The proposed use 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 use will have vehicular approaches to the property which do not create traffic congestion or interfere with traffic or surrounding public thoroughfares. The proposed use will not result in the destruction, loss or damage of solar access, natural, scenic or historic features of major significance. The proposed use will be aesthetically compatible with the area. k. The proposed use will not depreciate surrounding property values. 1. The proposed use will meet standards prescribed for certain uses as provided in the zoning ordinance with the granting of a variance for the storm water pond within the Bluff Creek primary zone. 6. Site Plan: a. The proposed development is consistent with the elements and objectives of the city's development guides, including the comprehensive plan, official road mapping, and other plans that may be adopted; b. The proposed development is consistent with the site plan review requirements; C. The proposed development 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 areas; d. The proposed development creates a harmonious relationship of building and open space with natural site features and with existing and future buildings having a visual relationship to the development; e. The proposed development creates 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. L 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. Variance: a. That the literal enforcement of this chapter would cause an undue hardship. Undue hardship means that the property cannot be put to reasonable use because of its size, physical surroundings, shape or topography. Due to the topography of the site, the construction of the storm water pond in the primary zone is a reasonable request. b. The conditions upon which a petition for a variance is based are not applicable, generally, to other property within the same zoning classification because of the topography of the property. C. The purpose of the variation is not based upon a desire to increase the value or income potential of the parcel of land, but to locate the storm water pond in a logical location on the site. d. The alleged difficulty or hardship is not a self-created hardship, but is due to site topography. e. The granting of the variance will not be detrimental to the public welfare or injurious to other land or improvements in the neighborhood in which the parcel is located. f. The proposed variation will not impair an adequate supply of light and air to adjacent property or substantially increase the congestion of the public streets or increase the danger of fire or endanger the public safety or substantially diminish or impair property values within the neighborhood. 8. The planning report #06-34 dated November 21, 2006, prepared by Robert Generous, et al, is incorporated herein. The Planning Commission recommends that the City Council approve the Autobahn Motorplex development including the Rezoning of the western portion of the site from Agricultural Estate District, A2, to Industrial Office Park, IOP; Conditional Use Permit for development within the Bluff Creek Corridor with a Variance to locate the storm water pond within the Bluff Creek primary zone; Conditional Use Permit for multiple buildings (up to 14) on one parcel; and Site Plan Approval for 12 buildings (one clubhouse/museum building and 11 storage buildings totaling approximately 150,000 square feet of building area. ADOPTED by the Chanhassen Planning Commission this 21" day of November, 2006. CHANHASSEN PLANNING CONMSSION M Its Chairman Legal Description That part of the Southeast Quarter of Section 15, Township 116, Range 23, West of the 5'h Principal Meridian described as follows: Beginning at the Northeast corner of said Southeast Quarter thence on an assumed bearing of North 89 degrees 00 minutes 25 seconds West along the North line of said Southeast Quarter a distance of 2614.22 feet to the Northwest corner of said Southeast Quarter; thence South 00 degrees 59 minutes 45 seconds East along the west line of said Southeast Quarter a distance of 1766.11 feet; thence North 56 degrees 57 minutes 24 seconds East a distance of 669.01 feet; thence South 33 degrees 02 minutes 36 seconds East a distance of 39.63 feet; thence Northeasterly along a non-tangential curee concave to the Northwest having a radius of 1859.86 feet; a chord bearing North 49 degrees 43 minutes 26 seconds East of 394.93 feet; thence North 56 degrees 57 minutes 24 seconds east, not to last described curve a distance of 323.97 feet; thence South 35 degrees 03 minutes 24 seconds West a distance of 22.98 feet; thence Southwesterly 120.34 feet along a tangential curve to the right having a radius of 1959.86 feet; thence North 57 degrees 57 minutes 24 seconds East not tangent to the last described curve a distance of 1319.26 feet; thence North 33 degrees 02 minutes 36 seconds West a distance of 12.50 feet; thence North 56 degrees 57 minutes 24 seconds East a distance of 495.70 feet to the East line of said Section 15; thence North 1 degree 15 minutes 22 seconds West a distance of 72.51 feel along the east line of said Section 15 to the point of beginning, according to the Government Survey thereof,. Subject to easement for County State Aid Highway 17. EXCEPT which lies Westerly of Bluff Creek, the centerline of said creek described as follows: Commencing at the Northwest corner of the Southeast Quarter of Section 15, Township 116, Range 23 West of the 5h principal Meridian; thence on an assumed bearing of South 89 degrees 00 minutes 25 seconds East, along the North line of said Southeast Quarter, a distance of 718.45 feet to the point of beginning of the centerline to be described: thence South 03 degrees 14 minutes 54 seconds West, a distance of 12.34 feet; thence South 12 degrees 17 minutes 21 seconds East a distance of 18.26 feet; thence South 86 degrees 42 minutes 32 seconds East, a distance of 66.41 feet; thence South 00 degrees 11 minutes 26 seconds East, a distance of 10.09 feet; thence South 26 degrees 53 minutes 49 seconds East, a distance of 11.25 feet; thence South 04 degrees 40 minutes 40 seconds East, a distance of 71.53 feet; thence South 08 degrees 34 minutes 33 seconds West, a distance of 513.32 feet; thence South 01 degrees 27 minutes 58 seconds East, a distance of 148.78 feet; thence South 08 degrees 14 minutes 13 seconds West, a distance of 114.78 seconds; thence South 30 degrees 49 minutes 36 seconds West, a distance of 256.50 feet; thence South 30 degrees 12 minutes 30 seconds West, a distance of 95.70 feet; thence South 22 degrees 09 minutes 40 seconds East, a distance of 29.71 feet; thence South 10 degrees 54 minutes 04 seconds West, a distance of 55.44 feet; thence South 14 degrees 39 minutes 10 seconds East, a distance of 15.14 feet; thence South 22 degrees 30 minutes 14 seconds West; a distance of 33.54 feet; thence South 08 degrees36 minutes 50 seconds West, a distance of 40.11 feet; thence South 10 degrees 58 minutes 44 seconds West, a distance of 16.30 feet; thence South 33 degrees 58 minutes 55 seconds East, a distance of 3.27 feet to the point on the Northerly line of the Milwaukee, St. Paul and pacific Railroad, said point a distance of 586.57 feet Northeasterly of the Southwest corner of the above described property, as measured along said Northerly Railroad line, and said line ther terminating. That part of the Southeast Quarter of the Northeast Quarter of Section 15, Township 116 Range 23 West of the 5`a Principal Meridian described as: Beginning in the Southeast corner of said Southeast Quarter of the Northeast Quarter, thence on an assumed bearing of North 89 degrees 00 minutes 25 seconds West along the south line of said Southeast Quarter of the Northeast Quarter a distance of 747.57 feet; thence North 35 degrees 03 minutes 24 seconds East, a distance of 1.50 feet; thence Northeasterly 1042.48 feet along a tangential curve to the right having a radius of 2814.79 feet to the East line of said Southeast Quarter of the Northeast Quarter; thence South 00 degrees 24 minutes 06 seconds East along the East line of said Southeast Quarter of the Northeast Quarter a distance of 738.57 feet to the point of beginning, according to Government Survey thereof. Subject to easement for County State Aid Highway No. 17. Torrens Certificate No 24463 CITY OF CHANHASSEN 7700 Market Boulevard - P.O. Box 147 Chanhassen, MN 55317 - (952) 227-1100 DEVELOPMENT REVIEW APPLICATION PRINT it Name and Address: 'tilt* J. C_;IL1 KOCti' C'� Contact: Phone: G /a 260E `,R FFax: Email: L55 LlioWSK�AIrrlkiiWhncr�rx,Lok Planning Case No. 06—:5q Owner Name and Address: C CiS� uc-S Contact: 9� �t �i 6 - l,� �3 J� e Phone: Fax: Such Email: _kce SL[Lti 9¢ , L'hn r J NOTE: Consultation with City staff is required prior to submittal, including review of development plans Comprehensive Plan Amendment _ X Conditional Use Permit (CUP) ^ a $,su Interim Use Permit (IUP) Nonconforming Use Permit Planned Unit Development* Rezoning 560 Sign Permits Sign Plan Review X Site Plan Review (SPR)- 150,000 JLC) ; I SCO Subdivision' Temporary Sales Permit Vacation of Right-of-Way/Easements (VAC) X Variance (VAR) SOU X Wetland Alteration Permit (WAP) 0)75 Zoning Appeal Zoning Ordinance Amendment Notification Sign—$200 (City to install and remove) X Escrow for Filing Fees/Attorney Cost*' - $50 CUP/SPRfVAC/VARANAP/Metes & Bounds - $450 Minor SUB TOTAL FEE $ q, a --7S � oel CC-#_ 50 3 7 An additional fee of $3.00 per address within the public hearing notification area will be invoiced to the applicant prior to the public hearing. 'Sixteen (16) full-size folded copies of the plans must be submitted, including an 8'/2" X 11" reduced copy for each plan sheet along with a digital copy in TIFF -Group 4 ('.tif) format. "Escrow will be required for other applications through the development contract. Building material samples must be submitted with site plan reviews. NOTE: When multiple applications are processed, the appropriate fee shall be charged for each application. SCANNED PROJECT NAME: LOCATION: 1C)c&7- --e,19E of AJDvi&o"R() SoL.,T1a ``f���(�7of LEGAL DESCRIPTION: SEE p 0t -oeY SU2v£y 1Ar"r4CACbY TOTAL ACREAGE: 3?,, -7 WETLANDS PRESENT: — YES NO PRESENT ZONING: E"'�,Teety T^fri• "Icf WE51ExN f �r 'AIA6rZkCV-r';.v-L REQUESTED ZONING: "=OP IvOvSmi4tOFFiCE I�aK PRESENT LAND USE DESIGNATION: A.— REQUESTED LAND USE DESIGNATION: Ci€ �IC��Tao.. -TryrKL REASON FOR REQUEST: This application must be completed in full and be typewritten or clearly printed and must be accompanied by all information and plans required by applicable City Ordinance provisions. Before filing this application, you should confer with the Planning Department to determine the speck ordinance and procedural requirements applicable to your application. 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. This is to certify that 1 am making application for the described action by the City and that I am responsible for complying with all City requirements with regard to this request. 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 have attached a copy of proof of ownership (either copy of Owners Duplicate Certificate of Title, Abstract of Title or purchase agreement), or I am the authorized person to make this application and the fee owner has also signed 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. The documents and information I have submitted are true and correct to the best of my knowledge. SigSignature Dat t-?6SZZ It-?6- Signature ignature of -Vee Owner Date Gayt.AMrorms\Development Review Application.DOC Rev 12x05 SCANNED id30 UNINNVId N39SVHNVHO 900Z b z 100 ^1 a3AI303LI Autobahn MotorPlex Project Narrative 10/20/20063SSVHNVHO dO A110 Planned use of property: The facility consists of approximately 38 acres with — 13.5 being used for building. The facility will consist of multiple buildings with the frontage mad, Audubon Rd, having two 2 acre lots that will be developed as office/warehouse units. The road entering into the property will be a private mad and will serve as the only entrance into the property campus. The elevation drops significantly from the road level (approximately 30 feet) which will shelter the storage condominiums from public view. The emphasis in the complex is on aesthetics, quality construction, privacy and security. The planned use will primarily be high-end storage condominiums and will be built in phases, starting with the Club -House and buildings surrounding the Club -House. We are building in phases so to give our individual customers what they need in amount and configuration of storage space. The site will consist of multiple buildings, each with sprinkler fire protection and digital security cameras as well as individual unit web -cam security access through the facilities website. Different and better than any other site built or being built, these buildings will have significantly upgraded amenities that will not only set it apart but will aid in the projects success. We are well financed and our customers/members tend to be people with high-end vehicles looking for a safe, secure and upscale place to keep the vehicles and share their passion with other like minded individuals. Our use is extremely clean and environmentally friendly that values the natural beauty that the location brings. The major differences between Autobahn MotorPlex (AMP) and any other storage facility in the area is the quality and location. Additionally, their buildings are steel sided plain structures and ours will have a significantly upscale finish to them (see club house option which will carry the theme to all of the buildings). The Club House will also be used as an automotive museum and a warehouse showroom serving the needs of the condominium owners. There is a growing trend throughout the United States and in fact internationally for the kind of facility that I am building. The following link is a Forbes article regarding the AMP Competition In -floor heat Yes No Sprinkled building Yes No Web cam security in unit Yes No Wash down bay Yes No Club House Yes No Motorsport Events thru-out yr Yes No Museum Yes No Bathroom Yes No Mechanics on-site Yes No Concierge desk and website Yes No Time from downtown Minneapolis <15 min 40 minutes Additionally, their buildings are steel sided plain structures and ours will have a significantly upscale finish to them (see club house option which will carry the theme to all of the buildings). The Club House will also be used as an automotive museum and a warehouse showroom serving the needs of the condominium owners. There is a growing trend throughout the United States and in fact internationally for the kind of facility that I am building. The following link is a Forbes article regarding the trend and what I am doing (I am mentioned in the latter part of the article). When you read the article, you will notice that it's focused on "driving track country clubs"; while we are building a storage location in Chanhassen, it is linked to what I am doing in another location in the State. This is the link and I've also cut and pasted the article at the end of this document for your convenience. http://www. forbesautos.com/news/features/2006/racing_plubs.html Facility description: The facility consists of approximately 38 acres with — 13.5 being used for building. The facility will consist of multiple buildings with the frontage road, Audubon Rd, having two 2 acre lots that will be developed as office/warehouse units. The road entering into the property will be a private road and will serve as the only entrance into the property campus. The elevation drops significantly from the road level (approximately 30 feet) which will shelter the storage condominiums from public view. The emphasis in the complex is on aesthetics, quality construction, privacy and security. The complex will have multiple buildings with approximately 150,000 sq ft under roof. It will be gated and fenced with the planned look as follows: fence design being of aluminum or steel construction and looking close to this: Access to the campus will be regulated by gated checkpoint using both remote controls and a permanent keypad. Both the Fire Department and Police Department will be given controllers and access codes for entry into the facilities. The facility will be manned during normal business hours. As stated earlier the facility will have multiple buildings with the following approximate architectural themes: The facility will have significant restrictive covenants that will restrict/limit the owners from being able to store hazardous and flammable items as well as limit any outside parking. The restrictive covenants and contract are currently being drafted by an experienced storage condominium attorney. Description of operation The facility is primarily, secured private garage condominiums which allow the owners access at any time. However, the Club -House will only be open during normal business hrs (i.e. 7am till 8pm). The Club -House will primarily be for the convenience of the owners, but will occasionally be used for meeting (Le. Porsche Club, BMW Club, and Corporate Meetings). The Club -House is designed in a Museum display setting for prominent automobiles. The plan is for the ability to display 16 vehicles in the museum portion of the Club -House. This museum is not open to the public and is for the enjoyment of the club members. Additional planned amenities are a dedicated common "vehicle wash down" bay for use by our members, thus avoiding the need for drains in each of the units. Parkin¢ I am applying for proof of parking. Given that the entire idea of this facility is to store your vehicles, we do not anticipate much need for parking. In the site plan drawings submitted, you will find a greater number of parking spaces identified than is required by the City. My request is that we simply do not stripe the parking spots except for around the Club -House. Car News and Reviews Published on 08/01/2006 How to Drive More than 100 mph and Not Get Busted by Andrius Mikonis ForbesAutos.com CHICAGO — Do you have a fast car but nowhere to take it out and see what it will do? A driving country club may be coming to a metropolitan area near you. Think golf -country -club amenities but with a racetrack instead of links. It's a place close to home where members can go to exercise their cars and driving abilities in a safe environment without worrying about speed traps. Most importantly, this is not professional racing, but somewhere to drive as fast as you'd like, as often as you'd like. A vintage Porsche races on the Autobahn Country Club's South Circuit. The idea has evolved over the last few years, with four clubs already open and more on the way. Established clubs are attracting everyone from professional drivers and race -car builders to car enthusiasts. The only qualifications members need are a fast car, driving certification to be determined by the facility and, of course, you have to pay to play. The key here is the club component, setting these businesses apart from the traditional racetrack venue by offering regular on -track driving opportunities without having to join a sanctioning body or wait for special events. This most often takes the form of a country -club model, where members pay an initiation fee and annual dues for track access as well as use of a clubhouse and related facilities. A prime example is the Autobahn Country Club (ACC), which opened in spring 2005 in Joliet, III., and is a one-hour drive from downtown Chicago. "It's the first purpose-built club of its kind," said founder and president Mark Basso. 'We're getting a lot of interest from around the country." The carefully landscaped 3.57 -mile road course winds around 320 acres. Construction on a larger clubhouse with a car museum starts in April to supplement the Autobahn's current building. Members can also lease trackside lots to build their own garages and spectator buildings. This feature is in its third phase, with some 36 already leased in the first two. Each one is fancier than the last, with "pod tables, custom kitchens, even art collections," according to Basso. And men aren't the only ones having all the fun at these clubs. Three primary members are women. Steve Wagner, one of the four founders of the ACC, says there are several members' wives, almost a dozen by his estimate, who come out and drive on a regular basis. Developer Matt Page, who is breaking ground in July on a 1,600 -acre site near Dallas, says his Racers Ranch country club will feature a combination of Old English architecture and "the look of a Kentucky horse farm." Even garage facilities will resemble stables. There will be an actual equestdan center and 40 five -acre home sites for a true country -ranch -living experience. Page wants the dub to feel more like an exclusive and relaxing retreat than a racetrack. Truck access to the paddock will be through a separate entrance to keep the operations behind the scenes. A high level of service, including a concierge, will be this club's hallmark. A quite different club idea is the Miller Motorsports Park, which opened this spring near Salt Lake City. Alan Wilson, who designed Autobahn and many other tracks worldwide, said this setup is based on drivers' clubs at the Goodwood and Silverstone tracks in England and the Sports Car Gub of South Africa — which he says are "great social places where at any time you could bump into Formula One drivers." Clubs in Operation: j Autobahn Country Club Joliet, Ill. Annual Fee: $3,000 Contact: 815/722-2223 autobahnmb@comcast.net Mlller Motorsports Park Tooele, Utah Annual Fee: $1,600 to $3,500, depending on level of membership Contact. 8011563-4175 bmiller @mi llermotorportsparlc. com Motorsport Ranch Cresson, Texas Annual Fee: $1,158 Contact: 8171512-3162 The Miller Motorsports Park track holds sanctioned races — several organizations have already signed on — and also has a private club with a core membership. It will also be open to credentialed members of the visiting race. Home dub members not only have ample track use but also free spectator access during races, where they are able to meet and socialize with the incoming group. "The idea is to mix and match elements of motorsports," explained Wilson. Autobahn management feels that opening the private dub to car shows is important for business, and hence plans to allow public access to its car museum. "It adds to the excitement of the racetrack atmosphere, but the members will always have a private area to retreat to," Basso said. info@motorsportranch.com VIRginia International Raceway Motorsport Country Club Alton, Va. Annual Fee: $2,100'for Virginia/North Carolina residents; $1,200 all other state residents Contact: 4341822-7700 The annual fees differ between each dub. Racers can expect to spend $3,000 annually at the Autobahn Country Club; $100 to $175 per month at the VIRginia International Raceway (VIR); and $50 to $75 per month at Motorsport Ranch. Also, the VIR and Motorsport Ranch have additional charges for usage by day or half hour, respectively, while the ACC does not. Most of the clubs in development have pricing posted to pre -sell memberships. "Members are on their own as far as insurance coverage if they wreck their cars, but they are covered as participants under the dub's liability insurance," Basso said. The main attraction at all these clubs is a road -racing course, though some of the clubs will offer other driving venues such as kart tracks, skid pads and, less commonly, drag strips and off-road trails. Autobahn is putting the finishing touches on its Wilson -designed half -mile kart track this spring; it's 30 feet wide, so it's also suitable for autocross events. Though driver certification is required by all, typically these tracks are designed with safety in mind, because a wide variety of skill levels will be accommodated. This means ample room to run off the track without hitting anything as well as limiting speeds by keeping the length of the straightaways relatively short. Matt Page, who has also brought Alan Wilson on board, says he wants to have a longer straightaway on one of the courses for only the most competent drivers, as this will be useful for manufacturers that might rent the track for testing. "Everything will be built to Sports Car Club of America standards," Page said. "Safety is first." Clubs to Watch: Alpine Motorsports Club Saylorsburg, Pa. Contact: 8001795-2638 dsmith@lusa.com Look for it: Construction begins in 2007. Autobahn Motorplex Another feature nearly all of these clubs possess is a track with multiple configurations, allowing dub members to drive simultaneously and independently while another group can rent another part of the track. You'll see anything from street cars to vintage race cars to motorcycles. Page said he wants to "celebrate all kinds of motorized vehicles," and he wants to make room for "gearheads with muscle cars, even Model Ts." All of these racing clubs run in much the same way, by grouping similar vehicles and drivers together to go out on the track for a predetermined length of time, then the next group goes out. Occasionally, there might be timed racing. Rental customers include car dubs looking for track time; sanctioned organizations holding races; manufacturers for testing, consumer events or training employees; and corporate clients looking for an activity. "We sold out every weekend and 60 percent of the weekdays," Basso said of the first season. "It takes the burden off the members to have to cover all the operating costs." Location is an important consideration. Back in 2000, the scenic 3.27 - mile road course of the Virginia International Raceway was resurrected after a long hiatus and reopened as America's first driving country club. However, it is billed as a resort destination catering to both in- state and out-of-state members. The advantage of a dub like the Autobahn is its proximity to a major city — the dub is 49 miles from Chicago. "You can leave the office at noon, get an afternoon of driving in and still be home for dinner," Basso said. Metro Minneapolis Contact: Bruno Silikouski bsilikowski @autobahnmotorplex. com Look for it: Construction date TBA Club Motorsports Tamvwrth, N.H. Contact: 6031437-3278 Look for it. Construction date TBA New Jersey Motorsports Park Millville, N.J. Look for it: Spring 2007 Racers Ranch Dallas area Contact: 2141718-1247 straight8llc@hotmail.com Look for it: Construction began July 11, 2006. The future Alpine Motorsports Club may have one of the best locations, situated 75 miles from both New York City and Philadelphia. The 360 -acre site in the Pocono Mountains will feature a four -mile course with 220 feet of elevation changes. Alan Wilson designed the circuit with nine different configurations. All the ingredients for a perfect driving country club are there; one novel idea is encouraging members to form "driving groups" who can rent a section of the track to race amongst themselves. Already years into the planning, Alpine will break ground early next year. Bruno Silikowski found a different approach to the proximity problem. His Autobahn Motorplex, located 15 minutes from downtown Minneapolis, is a 37 -acre site that will not have a track, but will have a clubhouse as well as secure, heated storage condos that members can purchase — and depreciate — to garage their racing and other special cars. Silikowski is scouting some potential track locations further out of town, but in the meantime members will have use of ort -site facilities for car maintenance, with techs both on -staff and visiting, as well as a concierge to help make arrangements. They will host events like car shows and SCCA meetings, and they will offer a place for like-minded enthusiasts to mingle and watch televised races. "It will be the mecca of motorsports in Minneapolis," said Silikowski. Alan Wilson thinks noise is the biggest problem with getting a new club built in a populated area these days. "The noise issue doesn't have to be a necessity," he said, pointing out that most recreational drivers won't see any difference driving a car on the trade with a muffed exhaust. "These clubs will evolve, and without the noise will no longer be a negative to the surrounding area. Then they will be more socially acceptable." The demand is there. Autobahn has sold out individual memberships and has started a waiting list. Only six corporate memberships remain available. 'We're growing like crazy," said Basso. Autobahn MotorPlex Architectural narrative This document is an addendum to the project narrative. The entire platted lot area of this development is 1,648,253 Sq. Ft. with a 50' elevation drop from Audubon Road to the wetlands. The development proposal is for 175,763 Sq. Ft. of building area and 275,632 Sq Ft of paved area. The hard surface coverage of the upland.area is 47%, with the balance being green space & natural areas. Development layout & building design intent is for creating a sense of community amongst the association members. One aspect of accomplishing this is by dividing the building square footage into 14 relatively small buildings that fit in & follow the lot contours as opposed to 2 or 3 large sprawling buildings. A carriage house look is being created that will have a continuity of purpose and architectural theme (see attached drawings) but with a variety of trim detail and colors that will create uniqueness. The buildings will have gabled roofs, the roof pitches will range from 3/12 pitch to 8/12. Substantial eave & gable overhangs shall be incorporated into each building design with highlighted fascia features. Walls and roofs are to be highlighted to create a European village feel. Features shall include roof cupolas, cross buck style decorative doors and loft doors, enhanced door and window trims and gable louvers. Fagade areas of buildings will have wainscots which consist of stone or brick in natural color tones (see samples). Roof finishes shall be of pre painted steel, steel to be commercial quality with a minimum thickness of .019". Paint finish to be Kynar 500/Hylar 5000 brand with a 35 year warranty (see samples). Wall finishes will be painted, fibrous cement board siding (James Hardi siding) or stucco (see samples). Architectural variety will be achieved by varying roof pitches, fascia highlight features, cupola style variation and by varying door, window, louver and loft door size and quantity. Architectural variety will be enhanced by building placement on property; floor elevations of buildings vary as much as 25' with some buildings tucked into hill sides to enhance variety. MEMO To: Lori Haak, City of Chanhassen From: Bruno Silikowski, Mutual Investments LLC RE: Variance Justification — Autobahn MotorPlex Site This memo supports our appeal for a change or variance to the City suggested Bluff Creek Overlay Line (BCOL). The only change that we are requesting is that instead of using the 908 foot contour elevation we use the 906 elevation. This change results in an extremely little difference in land within the BCOL (see elevation contour map) throughout the General Mills site and our land but does allow low land on our site to be used for ponding. Additionally, there is no impact on the wetland boundaries on either site. The low area on our land includes an incidental wetland. It is man-made and its genesis is a result of grading that was done on the site back in 1988-1989 timeframe (Sathre owned the site at that time, so we know this to be fact). If the appeal is agreed upon, we will only use the difference in the land for ponding purposes and it will, within 2-3 years, take on similar characteristics as the pond/wetland to the north. This area is by far the most reasonable location to place the ponding; it is the lowest point that can be used and this is where the water naturally flows. This ponding point is also the closest natural location that would allow the water coming from the railroad track to be channeled, in fact that water also flow to the area requested. This memo also demonstrates that the best place for the pond is where the incidental wetland is located, adjacent to the main wetland basin. There are many reasons but the most important are a natural water flow, better water quality entering the Bluff Creek, higher quality pond aesthetics, and significantly increased expenses for engineering work, excavating, grading, build ability, and piping. In summary, changing the BCOL from the 908 to 906 elevation is the most reasonable solution for ponding on this site. The only use for the land difference will be for ponding. Additional improvements to the BCOL could also be gifted, such as but not limited to additional plantings adjacent to existing wetland complex within the BCOL. We would coordinate with an Environmental Engineer to determine appropriate improvements to the wetland boundaries and upland to expand or enhance the existing wildlife habitat. We would propose to do this in cooperation with General Mills to provide a more comprehensive improvement plan. Sec. 20-58 General conditions for granting a variance - (1) There is undue hardship; it is not being able to use the area of the property where the storm water naturally flows. Reason being the area is currently within the BCOL primary line, and ponding is not allowed within the BCOL. Additional undue hardship is; that the next most logical place to put a storm water pond is along western upland slopes. This is not only a poor place to put the pond from the standpoint of water flow but also from an engineering standpoint (least structurally sound - being placed on a slope) and the storm water won't be filtered as much through the wetland before flowing into the Bluff Creek. Also, flow from existing gullies will not be able to be treated prior to it entering the BCOL. (2) The topography of this parcel makes this property quite different than the surrounding properties, bowl shaped. The overland flow on the site is largely from the east towards the west/northwest lowest. Currently, much of the flow is being directly to the incidental wetland area by actively eroding gullies. This incidental wetland area is where we are requesting a pond to be placed. (3) The variance is requested because it is the most reasonable solution to storm water ponding on this site. It would be the most structurally stable pond location, provide maximum filtering of the stone water and be in the place where the water is naturally flowing. (4) As stated above, the topography of this parcel makes for a natural storm water ponding location. (5) The opposite would occur, placing the ponding on this location will provide maximum filtering for the storm water thus improving the water quality entering the Bluff Creek. (6) If anything, the approval of this variance will enhance the quality of life for the surrounding neighbors, ecology and wildlife. Variance Justification on the 8200 Audubon Road Prouerty. Storm water ponding is always a necessary challenge as a part of the development to protect downstream waterbodies and is somewhat of a peculiar problem on this site. The main body of the site slopes mostly from the east towards the West, however there is a higher area in the western portion of the site that drains back to the East creating a bowl shape where the storm water naturally settles in the lowest part of the property. In fact, this presents a natural place where the storm water ponding begs to be. Unfortunately, —25% of the needed storm water ponding falls within the Bluff Creek Overlay, but is still outside the defined wetland boundary, thus requiring a variance for the proposed solution. Striving to create a ponding area that provides the best rate and quality control for all runoff from this site prior to reaching the wetlands abutting Bluff Creek while using the existing topography of the land we worked with City staff and have researched three options for dealing with the storm water ponding; 1. West most pond site; engineering wise it is a volatile structure and least structurally sound because of being built on the side of a hill. Of the options, due to it's proximity to the creek it will also provide the least amount of filtering of the on site storm water discharge from the pond through the wetland before entering Bluff Creek. This pond would provide no treatment or control for the existing off site runoff from the railroad property to the South which is currently eroding two gullies across our site and into the wetland. 2. Moving the proposed ponding site as far out of the Bluff Creek Overlay as possible pushes the pond uphill constraining the available storage volume and yields less in positive control of storm water runoff rate and volume. The pond is proposed to be excavated as deep as possible given the water table of the wetland. This plan which reduces the available storage volume would require us to divert the existing water coming from the two points of the railroad property south of us directly into the wetland, hence not treating or controlling this storm water runoff prior to being dumped into the wetland. This is less than a good plan. The best and most reasonable plan is to allow the storm water pond to be built at the lowest point on the property; this is where the majority of the on site water along with considerable water from the South currently flows. This proposed location uses the existing topography adjacent to the wetland to create a pond of a size that would meet the City and Watershed requirements for quality and rate control, Additionally, this would allow the water coming from the railroad property through the two existing gullies to be directed, treated, and controlled in the proposed pond before discharging to the wetland and Bluff Creek. In this proposal —75% of the pond will be located outside the BCOL. We are requesting a variance for the remaining portion of the pond that is proposed within the BCOL. We believe that within a couple of years that this pond would look like and take on the characteristics of the existing wedand/pond area directly adjacent to this same wetland complex to the North. Private entry road This site has prior approval on the entry to the property shown in the sketches and by the physical "curb cut" on the property. We examined the option of moving the entry of the road to coincide with intersection at the North end of the property. This is not a feasible location due to the high degree of sloping on that North section of the property, shown in the attached engineering drawing. 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I went to the city's website for some additional information which was very helpful. Once I read that I went to the developer's website and there was a story on their site about their plans (see below). They are a "race car" and car enthusiast organization and the target market for this type of facility is "race and specialty" cars. The website says they plan to have car shows on the site as well. Cars of that type normally have modified exhaust systems to create that loud sound from the pipes. This raises noise concerns. As you know, this proposed facility would border a natural park like area which is zoned as an agricultural area. The area is lined with homes on the entire west side and a community bike trail on the west side of the wetlands. There is nothing between this proposed site and those homes and the bike path. This proposed facility would hold hundreds of race cars which would be coming and going at all hours of day and night. Also those cars could be loaded and unloaded from trucks and trailers, etc. I am sure car shows being held on site would also contribute heavily to the noise. We all know that show cars normally have loud pipes and often loud stereo systems. Would earthen berms be required like the city required from the General Mills expansion that adjoins this site? Perhaps the berms of the same elevation, with similar plantings on top could be extended from the General Mills site south along the back of this site to block sound and try to preserve some natural look of the area. They could put the fence they have in their plans inside the berm and tree line as well. One part of the proposed facility comes a long way west along the railroad tracks. Perhaps the facility could be kept toward the east along Audubon and not come as far west down along the railroad track. This would keep the noise a little further away from the homes. Maybe a nice combination of berms and keeping the buildings a little further from residential homes would work in keeping the noise down. Thank you for your time. Jon Day ham://www.cl ubmotorsports.com/pressroomfindex.cfm?atedetails&NewslD=432 Bruno Silikowski found a different approach to the proximity problem. His Autobahn Motorplex, located 15 minutes from downtown Minneapolis, is a 37 -acre site that will not have a track, but will have a clubhouse as well as secure, heated storage condos that members can purchase — and depreciate — to garage their racing and other special cars. "It will be the mecca of motorsports in Minneapolis," said Silikowski. Alan Wilson thinks noise is the biggest problem with getting a new club built in a populated area these days. "The noise issue doesn't have to be a necessity," he said, pointing out that most recreational drivers won't see any difference driving a car on the track with a muffed exhaust. "These clubs will 10/25/2006 Page 2 of 2 evolve, and without the noise will no longer be a negative to the surrounding area. Then they will be more socially acceptable." The demand is there. Autobahn has sold out individual memberships and has started a waiting list. Only six corporate memberships remain available. "We're growing like crazy," said Basso 10/25/2006 Page 1 of I Generous, Bob From: Bcheezwiz@aol.com Sent: Friday, November 10, 2006 11:34 PM To: Generous, Bob Subject: Planning Case 06-34, NO WAY! Dear Bob, I live at 8123 Stone Creek Drive. very much enjoy the land that is currently being targeted for rezoning and wetland alteration. I am totally against this project and would like to know how to stop it. What are our rights? Who on the city council needs to be contacted? Why would we want to fill in wetlands just to store cars? This is crazy. Why doesn't Mr. Silikowski build this in Plymouth behind his own house? I am fully prepared to rally the neighbors against this. I believe this will drive the value of our house straight DOWN. This will be a huge eye sore. With all of the construction going around our area, do we really need this? Thanks for your reply Brian Guthrie 11/13/2006 Page 1 of 2 Generous, Bob From: Jon Don@marketwiseagservices.com) Sent: Friday, November 10, 2006 1:07 PM To: Generous, Bob Subject: Autobahn Motorplex Questions Follow Up Flag: Follow up Flag Status: Red Hi Bob, I was just looking at the website and had a few more questions. Is it OK for me to ask you for information about this, or is there someone else I should go to at the city? • Have you received a photograph of the proposed buildings? I have been looking on the site and have not seen them yet. ♦ Is there any idea how much these units will sell for? What happens if they don't sell all the units? How would the city ever "re -develop" this land if this idea fails? ♦ How many jobs will this create in Chanhassen? • What type of tax revenue would the city gain from this project? If possible I was wondering if I could find out what the revenue for the city would be per unit. ♦ If I wanted to look at the Planning Commissions review and conditions of the General Mills/Pillsbury expansion that extended into this same general area behind our homes, how can I get access to that? ♦ Finally, if you can look at the photo below. It contains an aerial photograph of the land from the Carver County website. It shows where the current ponds are back here and the trees. Can you send us an image back that would show what trees would be destroyed and what happens to the second pond? I don't see a second pond on their drawing. 11/13/2006 � v li t <, �J Copyrg ht ®2IXM, Caner County, M inrcxita (} 0 1 rj]ft Thanks, Jon Day 8229 Stone Creek Drive Chanhassen, MN 55317 11/14/2006 ARVER ,4%n9 �` 219 East Frontage Road o0 1946 !t Waconia, MN 55387 ooV,rPhone: 952-442-5101 0►ey Fax: 952-442-5497 NSTRKT htto://w xo.carver.mn.us/SWCD/SWCO main.html Mission Statement. To provide leadership in conservation and teach stewardship of the soil, water, and related resources through a balanced, cooperative program that protects, restores, and improves those resources. April 21, 2006 Robert Generous City of Chanhassen 7700 Market Boulevard Chanhassen, MN 55317 Re: Autobahn Motorplex Mr. Generous: The SWCD has taken the opportunity to review the Autobahn Motorplex. Please review and consider the following comments and suggestions regarding the SWPPP and erosion control and sediment controls. SWPPP 1 — A Storm water pollution preventive plan (SWPPP) will need to be developed for the site and approved prior to issuing a permit. Our office would like to receive and review the SWPPP once it is developed and comment for the city. Erosion Control 1. It should be noted on the plan that energy dissipation is needed on all inlets and outlets within 24 hours of installation. Sediment Control 1. Curbside inlet control were identified on the plan, but it should be noted that other proven methods are out there that work better. (Hay bales are not a proven method) Wimco- type, or other comparable inlet controls should be used and installed within 24 hours of installation of the inlets. 2. The proposed temporary storm water ponds needs a detail showing a temporary outlet for these ponds. Also, how will water reach the storm water pond during construction — it should be noted that all areas should be positive graded to the storm water pond. 3. All perimeter controls that will be placed need to follow the cities specification in specific areas. The perimeter controls should be inspected by the city and the SWCD prior to grading. 4. Temporary seeding of stockpiles will be required if left exposed for more than 14 days — these requirements will need to be spelled out in the SWPPP. AN EQUAL OPPORTUMTY ff"LOYER Storm water Manaeement 1. An adequate easement for pond access for maintenance purposes is needed and should be shown on the plan. I would like to be invited to the Pre -con meeting prior to starting the project to be introduced to the players of the project. If there are any questions or if I can be of further assistance please contact the SWCD office. Sincerely, Chip Hentges Conservation Technician c. Lori Haak, City of Chanhassen (email) CITY OF CHANHASSEN CARVER & HENNEPIN COUNTIES NOTICE OF PUBLIC HEARING PLANNING CASE NO. 06-34 NOTICE IS HEREBY GIVEN that the Chanhassen Planning Commission will hold a public hearing on Tuesday, November 21, 2006, at 7:00 p.m. in the Council Chambers in Chanhassen City Hall, 7700 Market Blvd. The purpose of this hearing is to consider a request for Rezoning of the western portion of the site from Agricultural Estate District, A2, to Industrial Office Park, IOP; Conditional Use Permit for development within the Bluff Creek Corridor; Conditional Use Permit for multiple buildings (up to 14) on one parcel; Site Plan Approval for 12 buildings (one clubhouse/museum building and 11 storage buildings totaling approximately 175,000 square feet of building area); a Wetland Alteration Permit to fill wetlands on site; and a Variance to locate the storm water pond within the Bluff Creek primary zone on property located on the west side of Audubon Road north of the Twin Cities and Western Railroad — AUTOBAHN MOTORPLEX. Applicant: Bruno J. Silikowski. 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/sere/plan/06-34.html 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, Senior Planner Email: bQenerousaci.chanhassen.mn.us Phone: 952-227-1131 (Publish in the Chanhassen Villager on November 9, 2006) CITY OF CHANHASSEN AFFIDAVIT OF MAILING NOTICE STATE OF MINNESOTA) ) ss. COUNTY OF CARVER ) I, Karen J. Engelhardt, being first duly sworn, on oath deposes that she is and was on November 9, 2006, 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 Autobahn Motorplex — Planning Case No. 06-34 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. .�leputy r!�+ Subsic d and swo to before me this•n day of O , 2006. Notary Publi 3 � Notary Public -Min asota 0......_ ' 1,1y Commission ExMres Jen 31.2010 Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, November 21, 2006 at 7:00 p.m. This hearing may not start until later in the evening, depending on the order of theagenda. Location: City Hall Council Chambers, 7700 Market Blvd. Request for Rezoning of the western portion of the site from Agricultural Estate District, A2, to Industrial Office Park, IOP; Conditional Use Permit for development within the Bluff Creek Corridor; Conditional Use Permit for multiple buildings (up to 14) on Proposal: one parcel; Site Plan Approval for 12 buildings (one clubhouse/museum building and 11 storage buildings totaling approximately 175,000 square feet of building area); a Wetland Alteration Permit to fill wetlands on site; and a Variance to locate the storm water pond within the Bluff Creek primary zone: AUTOBAHN MOTORPLEX — Planning Case 06-34. Applicant: Bruno J. Silikowski Property West side of Audubon Road north of Twin Cities & Western Railroad 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 What Happens hearing through the following steps: at the Meeting: 1. Staff will give an overview of the proposed project. at the Meeting: 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the project. If you want to see the plans before the meeting, please visit the City's projects web page at: www.ci.chanhassen.mn.us/serv/r)lan/06-34.html. If you wish to talk to someone about this project, please contact Bob Generous by email Questions & at bcenerous@ci.chanhassen.mn.us or by phone at 952-227-1131. If Comments: you choose to submit written comments, it is helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this item will be available online on the project web site listed above the Thursday prior to the Planning Commission meeting. City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Wetland Alterations, Rezonings, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within 500 feet of the subject site to be notified of the application in writing. Any Interested party is invited to attend the meeting. • Staff prepares a report on the subject application that includes all pertinent information and a recommendation. These reports are available by request. At the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation. The item will be opened for the public to speak about the proposal as a part of the hearing process. The Commission will close the public hearing and discuss the item and make a recommendation to the City Council. The City Council may reverse, affirm or modify wholly or partly the Planning Commission's recommendation. Rezonings, land use and code amendments take a simple majority vote of the City Council except rezonings and land use amendments from residential to commerciavindustrial. • 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 meet with the neighborhood regarding their proposal. Staff is also available to review the project with any interested person(s). • Because the Planning Commission holds the public hearing, the City Council does not, Minutes are taken and any correspondence regarding the application will be included in the report to the City Council. If you wish to have something to be included In the report, please contact the Planning Stall person named on the notification. Notice of Public Hearing Chanhassen Planninq Commission Meeting Date & Time: Tuesday, November 21, 2006 at 7:00 p.m. This hearing may not start until later in the evening, depending on the order of theagenda. Location: City Hall Council Chambers, 7700 Market Blvd. Request for Rezoning of the western portion of the site from Agricultural Estate District, A2, to Industrial Office Park, IOP; Conditional Use Permit for development within the Bluff Creek Corridor; Conditional Use Permit for multiple buildings (up to 14) on Proposal: one parcel; Site Plan Approval for 12 buildings (one clubhouse/museum building and 11 storage buildings totaling approximately 175,000 square feet of building area); a Wetland Alteration Permit to fill wetlands on site; and a Variance to locate the storm water pond within the Bluff Creek primary zone: AUTOBAHN MOTORPLEX — Planning Case 06-34. Applicant: Bruno J. Silikowski Property West side of Audubon Road north of Twin Cities & Western Railroad 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 What Happens hearing through the following steps: 1. Staff will give an overview of the proposed project. at the Meeting: 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the project. If you want to see the plans before the meeting, please visit the City's projects web page at: www.cl.chanhassen.mn.us/sery/­plan/06-34.html. If you wish to talk to someone about this project, please contact Bob Generous by email Questions & at buenerous®ci.chanhassen.mn.us or by phone at 952-227-1131. If Comments: you choose to submit written comments, it is helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this Item will be available online on the project web site listed above the Thursday prior to the Planning Commission meeting. City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Wetland Alterations, Rezonings, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within 500 feet of the subject site to be notified of the application in writing. Any interested party is Invited to attend the meeting. • Staff prepares a report on the subject application that Includes all pertinent information and a recommendation. These reports are available by request. At the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation. The item will be opened for the public to speak about the proposal as a part of the hearing process. The Commission will close the public hearing and discuss the item and make a recommendation to the City Council. The City Council may reverse, affirm or modify wholly or partly the Planning Commission's recommendation. Rezonings, land use and code amendments take a simple majority vote of the City Council except rezonings and land use amendments from residential to commerciavindustrial. • 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 meet with the neighborhood regarding their proposal. Staff is also available to review the project with any interested person(s). • Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondence regarding the application will be included in the report to the City Council. If you wish to have something to be included in the report. please contact the Planning Staff person named on the notification. This map is neither a legally recorded map nor a survey and is not intended to be used as one. This map is a compilation of records, informabon and data located in vadous city, county, state and fed" offices and other sources regarding Me 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. ff mom or discrepancies are found please cornact 952-227-1107. The preceding disclaimer is prooded pursuant to Minnesota Statutes §466.03, Subd. 21 (2000), and the user of this map acknowledges that the City shall not be lime for any damages, and expreesly waives all claims, and agrees to defend, indemnify, and hold harmless the City from any and all claim brought by User, its employees or agents, or Mid paries which arise out of the users access or use of This map is neither a legally recorded map nor a survey antl is not intended to Ise used as one. This map is a corr'pilabon of records, infomation and data located in down city, county, slate and fascism! offices antl other sources regarding the area shown, and is to on used for reference purposes only. The City does not wamant that Me Geographic Information System (GIS) Data used to prepare Mis nap are error free, and the City does not represent that the GIS Data can be used for navigational, tracking or any other purpose rectioing exacting measurement of distance or direction or precision in the depiction of geographic features. ff errors or discrepancies are found please contact 952-2271107. The preceding disclaimer is provided pursuant to Minnesota Statutes §466.03. Subd. 21 (2000), and Me user of this nap acknowledges that the City shall not Ise hatMe 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, of Mird parties which adee out of the Users acs,ss m use of Public Hearing Notification Area (500+ feet) Autobahn Motorplex Planning Case No. 06-34 City of Chanhassen SUBJECT PROPERTY BNM Creek Reserve SCANNED ALAN M & TERESA Y JOHNSON ALFRED A IVERSEN ANDREW M & STACEY A LAUSENG 8286 STONE CREEK DR 1500 PARK RD 8117 STONE CREEK DR CHANHASSEN, MN 55317-7414 CHANHASSEN, MN 55317-8200 CHANHASSEN, MN 55317-7416 ANDREW T & CARRIE J SEUBERT 8108 STONE CREEK DR CHANHASSEN, MN 55317-7416 BRUCE M & KANDREA D JELLE 1927 CREEKVIEW CT CHANHASSEN, MN 55317-7418 CHAD J & LAURA LAWRENCE 8162 STONE CREEK DR CHANHASSEN, MN 55317-7416 CHRISTOPHER M VERNIER & 8090 STONE CREEK DR CHANHASSEN, MN 55317-7419 CLYDE H STEPHENS III 8348 STONE CREEK DR CHANHASSEN, MN 55317-7417 DANIEL L TROST & 8151 STONE CREEK DR CHANHASSEN, MN 55317-7416 DAVID A STOCKDALE 7210 GALPIN BLVD EXCELSIOR, MN 55331-8058 ELIZABETH JEAN CARLSON 1947 CREEKVIEW CT CHANHASSEN, MN 55317-7418 BRENSHELL HOMES INC 4052 OAKLAND ST ST BONIFACIUS, MN 55375-4538 BUILDING MANAGEMENT GROUP LLC 1724 LAKE DR W CHANHASSEN, MN 55317-8580 CHAN CONGR JEHOVAHS WITNESSES 7227 BREN LN EDEN PRAIRIE, MN 55344-4134 CHRISTOPHER N & PAIGE M GILES 8180 STONE CREEK DR CHANHASSEN, MN 55317-7416 DANIEL E & KAREN K TRUE 8091 STONE CREEK DR CHANHASSEN, MN 55317-7419 DANIEL N & JULIE L PFEIFFER 1950 BLUFF VIEW CT CHANHASSEN, MN 55317-7421 DAVID L OBEE 2060 MAJESTIC WAY CHANHASSEN. MN 55317-9352 GERALD P CORNELL 8345 STONE CREEK DR CHANHASSEN, MN 55317-7417 BRIAN D & ELIZABETH J GUTHRIE 8123 STONE CREEK DR CHANHASSEN. MN 55317-7416 CHAD E & LINDA S NELSON 8135 STONE CREEK DR CHANHASSEN, MN 55317-7416 CHRISTOPHER A RASMUSSEN & 1929 BLUFF VIEW CT CHANHASSEN, MN 55317-7421 CHRISTOPHER T & BRENDA M BERG 8269 STONE CREEK DR CHANHASSEN, MN 55317-7414 DANIEL & GWEN M MICHAEL 1944 CREEKVIEW CT CHANHASSEN, MN 55317-7418 DANIEL R & DONNA L HERNANDEZ 8289 STONE CREEK DR CHANHASSEN, MN 55317-7414 DOROTHY M SUTTER 1913 CREEKVIEW CT CHANHASSEN, MN 55317-7418 GLEN P & REBECCA A GAUERKE 8181 STONE CREEK DR CHANHASSEN, MN 55317-7416 GREG D & BETH M MEISEL HADI ANBARGHALAMI & HARLEY E & ELIZABETH L BERGREN 8141 STONE CREEK DR 8381 STONE CREEK DR 3330 EDINBOROUGH WAY APT 1611 CHANHASSEN, MN 55317-7416 CHANHASSEN, MN 55317-7417 MINNEAPOLIS, MN 55435-5919 HAROLD E & BEVARD M SCHRUM HERAKLES LLC JAY & KATHLEEN PETERSON 8297 STONE CREEK DR 8345 COMMERCE DR 8216 STONE CREEK DR CHANHASSEN, MN 55317-7414 CHANHASSEN, MN 55317-8427 CHANHASSEN, MN 55317-7414 JEFFREY W & LYNN S T HEITNER JON S & LORI A DAY JURGEN W & CAROL A SEEMANN 8161 STONE CREEK DR 8229 STONE CREEK DR 8401 STONE CREEK DR CHANHASSEN, MN 55317-7416 CHANHASSEN, MN 55317-7414 CHANHASSEN, MN 55317-7422 LDW PROPERTIES LLC MARK J CARLSON & MARK L & TIFFANY H ZITZEW ITZ 1340 PARK RD 8330 COMMERCE DR 1930 BLUFF VIEW CT CHANHASSEN, MN 55317-9527 CHANHASSEN, MN 55317-8426 CHANHASSEN, MN 55317-7421 MATTHEW WRIGHT & MCGLYNN BAKERIES INC #366 MICHAEL D & LAURA F WOELFEL 8126 STONE CREEK DR PO BOX 1113 1924 CREEKVIEW CT CHANHASSEN, MN 55317-7416 MINNEAPOLIS, MN 55440-1113 CHANHASSEN, MN 55317-7418 MICHAEL HALEY MICHAEL J & DARLENE M LEONARD OSMONICS INC 13147 MARIGOLD ST NW 8129 STONE CREEK DR 5951 CLEARWATER DR COON RAPIDS, MN 55448-1092 CHANHASSEN, MN 55317-7416 HOPKINS, MN 55343-8995 PARK AVENUE LOFTS LLC PAUL E & BARBARA D BOWMAN PETER & LEAH SWARTZBAUGH 510 1ST AVE N #500 8272 STONE CREEK DR 8369 STONE CREEK DR MINNEAPOLIS, MN 55403-1623 CHANHASSEN, MN 55317-7414 CHANHASSEN, MN 55317-7417 PETER J & ANNE BAKER RANDAL B TOFTELAND & RANDY & KATE MORONEY 1910 BLUFF VIEW CT 8325 STONE CREEK DR 8384 STONE CREEK DR CHANHASSEN, MN 55317-7421 CHANHASSEN, MN 55317-7417 CHANHASSEN, MN 55317-7417 RETAIL TECH LLC RICHARD C & LISA N HART RICHARD M GORRA 1501 PARK RD 8249 STONE CREEK DR 8201 STONE CREEK DR CHANHASSEN, MN 55317-9520 CHANHASSEN, MN 55317-7414 CHANHASSEN, MN 55317-7414 ROBERT C & PAMELA J DEDIC SANDRA J HOUCK SCOTT ALAN JESSE & 8377 STONE CREEK DR 8372 STONE CREEK DR 8198 STONE CREEK DR CHANHASSEN, MN 55317-7417 CHANHASSEN, MN 55317-7417 CHANHASSEN, MN 55317-7416 STEVEN B & PENNY J STORO STEVEN D & SUZANNE R KLOOS THE PILLSBURY COMPANY 8244 STONE CREEK DR PO BOX 6027 PO BOX 1113 CHANHASSEN, MN 55317-7414 SCHENECTADY, NY 12301-6027 MINNEAPOLIS, MN 55440-1113 THOMAS P & SANDRA J OPHEIM TODD T & CARRIE L TRAXLER TOWNHOMES AT CREEKSIDE ASSN 8305 STONE CREEK DR 8230 STONE CREEK DR PO BOX 36 CHANHASSEN, MN 55317-7417 CHANHASSEN, MN 55317-7414 CHANHASSEN, MN 55317-0036 November 21", 2006, Dear Bob Generous, Senior Planner I will not be able to attend the Public Hearing regarding the Proposed Development Autobahn MotorPlex. I would like to submit this note to the commission instead. I would like to thank you for taking the time to come by and see the Proposed Autobahn MotorPlex project from the backyards here in the neighborhood. Like most folks, I have most of my money tied up in my home and that is probably the case for most of the city's employee's and residents. The only hope we have for protection of our property and its value are our officials. People like you! I am opposed to two the project in its current configuration. I am also opposed to rezoning ALL the proposed Ag area into IOP. First on the project. I think that the proposed buildings furthest west and south, the two that require a rezoning of the western portion of the site from A2 to IOP should be rejected in their current configuration. The staff states that rezoning should happen because the "intended use" map shows the area as planned IOP. Since the intended use for part of the site is IOP that is should just happen. BUT, the current land zoned A2 also falls in the Bluff Creek Primary Overlay Zone. The current development does not comply with the direction and intent of the Bluff Creek Overlay section of the code. Therefore, I think that there is just as strong a case against rezoning to allow these building based on their lack of compliance with the Bluff Creek Overlay as there is a case for rezoning based on planned use. However, I am a reasonable resident. IF the project would move toward a more "open space" plan on the western end and include some higher dirt hills and berms, and maintaining as many of the trees that I pointed out to you as possible, then maybe the plan would fit the intent of the Bluff Creek Overlay District. Like others in the area, we built homes and invested in those homes based on the maps the city provides and the code behind the lines on those maps. The following map was scanned off the map received from city hall and it clearly shows that the area currently zoned AG is also in the Bluff Creek Overlay District. It also shows that "park and open space" comes virtually right up to the area where the last building is proposed. Do we really want buildings right in the park area? City of Chanhassen Land Use Map Bluff Creek Primary Overlay 1 & 2 Point where BC -1 & 2 Cross Tracks Proposed Buildings Current Ag Zone Line Chanhassen 2020 Land Use Plan \'a Residential - Large Lot (25 Arm Minnmur, 1/10 e[fe outsid Residental-Low Derpity (Net Densriy Range 1.2-4/Acre) ® Residential -Medium Density (Net DensityRange <- 8 u/Ac _ Residential - High Density (Net Denvty range 8 - 16 u/Arm) Conxnencal Offce II I I OH'ceAndustnal - Parks'Open Space - PublWSem:Public — Mmed BC - 1 Bluff Creek Primary Overlay District 1 Q BC - 2 Bluff Creek Prknery Overiay Drsirict 2 7 These maps are what people use to make decisions about investing their life savings in a home. People expect that any development in that Bluff Creek Overlay area is going to fit into the natural landscape and comply with the intent of that part of the code. I am sure you know this code inside out. 1 read it again and in Sec. 20-1552. 1 made special note of the part where it says; "Preservation of the natural conditions found in the zone and to the greatest extent possible, preserving significant resources and minimizing impacts in the secondary zone through cluster development and other practices which minimize the removal of vegetation, minimize site grading, and application of practices found in the city's Best Management Practices Handbook. It also talks about "Creation of a suitable balance between the amount and arrangement of en space landscaping view protection protection and vegetation protection and the design and function of manmade features. Creation of an interconnected open space network that preserves migratory patterns for wildlife. Creation of an interconnected open space network that provides recreational and educational opportunities for people. Since this project is not consistent with the goals of the Bluff Creek Overlay, then that should carry as much weight to NOT re -zone as the intended use does to rezone. However, I think a "scaled back" set of the two western most buildings, perhaps down to just one building or two smaller buildings, could allow for sufficient berms, natural plantings, etc to make this project fit the goals of the Bluff Creek project. Also if the trees that adjoin the wetlands could be preserved to help with a. screening effect. If the western end of the project would create a better balance between asphalt and grass, open space and storage buildings, natural landscaping and fencing, and would offer view protection, vegetation protection, in other words comply with the Bluff Creek Overlay intent, then I could support the project. I am totally opposed to rezoning ALL the A2 area into IOP. If ANY of the A2 land is rezoned, it should be limited to JUST THE SITE of the proposed project, not the entire A2 area as is currently being requested. There is no reason to re -zone the entire area, including the current wetlands and the rest of the Bluff Creek Overlay district into IOP. Doing this would could mean that any Prospective buyer of a home along Stone Creek Drive is buying a home that backs up to area to iust the site of the buildings. Jon Day 3 C/O Paul Lawson, First Service Residential 1801 American Boulevard E. Suite 21 Bloomington, MN 55425 Jill Sinclair Environmental Resources Specialist City of Chanhassen 7700 Market Blvd. P.O. Box 147 Chanhassen, MN 55317 Dear Jill, Thank you for your prompt response to all of our questions and phone calls and especially for taking the time to conduct an on-site review of the landscaping at the AutoMotorPlex campus with us. We are in receipt of your letter of August 16, 2013 to the Developer indicating the landscape requirements necessary to complete the project. Your explanation of the work that remains to be completed by November 1, 2013 has provided the clarification we were looking for. The AutoMotorPlex Association Board of Directors recently passed a resolution supporting completion of the landscaping per the requirements in your letter to the developer of 8/16/13. Furthermore the resolution directed me to contact you on behalf of the Association to advise the City of Chanhassen we would not support any variance request by the Developer to your letter of 8/16/13. It is our expectation the Developer will complete the Landscaping per the City of Chanhassen's requirements outlined in your letter of August 16,2013. We do have a binding agreement with the Developer to complete the landscaping work per the City of Chanhassen's requirements. Thank you for the professional manner in which you have worked with us to clarify the unfinished requirements for the completion of the Landscaping on the AutoMotorPlex Campus. Your attitude of service belies any of the old adages about the difficulty of "working with City Hall". Sincerely, ,,�� RECEIVED Brad Schreier SEP 13 2013 Board President, AutoMotorPlex Association CITY OF CIiANiiASSEN r r r r•r i t C/O Paul Lawson, First Service Residential 1801 American Boulevard E. Suite 21 Bloomington, MN 55425 Jill Sinclair Environmental Resources Specialist City of Chanhassen 7700 Market Blvd. P.O. Box 147 Chanhassen, MN 55317 Dear Jill. Thank you for your prompt response to all of our questions and phone calls and especially for taking the time to conduct an on-site review of the landscaping at the AutoMotorPlex campus with us. We are in receipt of your letter of August 16, 2013 to the Developer indicating the landscape requirements necessary to complete the project. Your explanation of the work that remains to be completed by November 1, 2013 has provided the clarification we were looking for. The AutoMotorPlex Association Board of Directors recently passed a resolution supporting completion of the landscaping per the requirements in your letter to the developer of 8/16/13. Furthermore the resolution directed me to contact you on behalf of the Association to advise the City of Chanhassen we would not support any variance request by the Developer to your letter of 8/16/13. It is our expectation the Developer will complete the Landscaping per the City of Chanhassen's requirements outlined in your letter of August 16,2013. We do have a binding agreement with the Developer to complete the landscaping work per the City of Chanhassen's requirements. Thank you for the professional manner in which you have worked with us to clarify the unfinished requirements for the completion of the Landscaping on the AutoMotorPlex Campus. Your attitude of service belies any of the old adages about the difficulty of "working with City Hall". Sincerely, Brad Schreier Board President, AutoMotorPlex Association Generous, Bob From: Generous, Bob Sent: Monday, August 27, 2012 8:17 AM To: 'Bruno Silikowski Subject: FW: Landscaping deposit Attachments: Autobahn Landscape marked0.jpg, Autobahn Landscape markedl.jpg Bruno: Until the required landscaping is installed, I can not release the landscaping security. Please review Jill's comments below and the attached plans. When you have installed the landscaping, please let me know so that I can have it inspected. If you have additional questions or need more information, please contact me. :.. From: Sinclair, Jill Sent: Thursday, August 23, 2012 3:58 PM To: Generous, Bob Subject: RE: Landscaping deposit HI Bob, I inspected Autobahn landscaping today and found that a significant number of tree have not been planted. I've attached a colored plan showing planted and unplanted trees. Yellow trees are not on site. Green trees have been planted. A total of 34 trees still need to be planted. There have been a large number of arborvitae shrubs planted in the areas noted on the plans. These were not approved as substitutions for the required trees. The site is well above the number of required shrubs as shown on the approved plans, but still needs to meet the required number of deciduous trees as shown on the plans approved for the development. Jill Sinclair Environmental Resources Specialist City of Chanhassen 952-227-1133 From: Generous, Bob Sent: Tuesday, August 21, 2012 6:13 PM To: Sinclair, Jill Subject: FW: Landscaping deposit Can you verify that everything is complete? Thanks, :.. From: Bruno Silikowski[mailto:bsilikowski(a�automotorplex.com] Sent: Tuesday, August 21, 2012 6:12 PM To: Generous, Bob Cc: 'Marvin Setness' Subject: Landscaping deposit Bob, we have completed all of the approved landscaping plan plus more. This is a simple request for release of the $5000 deposit given to the City back in 2007. Thanks Bruno Bruno Silikowski AutoMotorPlexT Minneapolis Phone: 612-850-8398 Campus address: 8150 Audubon Rd Mailing address: 1750 MotorPlex Court, Unit 1 Chanhassen, MN 55317 bsilikowski(cDautomotorolex com Visit us at: vwAv.Automotorplex.com ;ENERAL NOTES: ANT LI5T - 5HEE7 L I ONLY G TORYTR M: inn...wm-r-�nT^.r..^.nv,mn.�r.^>•FF2'.1�.'�� •^^n^^��rrr-moo ^ —Hmx ENNI socaIWLWTION MacONTPOL6WW j�RTFt� � .rm«m w'nienmr� n4..� c .. a. AVIOBAiQI NOSOAPLEC CITY OF CHANHASS RECEIVED OCT 2 7 2001 DHANHASSEN PLANNING e,m...w rn LANDSCAP8 R.1N Ll I' - K 10 f61 w °117)(4w A,� +'me� , W��c ytkk RVUL L% KO f- t -l- v VAvtw5 hAA4u&S f5jwb5 VILE & lUJ-ckck V,ti-qv w� g .,_._„_ I r ` MTM ... . . • . • . +ARK/� / . . . . . . . r..- \ \ ` u�” Mm.a.,no O•m• PLANT LIST - SHEET L2 ONLY / OVERSTORY TREES: m I c..w. R.,. -Cwt A fNA sumN 'M1 W.kcw.a a__ 9a Yasdnew isms iaa' 2Stl. as .� Iua;n MiM:n ry aaxra rsor. - ® ar cN rr. a-•ea:MLw, zs'w. a WETLAND l ORNAMEMA: TREES: �tTrirac Jweaerw rsr,w:.G: ixm. w '/ ,� DEOIDUOUS 5NRUI551 asyv. xmreee swnrwr u / � •. tl mamiu,hoa mwlwri(aaA R '. • � �•A./ cr POND � / / EVERGREEN 5NRUB5: f HWL�908.5 / C w ai . R.+ a.e. u. Sw ;Gmt. e WETLAND � /i u AV[OBAFPI MOTORPLE( sJ I n awG d6+nei Gwi I k „ \• \ e' ; ,.,r. i �.% r CITY REQUIREMENTS ucm,wo.e,nexcaameranamaowmn V. Hwy / /'�, nr•i...ww...e, ,.�.. raarv,a..wur,a•.... / / � /// � /sig / // \\ LANDSCAP6PLAN uwnvw••.ww•a ns. wwm>•uw•.�•.. v Planning Commission Meeting - November 21, 2006 for Planning Case 06-35, Anderson -Johnson Associates, IncJlndependent School District 112, Applicants. All voted in favor except Larson who opposed and the motion carried with a vote of 4 to 1. McDonald: Okay the motion carries with a vote of 4 to 1. So this particular application will be tabled until our next meeting. In the meantime what staff is given direction to investigate for us is, is this a bluff or not. And if so, will it require a variance in order to do this construction. Okay? And at that point we will suspend the public meeting. It is not closed. We will just suspend it until we are back at our next meeting. PUBLIC HEARING: AUTOBAHN MOTORPLEX, REQUEST FOR REZONING OF THE WESTERN PORTION OF THE SITE FROM AGRICULTURAL ESTATE DISTRICT, A2 TO INDUSTRIAL OFFICE PARK. IOP; CONDITIONAL USE PERMIT FOR APPROVAL FOR 12 BUILDINGS (ONE CLUB HOUSE/MUSEUM BUILDING AND 11 STORAGE BUILDINGS TOTALLING APPROXIMATELY 150.000 SQUARE FEET OF BUILDING AREA); A WETLAND ALTERATION PERMIT TO FILL WETLANDS ON SITE: AND A VARIANCE TO LOCATE THE STORM WATER POND WITHIN THE BLUFF CREEK PRIMARINA ZONE ON 38.7 ACRES OF PROPERTY LOCATED ON THE WEST SIDE OF AUDUBON ROAD NORTH OF THE TWIN CITIES AND WESTERN RAILROAD. APPLICANT, BRUNO J. SILIKOWSKUG.E. OSMONICS, PLANNING CASE 06-34. Bob Generous presented the staff report on this item. McDonald: Dan? Keefe: Regarding that variance to locate the storm water pond. Is that typical that we do that or atypical? I mean are there other instances where we have done that? In the Bluff Creek priMarina zone? Generous: We did, Mr. Chairman and commissioner. We have permitted it under a variance condition before. Under the Pioneer Pass where we're showing that it didn't, there's no feasible or appropriate alternative. As part of our review of this project, we did have the applicant provide us with looks at alternative storm water ponding. They weren't as, they weren't a preferred. One was on the western edge of the project but then we would be building our storm water pond into the side of the hill, and there's some stability issues that you'd have long term with that. And then the other one was to see if they could bunch it more in it's present location but push it out of the wetland, but to do the storage, they can reduce the size of the pond somewhat by not treating those off site water sources. But there would still be some intrusion into this, so this was the best alternative. It is the logical location for the storm water pond on site. 22 SCANNED Planning Commission Meeting - November 21, 2006 Keefe: Just to piggy, I mean we're looking at the site plan on 12 buildings. Was it considered to maybe locate the pond, to reduce the number of buildings or anything within, was that one of the options? Generous: Well that was, yeah. You can always reduce it but the developer, and I'll let him speak to that, had this, this is what he needs to make the project go forward. Keefe: Okay, so if it's, if this is the minimum then this is the most logical place for it to. Generous: That was our analysis that this was the most logical place. We believe that the little bit of intrusion that they're proposing, the compromise is we get an enhanced environmental, revegetation plan. Keefe: Okay. Alright. Just ask one question on the site plan, and I'm going to go straight to the retaining wall on this, and all those walls, I mean there's a lot of wall in here and you know, 200 feet at 14 feet high. I mean how are those spec'd out in terms of what the materials are. I mean I know they all have to be engineered right, but I would think that anybody sort of looking at this is, it's fairly significant in terms of, is that something you can speak to? Fauske: Commissioner Keefe, with regards to the retaining walls, I think the applicant can probably give you a little idea of what he's perhaps looking at as far as color, color pallet for the retaining walls. To answer your question regarding the height, what staff intended, what the table provided within the report was just giving the idea of the maximum wall height. For example, a 14 foot high maximum wall would be at one point. We'd certainly be happy to go and take a look at how the length of that maximum height exists but it does taper down to 0. Keefe: So the 500 foot one at 15 feet is more kind of... Fauske: I'd have to take a look at the grading plan. I can certainly clarify that but we just felt that with the types of developments that were getting in now with a lot of retaining walls, we just felt it was necessary to have the Planning Commission, City Council both have an idea of the length that they would be looking at of a retaining wall. We don't intend to mislead and say it's a 15 foot high wall the entire way. We can certainly talk more about tapers and such. Keefe: Can we talk about the product for this type of wall? I mean you know this one that's facing the site or is it facing outside, you know everybody outside will have to look at it you know within the, you see what I'm saying? Fauske: Right. It depends on where they are on the site. Certainly. Keefe: Well there are two in particular. Along the east of the pond, there's 14 feet and 190 feet long... Fauske: I don't have an answer prepared for you right now. I can certainly be more than happy or perhaps the applicant can further elaborate on that. With regards to materials, I would leave 23 Planning Commission Meeting - November 21, 2006 that up to the applicant but anything over 4 feet would have to be an engineered wall because of the amount of material that we'd be holding back. Keefe: Okay. McDonald: Kathy. Thomas: Not at this time. McDonald: Debbie. Larson: No. McDonald: Mark? I only have one question for staff and that deals with the retaining pond. Is it your position as you're coming here before us is to tell us that the harm of this variance is outweighed by the benefit to the wetland and that it will contain the surface water runoff for treatment before being emptied into the wetland? Generous: Yeah partially and also the enhanced environmental revegetation that we're getting in there. The species of trees and vegetation that are on the site right now, aren't the best. You know there's a lot of noxious weeds and things and this will improve that. McDonald: Okay. I just wanted to make sure. Generous: Well as a condition of approval we're requiring, we're recommending that they dedicate a conservation easement and a drainage and utility easement over that area. We wouldn't have that on a straight site plan. McDonald: Okay, so we are getting benefit for the variance? Generous: Right... McDonald: Okay. With that I would ask. Keefe: I've got just one last question. Can you speak to noise from this particular operation, just in terms of noise mitigation or what the intent is, because you know it is slated to be you know an auto related use. I don't fully understand the concept but. Generous: Right, and maybe it'd be better for the applicant because as it was explained to me, it's not a high noise generator. The types of automobiles aren't in those dragsters or the modified... It's Porsches, BMW, you know Mercedes. But the applicant can better, more to the operation. I tried to give him, as part of his application to provide a sense of that. And so he can better explain that. Keefe: And just in terms of understanding, I mean we've got hours of operation here, and I don't know about the public. I mean there's 24 hour access for an owner. 24 Planning Commission Meeting - November 21, 2006 Generous: Yeah, there's no public access really per se. Keefe: But there was reference to hours of operation like 8:00 to 6:00 or something in here. Generous: That's when it would be, they would have their proposal is to include a car wash facility for their members and also I think some assistance with mechanical repairs. I mean those people would be at the site at that time. That they would be able to help a owner with his vehicle. Keefe: Okay, so it's really 24 hour. You know in terms of noise type of ordinance related to this. I mean what if we get into this and that is the, like revving of engines and that, I mean what does the City have in terms of a mechanism to manage that? Generous: Well if it meets the nuisance requirements, then we can cite them. Keefe: Yeah. Generous: But it's not, the use is permitted. A storage facility is a permitted use in the IOP district. We think this is the least intensive industrial use that we can get on the site. Keefe: Yeah, I don't want to jump to conclusions that it's going to be noisy. I'm just. Generous: I think the applicant can better address those. McDonald: Okay, well let's have the applicant come forward and have him address these issues for us. And anything else you feel that we should know that would help me make a decision. Bruno Silikowski: I'll try. Good evening. Well where do you want me to start? Maybe perhaps what this is all about? These are private garages. I mean I'm kind of a car enthusiast. I have a bunch of vehicles that I like to keep. Once I buy them I tend to store them someplace and had a very difficult time finding kind of quality storage. Some place that's safe. Secure and has the kind of amenities I'm looking for. A higher end finish. Most of them that you find are nothing more than metal pole barns. One of the, a lot of security issues that I've heard from other people that do that, you know with those other locations. So what I'm building here is something that I need personally. And then what I found out is there's a whole lot of people like me, enthusiasts. I've been a long time guy in terms of auto enthusiast and I have a lot of cars so what I'd like to do is keep them, but in a place where I know I can look at them. Store them. Polish them when I want to. The kind of cars we're talking about here are people like me who have a collection. We may not touch the car for months. You know it's there. Polish it. It's kept clean and that's it. Hence the museum too because we have, it's a small museum. You know you somehow were able to point to some, can I do something here real quick, just to give everybody maybe the mental image of a piece of picture. You know some of the things I want to share with you here are some of the additional. Some additional drawings that have been done by the artist and the architect and such. So what you saw here originally is actually, this is the more current version. So we're going for a much more high end finish, and as Bob pointed out, these are the materials 25 Planning Commission Meeting - November 21, 2006 that we're planning on going with. It's a carriage house look. What you see here, what I'm going to point at are small museums inside of the club house. The idea of this is not only that we love collecting things, but we like to be able to talk. Right? We like to share our stories. We like to look at each others cars. That's what this is about. When you talk about hours of operation. Yeah, I'm an enthusiast but I also like to sleep so there's no way I'm going to be working on my car other than probably during the day. You know normal hours. And I am a typical person who is going to be an owner in one of these units. The idea is, instead of having our stuff scattered all around in different storage locations, we consolidate it and we bring like minded people together. The types of people that are coming here are the types that can afford all this stuff. So we tend to, you know there's a sort of natural filtering of what you'll see and frankly those customers are going to dictate that the finish and the look and the cleanliness and the quietness and all that is there. In terms of noise, honestly these are cars that you see on the road every single day. These aren't wild, you know we're not going to be sitting around revving our engines up. That's not what we do. It's a place to store our things and like I said, in a highly safe way. Just to give you an example, inside of our storage units I'm offering as an option is a web cam so if you're out traveling somewhere around the world and you want to take a look at your collection or show somebody, you dial into the web site and you zoom in on your vehicles. It's meant to be that way. And also on security wise, if somebody enters into your unit, it not only screens the video of what's going on inside a unit to an internet site that you can go review later, but it also emails your phone. Emails your computer so you know what's going on. So I'm trying to give you an idea that this is a kind of a higher end finish. It's a light use because guys like me, like I said, I have a car and I've got a number of them. I may not touch them for 6 months. But that's, I need a place to be able to put them. That's what this is about. Keefe: What about the, you talked a little bit about the number of buildings and the critical mass of the facility. Bruno Silikowski: Well I'm not exactly sure how to answer your question. The reason why we have the buildings the way we do is they're. Keefe: Just in terms of number of buildings and the size of the operation. Bruno Silikowski: It's, there are two things. It's a very expensive piece of property. Two, it's a very difficult site, as I think you're probably already aware of. It has a lot of sloping on it and frankly our density is pretty light relative to what we could go for but the, to make it work in the Performa, we worked, as Bob mentioned, a number of iterations of the plan and frankly this is the plan that works. So we kind of need to go this route. Now the, what was I going to mention to you? Oh, the size and the shape of the building are pretty much dictated by, if you think about it, inside the unit will be about 2 car deep. And so what we did is we tried to go, give enough space for people to be able to store their vehicle 2 deep but yet, you know minimize how really big it can be. You know now we end up generating a bunch of buildings versus one large building where people would store it all inside. This way you have your own personal unit. It's locked. You're the only one who has access to it, unless you allow someone else to go into it, and that's what I'm saying. Highly secure and safe. McDonald: Okay. Kathy. 26 Planning Commission Meeting - November 21, 2006 Thomas: No, I think he answered my questions. Bruno Silikowski: Excuse me? Thomas: You answered my questions. Bruno Silikowski: Oh, okay. Larson: Where's the race track going? Bruno Silikowski: Pardon me? Where does the race track go? Larson: Where is the race track going? Bruno Silikowski: Well it's not here. It's in a different part of the state. Actually that's a separate project and I just want to make sure that no one gets confused because there's been a few things written about me in Forbes and things like that. Some of what I'm working on, and there is a separate project that is completely independent of this. So don't be confused. That is not what's going on here. Larson: I was actually being facetious. Bruno Silikowski: You were being facetious. Okay. Well, okay. I guess that's it. McDonald: Mark? Undestad: One question for you. Bruno Silikowski: Oh, sorry. Undestad: The number of units, I mean as you've got all these buildings spread out on there. I know I wrote on here. I apologize. I can't find it right off hand. How many cars can you, once you get everything in here, how many cars can you put in? Bruno Silikowski: Well I mean there's a theoretical and then there's a reality. Generally speaking you'll put a couple cars in your stall. That's what you do, so if you look at it from that standpoint, a couple cars in a 1,000 square foot room, so you're probably talking maybe 300 cars. 400 cars total. Somewhere in that neighborhood. Undestad: Is that theoretically or is that realistic? Bruno Silikowski: Is it? No, I think that's realistic. Yeah. But the theoretical would be, you can squeeze a bunch more in there, but that's not what this is. Undestad: And they're allowed to work on the cars until 8:00 at night, is that? 27 Planning Commission Meeting - November 21, 2006 Bruno Silikowski: They're going to, David Eide who wrote kind of the law for Minnesota is actually writing our condo association. There's kind a bit of covenant restrictions. We are very sensitive to making noise 24 hours and that kind of, it's just not going to happen. We're not going to allow for it. We, it's a group of people, we're not renters. You know we may tinker with our cars, but we're not people that really rip their engine out and you know, just for fun. McDonald: Well speaking of that, is that the type of things that could be going on or is this more in line of you know a Jay Leno type of a thing where you've just got these cars and yeah, you take care of them. Bruno Silikowski: It's more in line like the Jay Leno idea, but I don't want to mislead you either. It's zoned correctly for having some mechanic do some of the work. The idea, part of the beauty of this facility is there's a lot of cars. They need maintenance, like any other does and it's kind of a hassle as owners of cars like this, of collections, to have to take them someplace. So for the minor things, the mechanic will be coming and doing work on our vehicles. If the car requires surgery, you know the engine, it's going to go to them. It's just not going to. McDonald: But again, everything takes place inside of one of the condos. Bruno Silikowski: They're inside closed buildings. McDonald: Inside a closed building. Bruno Silikowski: Not out in the open. In fact what you'll find is, we really don't, you won't see any cars sitting outside. Most of the time people will come in. They'll pull their car inside their little unit and you won't see them again unless they walk over to the club house. And this is empirical because I've seen it in other locations that people have built things like this. It's just the way it works out. It's very lightly traveled. In other words, there's not a lot of people coming in and out at any one period of time. And it's quiet. McDonald: And when you get down to ownership, is this, do you rent a stall or do you actually own it as part of a condo? Bruno Silikowski: You own it. McDonald: Okay. Bruno Silikowski: Yep. McDonald: So the people with the cars there will actually be the owners of that particular piece of property? Bruno Silikowski: That's right. Building. Keefe: So have you written your condo docs to limit noise? I'm just kind of curious. 19 Planning Commission Meeting - November 21, 2006 Bruno Silikowski: Yeah, I mean we certainly wouldn't want them storing any kind of hazardous chemicals, that kind of thing, you know so when you go through it, it's the logical, common sense stuff. We don't want people storing. I mean it'd be nutty to spend so much money to put the furniture in there but we want to make sure that doesn't happen. So there are certain things we're going to say you just can't store here, period. Keefe: In terms of operations and noise, are you limiting that? Bruno Silikowski: Yeah. I mean we are. That's the whole point of saying we have certain hours of operation, and maybe to address that a little bit more clearly. We will have a concierge desk inside the club house. When you arrange for, when the mechanic is coming in to do the minor maintenance on your vehicle, you know it still takes coordination. And so the way it would work is that a owner would type in on the internet, or the web site, kind of the request of what they need done. The concierge basically handles all that detail and the schedule to work and allows it to happen. They'd be the one to make sure that if the mechanic comes in to somebody's stall, even if they're not there, they'd be the one to make sure that they can get into their stall safely. You know they're getting the right one. That kind of thing, so when we meant hours of operation, you're not going to have mechanics coming in to, after hours. It's just not part of the plan. We're not having a restaurant. We don't want a liquor license. That's just not what this is about. Undestad: Can I ask a quick question? How much do you sell these, a unit for? Bruno Silikowski: Well, I'd be happy to follow up with you after the meeting to tell you. Yeah you know what you find is that everybody has a different need. Part of it, some people just need one space to put one car. Some people have a whole collection of things and maybe want multiple units, but have a contiguous space and so it just depends on what the people's needs are. Undestad: I'm just trying to get an idea of how many people, if you sell them all out and you say you get 200 to 300 cars in there, how many people are going to be coming in and out of there. Bruno Silikowski: I think I could estimate it. I'm thinking somewhere between 120 to maybe 150 people. Owners in this. That's about it. I don't see it going beyond that. In fact it may even stand out at 100. There's a number of people who have significant car collections and you know they're looking for 5,000 square feet. And 5,000, you know that doesn't take long to fill up the space. McDonald: Okay. Bruno Silikowski: You know I would like to stress, something Bob had said. This is really a light use and a clean use. We look at the whole issue of environmental protection is a big deal and this particular plan allows for water that's not treated today, coming off the railroad tracks going right into the wetlands and into Bluff Creek. We would be able to treat it with this particular set up, this plan and wed be happy to do that. The revegetation is a great idea. We're very supportive of that. And we want to be a good neighbor. You guys didn't bring up lights. I AZ Planning Commission Meeting - November 21, 2006 can tell you that's something else were very sensitive to. In the evening hours the lights are off. It's going to be motion sensor driven. So if somebody comes in, obviously you need to see but it's meant to be very unobtrusive and to be a good neighbor. And to have a high end finish. I would think that this type of finish would look better than an industrial building, but that's my opinion. McDonald: Okay. Thank you very much. Bruno Silikowski: Okay. McDonald: Okay, with that, this is a public meeting. I will now ask anyone in the audience that wishes to come forward and make comment, to do so. And again I would remind you of, come to the podium. State your name and address and address the commission. So who wants to be first? Mark Zitzewitz: Commissioners, my name is Mark Zitzewitz. I live at 1930 Bluff View Court which is in the Creekside neighborhood adjacent, or opposite the wetland from this project and apparently soon to be in the shadow in a very large pile of dirt. I come here, I'll try and be brief. There's obviously a number of people who want to speak on this subject but I come here to really stress that this is a project that will fundamentally affect the nature and character of an entire neighborhood. The creek and wetland area that is adjacent to this neighborhood is the center piece of this neighborhood. It's what drew all of these homeowners to this area. And to come with a project that clearly impinges upon the Bluff Creek corridor is of great concern to all of us. There are concerns over safety. There are concerns over aesthetics. With all due respect to the high end finish, what we're being asked to look at now, instead of wetlands and nature are dozens of garage doors and retaining walls. There are questions regarding, I think legitimately so, the affect on the nature environment here. This is an area that is protected by ordinance, and deservedly so. To impinge upon that because it is the most economically feasible alternative to the property owner isn't necessarily what the ordinance is designed to protect. And finally, along the same vein, there are legitimate concerns over the effect on property values of the neighborhood. These are properties that have, that owners paid a premium for, for the view. There's no question that this affects that because there's a request for a conditional use permit. That is a legitimate concern that has to be addressed. And I don't believe has been here. With all that said, I think there's a consensus, at least among the neighbors that I've talked to, that these affects can be mitigated by reasonable conditions on the property. I think the commissioners raise legitimate questions about uses here. We hear promises that, well you know these are folks who want to sleep so they're not going to be there late. That doesn't mean they can't be. There are promises that while this is, this is going to be relatively light maintenance on the vehicles, but it doesn't have to be. There are promises about lighting, but nonetheless at 3:00 in the morning, any of a 100 and some people can come and go as they please. I think there are legitimate questions about safety. About inviting 100, as many as 150 transient persons into this neighborhood. I think there are legitimate questions about the safety of property, given that this is a wetland that has flooded out twice in the last year. I think a number of these things will be reiterated by a number of people here but I think these are legitimate questions that have not been adequately answered at this point and I would ask that the commission at this point anyways deny the application. 30 Planning Commission Meeting - November 21, 2006 McDonald: Thank you. Next. Michael Leonard: Good evening. My name is Michael Leonard. I live at 8129 Stone Creek Drive. In the Creekside neighborhood. I have the distinction of being the first person actually to have a house constructed in the Creekside neighborhood so I've been there, it will be 10 years in 1997. Although the first resident, John and Lori Day who actually moved in a month ahead of us, there were 5 model homes there. So I've seen this area kind of develop long before there was any development. Long before there was Coulter Boulevard. Long before there was Bluff Creek Elementary. Not long after Pillsbury was built. Pillsbury was McGlynn first. Who knows. Anyway, my major concern for me tonight, since I don't live as, this area isn't as obtrusive to my view. We look out and basically look at General Mills and we were here a few months ago, or a couple years ago when they had their, their building added onto and certain things or certain concerns that we had that were addressed by the Planning Commission, addressed by the City Council later on, I think should take some precedence here as far as mitigating the effects of developing this property. As well as concerns that General Mills took to heart and basically mitigate a lot of issues we have as far as noise, appearance to their building. I think that should have some concern. The other issue is, and I know other people are going to address this. I have, I pulled out a map here. This is from our lovely Chamber of Commerce and basically it shows, I don't know if I can get this underneath here and if you're going to be able to see this, but where our development is right along in here, we've got, we have basically where 3 legs of the Bluff Creek watershed all meet in our back yard. They meet from this area north of the Chanhassen Nature Preserve where there is a wetland as one head of Bluff Creek. They also meet up in here on the south end of Walnut Acres, and I'll get back to that in a minute. That's another leg of Bluff Creek. And then also up here on the other side, just straight north of Highway 5. Part of the issue that we have seen, and I've lived there for 10 years and I've seen it rain and I've seen it rain, and the last 2 times it rained more than 4 inches we had monumental flooding. Now according to some people development upstream and the runoff that takes place from those development areas supposedly has been mitigated. I would beg to differ. I think that, and one of the reasons I beg to differ is because I specifically know people within the south end, on the Bent Bow area and the Moccasin Trail area just north of this one leg of the watershed. Of that pond or that swamp you see there, and one of the individuals voiced to me, because she's an acquaintance of mine, that they want to do something to actually retain water up there. And I said well why do they want to retain water up there? They want to turn it into a big pond or lake. They don't want the water going downstream. And I'm wondering what the issue was there. I was unable to contact her tonight because it just came to me that I remembered that, that there was some issue going on there about having to keep the water up in that area. I would beg to differ that all the water comes from upstream, even though some people think that altering the amount of surface and the amount of runoff in that area doesn't affect us. You will see some pictures later by other people that it affected us greatly. In the 10 years I have lived in that neighborhood we have 6, 7 inch rainfalls in less than a 24 hour period have not seen the amount of runoff and the amount of flooding that we saw this past year. And that's pretty much all I have. McDonald: Okay, thank you. Next. 31 Planning Commission Meeting - November 21, 2006 Marina Tofteland: Good evening. McDonald: Good evening. Marina Tofteland: Marina Tofteland. I live at 8325 Stone Creek Drive. It's Lot 6, Block 2, if you have a site map at all as a reference. These are some pictures. I'm sorry we weren't able to get them. Maybe you want to just have me bring them up to you so you can see them more closely. We weren't able to get them scanned and then give them to you by video presentation but this, these pictures here are looking out my kitchen window going to the northeast, so you can see the amount of flooding there. And this is between my property and my next door neighbor, Jerry Cornell at 8247 Jerry? Jerry Cornell: 8345. Marina Tofteland: 8345. This is our property line and it extends out into the corridor. This tree right here is probably within about 300 feet of the last building on this, on this building right here. So you know as far as looking at a potential condo owner, I would be concerned about my 75, $85,000 vehicle sitting you know really in a flood plain. The other thing I wanted to, so those pictures I hope are as helpful and when you're visualizing some of that, why the neighbors are concerned about flooding. And having to get water out of your basement, and this is right at the edge of my sod line. I mean right at the edge. Just about covered my fire pit, and there were neighbors that were you know pumping water out of their basement. My sump pump runs year round regardless of what's in the back, and when that flooding was happening, I could count 8 seconds until my pump would tum back on. I mean it was constant, 24 hours a day. So that is really a significant concern to us. When we initially purchased our lot 8 years ago, we called the City of Chanhassen and spoke to the Planning Commissioner at that time. He told us that this area outside of our window was zoned agricultural. That it did have the IOP, but it was adjacent to the railroad track and that it would very likely not be developed because it was such a small parcel. The wetland, he told me was protected and so of course you know then you go ahead with your purchase agreement and a significant investment of your home. A lot of people in our neighborhood, that is their single largest asset and so we'd like you to take that into consideration. We've all you know purchased that property with the idea that that investment is kind of where you, don't have all your eggs in one basket but certainly that's a significant part of your investment. John Day who was kind of helping us spearhead our neighborhood, we have had several neighborhood meetings and exchanging emails back and forth and John Day wasn't able to be here this evening. We did have an appraiser come and he gave his information to John and due to some kind of a computer glitch, that was supposed to be forwarded to me. I did not get it, so I don't have written proof that it will affect my property value, and several of our neighbors, or my neighbors, but we are relatively confident that that is the case. We aren't really opposing the project as a whole, but certainly we would like some modification. In the landscaping plan the staff recommended on the northwest property line of 23 overstory trees, and the developer states he'll put in only 14 of those overstory trees. Mr. Generous referred to some of the trees out in the wetland as being you know not as high quality. Noxious weeds and that type of thing. I feel a cottonwood tree is a valuable tree. I know it's not a hardwood but it certainly is pleasant to look at and also I think we need to remember the impact of an existing wildlife and that additional berming and matured evergreens, tall shrubs and grasses will Planning Commission Meeting - November 21, 2006 certainly provide nesting habitat, food and protective covering so. Let's see, there's one other point I wanted to make. We did invite ... I invited through email by Bob, I invited all of you to come to my home. Look out my kitchen window and see that 720 feet from my deck is the end of this first building, or the last building I guess, and I didn't hear from any of you. So I just you know want to be taken, I want my point of view to be taken into consideration and for what I spent on the maintenance and the investment in my home, what it does to my property value and the aesthetics of looking out my window. We spend a lot of time and effort in maintaining our, the look of our home and I would like that to be taken into consideration. And I understand that it's a high end developer. It's great that you know it's a lot of people with a lot of money that are going to buy that and it's really a nice looking building. We're not opposing that per se but it would be less intrusive and more aesthetically pleasing to the eye with some modification. And certainly he could consider charging more per square foot and less building and still come out with the same financial gains. So, thank you. McDonald: Thank you. Marina Tofteland: If you'd like to see these closer up McDonald: Yes, if you could pass them up here. Marina Tofteland: This picture right here is, I took on Wednesday afternoon and the X on the picture is where the last building would be sitting. I feel like a 4H project. My son tells me I'm really good. Mr. Generous said he did come to my house. You didn't call me. But thanks a lot for coming. Oh you came to see John. Well thank you for coming. McDonald: I should state for the record that it is the policy that, you know the Planning Commissioners will not go to individual's homes unless we go as a group. As individuals we will travel to sites. I did come to your site over the weekend. I walked the path down below your house. I walked in front of the houses. Each commissioner will do that but as policy we will not go to individual's homes because that again taints our process so that is why no one did contact you, and I did try to contact you on Friday night just to inform you of the policy but you weren't home. So it was not, it is not a slight on our part. It is just, it is the policy of this commission. Marina Tofteland: That is good. McDonald: Okay, next. Jerry Cornell: H. I'm Jerry Cornell. I'm 8345 Stone Creek Drive. The pictures are being passed around, did you take those Marina? Marina Tofteland: (Yes). Jerry Cornell: Oh. The fence you saw was my fence. It's a 6 foot fence. It was 5 feet under water. You could have launched a boat to the back yard. So my concern is the water and the 33 Planning Commission Meeting - November 21, 2006 runoff and I want to make sure that that's addressed. And it's getting worst. You asked about this... I did get a copy of that letter... McDonald: Again sir, I would remind you. Please address your comments to the commission. We are limited on time. Jerry Comell: I'm sorry because I thought everybody had copies. I was just sent this by this John Day. It's a copy from an appraiser that says that our property values will devaluate with this kind of a project. So, with that I can leave that. If you'll give that to Bob. That's all I had. McDonald: Okay, thank you. Next. Scott Jesse: My name is Scott Jesse. I live at 8198 Stone Creek Drive. I think a lot of my points have been addressed already so I'm just trying to cross those off and not be duplicative here but we're concerned about predominantly the water runoff. We've lived through this I think over the last few years. Predominantly in the last year_ This is of grave concern because I personally as a property owner in this area have spent a few thousand dollars trying to redirect the water away from my house and my basement so that I don't have flooding anymore, and I am on a higher ground than some of my neighbors who are more impacted. It's more building in this area will cause, it's cause for greater concern because we continue to have these water issues. That's why you're hearing that comment come up over and over again. So that's of paramount importance to us. We're also concerned about the noise. I'm appreciative of the fact that this is considered light use. I think the building aesthetics are fine. I think that we're concerned about the lights. I think those were addressed but I want to make sure that there's some sort of documentation that we all come to an agreement that we understand if we're going to be good neighbors, as was posed by the applicant, that we need to make sure that those are addressed positively and it's not a promise that's made in a forum but is actually substantiated and documented so that we know there's a barrier in the future. Additionally we're concerned about the future. If there's going to be expansion of the area. If there's going to be other use of the property beyond the 14. Will there be application for additional use later on down the line? Do they want to expand and use other portions of the property? We want to make sure that that is addressed as well. We are concerned about the revegetation and the bemvng so if those, all those concerns can be met or addressed, then I think that we feel a little bit more comfortable about what is being proposed here. McDonald: Okay, thank you sir. Scott Jesse: Thank you. McDonald: Next. Does anyone else wish to get up and make comment before the commission? Bruno Silikowski: If it's okay if I can address a few of the questions that have been brought up. The one thing, I heard the whole thing here. I heard a couple things here. Probably the biggest one I'd like to address right away is the issue of the water and flooding. I do have my environmental engineer as well as our main engineer who did the site planning and if you guys 34 Planning Commission Meeting - November 21, 2006 would come up and tell them what you, what we've all talked about for a long time, it would be helpful to hear from an expert. Hydrologist: ...I'm not actually an environmental engineer. I'm a soil scientist and hydrologist but I'm from... Environmental Services Company. I did the wetland delineation on the site. I also took care of the Incidental Wetland Exemption for that created wetland area and the two drainageways. And just hearing about your water concerns today, I think I've kind of got an idea of what's happening here. Right at ... maybe zoom in a little bit. Basically Bluff Creek along the property boundary is a straighten ditch. This is an extensive peat land wetland that in the past was even more extensively ditched. There's, Bluff Creek itself still remains but there's also remnants of older ditches in here and this wetland actually never showed up on the NWI, the National Wetland Inventory because it's been ... in the past that it was never picked up by their inventory. So it's being used for hay production in the past. Now that it's been left alone and the ditches have filled in, it's gotten back to it's wetter state. But I think when you have that higher infill that you're getting, you're getting a flush into the creek. You know your watershed's coming down. You hit this straight ditch that used to meander and control flow and it's just a straight row of shoot right here. It gets to this narrow intersection where it's got to go under a bridge and it also has quite a bit of drainage coming out this little knot here which is storm water and runoff from all of this area over here coming down this little ditch here. So I can see that you're probably getting a lot of water on your side, but this wetland over here is about 30 acres of extensive peat land and the bounce, when I did the environmental work on this site, I don't see that kind of bounce that you guys are seeing on your side. Because you're kind of confined over on your hill slope here, whereas this is just a very large wetland complex. And I think Bob, the engineer... Bob: Well the buildings are 12 feet above the edge of the wetland that's right here and of course our ponding and our rate control and everything will be required to meet the city standards and also the watershed standards so we can't increase any of the rate from our site. And the site is, or the site, we're only about 40% hard surface coverage and it could be up to 70% so it's quite a bit less than what is allowed by ordinance. Keefe: Let me ask a question. While the development of this site, including those 14 buildings on that site, will it increase the runoff off that site or will it actually decrease it? So the amount going into Bluff Creek, you know there's a certain amount that's going in today. You're going to expand this pond. Are you actually dumping more water into Bluff Creek? Bob: We actually had a lower rate than what's going off right now. Keefe: Okay. So the answer is that it will actually decrease, based upon the engineering that you're going to go on the site. The water going into Bluff Creek. Now that isn't going to solve the problems on the neighborhood's side of the creek necessarily, except it may decrease the amount of water going in. Is that a fair? Bob: It's not going to be a substantial decrease. I mean you're not going to, it's not going to be something you're going to see. You've got just as much area there so it's going to be going there. I mean there's something blocking that downstream that doesn't allow the water to progress Ml Planning Commission Meeting - November 21, 2006 downstream from that site. It's backing up now. Either that or you're getting more water from up north, like they said, than they were in the past because they said they didn't have problems before. It's just happened recently. We've had a lot of storms over the last 5 or 6 years off this. If there was flooding this summer, we didn't have that much rain this summer so, something's. Hydrologist: As you see, it was at Bluff Creek... watershed up here. If you look at Bluff Creek above the neighbors, this is the neighborhood. If you look at Bluff Creek above that, it meanders and moves and that accounts for a lot of storage in the river and that's why some is ditched because they just want to get that water out of there, and this is an old ditch part of the creek and it just shoots right there and then it starts to meander again down here and it's just going to slow up. And they're on a hill. The topography right there you know, on their side, the west side is probably going up right away. On this site you have this extensive flat area and... Keefe: So I mean. Hydrologist: You actually have a lot of storage in that wetland on the site. Keefe: So, but you're not taking much of that wetland out, are you? Hydrologist: We're not even touching the wetland at all. Keefe: Yeah right so, so the runoff off of this site, and I mean, I'm trying to paraphrase what I'm hearing from some of the neighbors is, is the, will this project by placing these 14 buildings and where the site is, will it add to the water problems in a heavy rain event? Hydrologist: No. Keefe: By virtue of that. So the answer is. Hydrologist: The pond is constructed to support those 100 year. Bruno Silikowski: And if anything, as ... it's a slower rate coming out of the pond so we won't add that to the problem. If anything it will help ... At least we know it's not causing. McDonald: Well, if I can interrupt for a second. Just a second. Just a second. Excuse me. Okay, we're getting way off track here. It's not our intent to solve the water problem. The City would love to do that but there is another venue for doing that. And this project has nothing to do with solving water that comes from up north. That is a different issue entirely. We have had the question answered as to what impact they would have. We're going to leave it at that. At this point, unless someone else within the audience wishes to come forward, I'm going to close the public meeting. Bruno Silikowski: Would it serve, I'll address just a few more points and I'll be done. McDonald: You do so at your own risk. 36 Planning Commission Meeting - November 21, 2006 Bruno Silikowski: Okay, thank you. I just heard a couple other little things. Maybe, okay. Maybe I don't need to, okay. McDonald: Okay, thank you. Okay, at that point I will close the public meeting and we'll bring it back up for the commission for discussion. Keefe: Yeah, I mean from my perspective I like the concept. I think the buildings I think he's putting in a fair amount of architectural enhancement to the buildings, which could be a lot less architecturally relevant. So I like what he's doing there. One of my concerns is whether there's enough landscaping or what the view would look like on that northwest side and I guess what I definitely want to see, and I think they need to meet the minimums anyway, right? The required amount of understory trees so I think one of the questions that came up was whether you know the recommend, or there's a required amount. Yes, indeed the applicant needs to meet the required planting as outlined in the report, which I think will help. I also have a concern just around the appearance of the retaining walls to make sure that they're aesthetically pleasing and not just made out of, what do you call them? Keystone, thank you. Yeah, I would like a higher level of retaining wall material used on those. McDonald: Didn't we just pass an ordinance about retaining walls and materials? Generous: As part of the subdivision. McDonald: Okay. Sorry. Thomas: Ah, no. I'm pretty much in agreeance with Commissioner Keefe that ... most of the concepts are industrial. I understand the concern of the neighborhood and the aspect that you've been looking at a property that hasn't had that on it but, what it's zoned for so I'm... McDonald: Okay, Debbie. Larson: Okay, I've got a couple things. First of all, pretty much everything they said with also I want to address the fact that the view. Again the property that is going in is actually very aesthetic. The fact that there's going to be transient people, I fully disagree. The people that are going to be having the kind of vehicles that it sounds like, if they can even afford to own this property, aren't going to be transients. They're going to be professionals I guess would be the best way to describe it, or I don't know. I just thought that was odd. The view from the other people from the other side. Again, anything else could go there. Another industrial building. I think what they're planning on putting in here is very nice as far as what it would look like. As far as your view. I mean would you rather have a blank building or would you rather have something that looks nice, and I think this looks nice so I'm inclined to go with this. I like the fact that they want to put a place for people to have cars like this if they don't really plan on having engines running at night or people working on their cars may be something that'd be put in place to prevent you know running of engines and that sort of thing at night time and I didn't see that in here so maybe that's something we could add. The trees, I think would need to be brought up to standards. I'd like to see more, you know, at least what the City's minimums are so with that I guess, I'm inclined to go with it. 37 Planning Commission Meeting - November 21, 2006 McDonald: Okay. Mark. Undestad: Yeah, I guess I have you know again what they've got going on. I like the idea of the concept and stuff I guess. Part of what I'm struggling with is the potential noise. Again we don't, I mean they're not supposed to be working on their cars but yet they can come in here any time, 24 hours a day. These people that live straight across, cars are starting up you know at any given time, coming and going. They live right across a open area out there. I do like the idea, but again I think if there were some way to maybe, if it was able to push back or some additional landscaping or screening to try to cut down the view and the noise from that area. I understand putting two buildings on the end are a deal breaker out there and it's something to think about. McDonald: Okay. I guess the only comments I've got. After hearing the concerns tonight about the water, and again as I said I was out at the site. The problem is that drainage ditch. You've got a culvert down there where everything comes in and that was one of the first things that I noticed also was the fact, what happens when it really rains? That's got to be stopped up and when that happens I can understand flooding. And that's why I said, that is a different issue and that is something that should be brought to the City because as part of our water management, it is one of the things that we do look at, but has nothing to do with this site. It is not a requirement of this applicant to try to fix the problem that he had nothing to do with. As far as the lights, again I was out there towards dusk. What do you do about General Mills? The lights that they have out there are a lot more intensive than what he intends to put at this particular site. I look at your concern about noise. This is no different than you working in your garage. I would expect that these individuals, and again they're not transients. These are high end professionals. These cars are not $70,000 cars. They're $100,000 to $125,000. Some of them I would not even be surprised were over $250,000. This is not the type of people, these are not the hot rodders that go down to Porky's on, in St. Paul and drive around with muscle cars. But I would expect that they would be good neighbors. One of the things that the applicant did bring up is that they are looking at adopting a condo ordinance in compliance with I guess typically what the State has got. That will have a nuisance requirements within that. And again, what I would encourage, if people get out there and start revving their engines, call the police. The nuisance laws will take care of that and if it continues, there will be serious problems upon that particular individual, and I'm sure there will be problems upon the condo itself so I think that you have protections there to protect you as far as those things. And again for the developer, if this becomes a nuisance site, I think that you will suffer financially and I'm sure you are aware of that. So I will depend upon you and the condo association to make sure those things don't happen, but again if the condo cannot self police itself, there are ordinances in place to make sure that they are policed. As far as some of the other concerns I heard people bring up about the trees and everything. At this point they do meet the minimum requirements and I'm afraid that's all the City can really enforce upon them. Now there are a number of stands of cottonwoods out there, and there were a number of trees that aren't even affected by any of this. None of those are going away. As far as the site itself, I guess it does have a history and you know as I tell everybody that comes through here, what would you rather see there? At some point it will be developed and the ordinances allow for something a lot more extensive than what's going in there. The retaining walls, those things will be governed by the City, and again what we will look at there is to make sure that they do meet the ordinances. I guess I was thinking that our retaining wall ordinance would R Planning Commission Meeting - November 21, 2006 cover that because we did address Keystone but if that only applies to subdivisions then I don't have much leeway there as what I would like because we did. Keefe: We can pull that in. McDonald: Yeah, we did look rather extensively at retaining walls and looked at again from an architectural standpoint what those would look like. I know we spent a lot of time going through that. That's why I thought that that would apply. Other than that, I guess all I can tell you is that the applicant does meet the zoning requirements and you know based upon that, I guess I would support this. I would say that I think that there is enough protection built in into all this that if they do not meet your expectations, you do have other recourse. So with that I would ask that, I'm open for a motion and a recommendation. Larson: Do I have to do each one individually or? McDonald: Well, you have to do A, B, C and D. You don't have to read each one of those. Larson: The Chanhassen Planning Commission recommends approval of the rezoning of the western portion of the site from Agricultural Estate District (A2) to Industrial Office Park, IOP. Oh, do I have to read them all? McDonald: No. That's A. Larson: And that's A. Okay, and B. The Chanhassen Planning Commission recommends approval of the Conditional Use Permit for development within Bluff Creek corridor with a variance to locate the storm water pond within Bluff Creek Primary Zone in conformance with the grading plans prepared by the Sathre-Berquist Incorporated dated 10-19-06, subject to the following conditions 1 through 6. And C. The Chanhassen Planning Commission recommends approval of the Conditional Use Permit for multiple buildings (up to 14) on one parcel subject to the following conditions, one. And D. The Planning Commission recommends approval of the Site Plan for 12 buildings, (one clubhouselmuseum building and 11 storage buildings totaling approximately 177,000 square feet of building area), plans prepared by Sathre-Berquist Incorporated dated 10-19-06, subject to the following conditions 1 through 6. And is that it? McDonald: That will do it. Do I have a second? Thomas: Second. Keefe: Friendly amendment? McDonald: Friendly amendment. First of all, will you accept a friendly amendment Debbie? Larson: Yes, I'll accept a friendly amendment. Depends on what it is. Keefe: Will you incorporate the retaining wall language from the subdivision ordinance into this. 39 Planning Commission Meeting - November 21, 2006 McDonald: Okay, let me ask staff. Generous: It'd be in the site plan. McDonald: It is? We can do that then? Okay, I just want to make sure I'm not creating a problem here trying to direct something that we can't. Okay. You've heard the friendly amendment is to incorporate our ordinance for retaining walls into this, into the conditions. If you will accept. Larson: That's fine. McDonald: Okay, and where would that go? Generous: Number 7 under site plan. Keefe: Number 7? Okay. McDonald: Number 7 under engineering conditions? Keefe: Well it'd just be a new. Retaining walls. McDonald: Okay, number 7. Retaining walls. Okay. And incorporate city's, the language underneath. Okay. Keefe: Incorporate language from the subdivision, language regarding retaining walls from the subdivision ordinance. McDonald: You okay with that Bob? You got that? Okay. Larson moved, Thomas seconded that the Planning Commission recommends that the City Council approves the Rezoning of the western portion of the site from Agricultural Estate District, A2, to Industrial Office Park, IOP. All voted in favor and the motion carried unanimously with a vote of 5 to 0. Larson moved, Thomas seconded that the Planning Commission recommends that the City Council approve Conditional Use Permit for development within the Bluff Creek Corridor with a Variance to locate the storm water pond within the Bluff Creek primary zone, in conformance with the grading plans prepared by Sathre-Bergquist, Inc., dated 10-19-2006, subject to the following conditions: The plans shall be revised to show the correct Bluff Creek Overlay District primary zone boundary. Additionally, the primary zone boundary shall be terminated at the property lines for the subject property because the above description of the primary zone boundary is not an accurate description of the primary zone on adjacent properties. Signage for the Bluff Creek Overlay District shall be posted at least every 300 feet along the primary zone boundary. ,m Planning Commission Meeting - November 21, 2006 2. The applicant shall develop a restoration plan for the upland areas within the primary zone that includes native plants for the Bluff Creek Overlay District. The plant species shall be selected from the Bluff Creek Management Plan Appendix C. The final plan shall be reviewed and approved by the City before installation. 3. The property owner shall dedicate a conservation easement and a drainage and utility easement over the primary zone of the Bluff Creek Overlay District. 4. Chanhassen Type 11 silt fence shall be provided adjacent to all areas to be preserved as buffer. The silt fence shall be installed in overlapping "J -hooks" to break up the sections and provide additional water and sediment retaining capacity. 5. Erosion control blanket shall be installed on all slopes on site steeper than 3:1. The plans shall be revised to depict blanket locations and shall provide a detail for blanket installation 6. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed." All voted in favor and the motion carried unanimously with a vote of 5 to 0. Larson moved, Thomas seconded that the Planning Commission recommends that the City Council approve of the Conditional Use Permit for multiple buildings (up to 14) on one parcel subject to the following conditions: Development of the two buildings immediately adjacent to Audubon Road shall require a separate site plan review. All voted in favor and the motion carried unanimously with a vote of 5 to 0. Larson moved, Thomas seconded that the Planning Commission recommends that the City Council approve the Site Plan for 12 buildings (one clubhouse/museum building and 11 storage buildings totaling approximately 177,000 square feet of building area), plans prepared by Sathre-Bergquist, Inc., dated 10-19-2006, subject to the following conditions: 1. Additional windows or doors must be incorporated in the clubhouse eastern building elevation to comply with the 50 percent transparency requirement. 2. Water Resource Coordinator conditions: a. The plans shall be revised to show how the water routed through Wetland Area B will be conveyed to the proposed stormwater pond. b. The plans shall be revised to show only non-exempt wetlands. Wetland buffer areas at least 16.5 feet in width shall be preserved, surveyed and staked in accordance with the City's wetland ordinance prior to grading commencing. All wetlands and wetland buffer 41 Planning Commission Meeting - November 21, 2006 areas to be preserved shall be protected by silt fence during grading. All structures shall be set back at least 40 feet from the wetland buffer edge. c. The plans shall be revised to show the correct primary zone boundary. Additionally, the primary zone boundary shall be terminated at the property lines for the subject property because the above description of the primary zone boundary is not an accurate description of the primary zone on adjacent properties. Signage for the Bluff Creek Overlay District shall be posted at least every 300 feet along the primary zone boundary. d. A conditional use permit and variance shall be obtained prior to alteration within the Bluff Creek Overlay District primary zone. e. Drainage and utility easements over the stormwater pond and areas necessary for pond access (including an easement over the main drive aisle through the site from Audubon Road to the pond) shall be dedicated to the City prior to recording the site plan. The parking areas and drive aisles shall be swept each spring to prevent sand from leaving the site. Documentation of sweeping activity shall be submitted to the City annually. f. The plans shall be revised to include Chanhassen's standard details for stormwater infrastructure and erosion and sediment control, including 3107, 3108, 3109, 5300, 5301 and 5302A. A detail for the proposed temporary perforated riser pipe shall also be included in the plans. g. A temporary perforated riser and stable emergency overflow (EOF) is needed; a detail shall be included in the plan. The basin shall be properly sized for the watershed area, according to NPDES requirements (i.e., the basins shall provide storage below the outlet pipe for a calculated volume of runoff from at least a 2 -year, 24-hour storm from each acre drained to the basin, except that in no case shall the basin provide less than 1800 cubic feet of storage below the outlet pipe from each acre drained to the basin). The outlet pipe shall discharge upstream from the edge of the receiving wetland and shall be stabilized with riprap. h. Chanhassen Type H silt fence shall be provided adjacent to all areas to be preserved as buffer. The silt fence shall be installed in overlapping "J -hooks" to break up the sections and provide additional water and sediment retaining capacity. i. Erosion control blanket shall be installed on all slopes on site steeper than 3:1. The plans shall be revised to depict blanket locations and shall provide a detail for blanket installation. j. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed. k. The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency) and comply with their conditions of approval. 42 Planning Commission Meeting - November 21, 2006 A Storm Water Pollution Prevention Plan (SWPPP) shall be developed for the site and approved by City staff prior to issuing a permit. The SWPPP shall include a provision that requires temporary seeding of stockpiles if left exposed for more than 14 days. m. The plans shall be revised to include energy dissipation on all inlets and outlets within 24 hours of installation. n. The plans shall be revised to replace hay bale curbside inlet controls with Wimco-type inlet controls. A detail shall be provided. The controls shall be installed within 24 hours of installation of the inlets. o. All perimeter controls shall follow the City's specifications. The perimeter controls shall be inspected by the City and the SWCD prior to grading. 3. Fire Marshal conditions: a. Additional fire hydrants will be required. Please contact the Chanhassen Fire Marshal for exact location of additional hydrants. b. A 10 -foot clear space must be maintained around fire hydrants, i.e., street lamps, trees, shrubs, bushes, Xcel Energy, Qwest, cable TV and transformer boxes. This is to ensure that fire hydrants can be quickly located and safely operated by firefighters. Pursuant to Chanhassen city Ordinance #9-1. c. Yellow curbing and no parking fire lane signs will be required. Contact Chanhassen Fire Marshal for exact location of yellow curbing and signs to be installed. d. No burning permits shall be issued for trees to be removed. Trees and shrubs must either be removed from site or chipped. e. Fire apparatus access roads shall be designed and maintained to support the imposed load of fire apparatus and shall be serviced so as to provide all-weather driving capabilities. Pursuant to Minnesota State Fire Code Section 503.2.3. f. Submit radius turn dimensions to City engineer and Chanhassen Fire Marshal for review and approval. Pursuant to Minnesota State Fire Code Section 503.2.4. 4. Building Official Conditions: a. The buildings are required to have automatic fire extinguishing systems. b. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. 43 Planning Commission Meeting - November 21, 2006 c. Retaining walls over four high must be designed by a professional engineer and a permit must be obtained prior to construction. d. Every building containing any plumbing fixtures and/or receptors, must have its own independent connection with a public or private sewer, except that a group of buildings may be connected to one or more manholes which are constructed on the premises and connected to a public or private sewer (MSPC 4715.310). No building sewer shall be less than 4 inches in diameter (MSPC 4715.2310). Building drain must be by gravity (MSPC 4715.2430). The distance between cleanouts in horizontal piping shall not exceed 50 feet for 3 -inch or less in size and not over 100 feet for 4 -inch and over in size (MSPC 4715.1010. 5. Forester conditions: a. All existing boulevard trees along Audubon Road shall be preserved and protected with tree preservation fencing during construction. Any City boulevard tree that dies or is removed will be required to be replaced. b. The applicant shall revise the landscape plan to show a total of 82 overstory trees within the vehicular use area. c. The applicant shall revise the landscape plan to show a total of 23 overstory trees along the northwest property line buffer yard. d. The slope along the Bluff Creek primary zone shall be seeded with an approved native seed mix. e. Plant selections for landscape requirements shall incorporate native species for buffer yard and parking lot landscaping 6. Engineering Conditions: a. The grading plan must be revised to show proposed pavement grades for the driveway access to the northern office/warehouse. b. The grading plan must show proposed pavement grades. c. Pavement grades must not exceed 10%. d. The private streets within the development must be constructed to a nine -ton design. e. An additional spot elevation must be shown on the south end of the storage building immediately west of the northern office/warehouse to ensure positive drainage. f. Note the proposed rim and invert elevation of the storm sewer located at the driveway intersection south of bore hole location #3. Planning Commission Meeting - November 21, 2006 g. The developer must coordinate with City staff to ensure that pond maintenance and emergency vehicles will be able to access the gated area. h. The width of the drive aisle southeast of the pond must be minimum 26 feet wide in addition to the proposed parallel parking stalls. i. If fire code permits, staff recommends that the private watermain be six-inch diameter for water quality purposes. j. The City's construction observer shall be present for all sanitary sewer and watermain testing to ensure that the proposed connections to the City facilities are in conformance with engineering standards. k. The developer shall pay for the inspection bills and submit a $5,000.00 security to ensure payment of these bills. The retaining wall shall follow the standards for retaining walls incorporated in the subdivision regulations." All voted in favor and the motion carried unanimously with a vote of 5 to 0. PUBLIC HEARING: CITY CODE AMENDMENT, CHAPTER 18, SUBDIVISION, SECTION 18-41, FINAL PLAT. Bob Generous presented the staff report on this item. McDonald: Anyone wishing to come forward to make comment, please come to the podium. State your name and address. Okay, seeing no one come forward, close the public meeting. 1 bring it back before the commissioners for discussion. Okay? Okay, okay. Looking for a motion. Keefe: Pll make a motion. The Chanhassen Planning Commission recommends approval of the attached ordinance amending Chapter 18, Subdivisions of the Chanhassen City Code. McDonald: Do I have a second? Thomas: Second. McDonald: Okay, I have a second. Keefe moved, Thomas seconded that the Chanhassen Planning Commission recommends approval of the attached ordinance amending Chapter 18, Subdivisions of the Chanhassen City Code. All voted in favor and the motion carried unanimously with a vote of 5 to 0. 45 Affidavit of Publication Southwest Suburban Publishing State of Minnesota) CITY OF CHANHASSEN ' )SS. CARVER & HENNEPIN County of Carver ) COUNTIES NOTICE OF PUBLIC HEARING PLANNING CASE NO. os.34 NOTICE IS HEREBY GIVEN that the Chanhassen Planning Laurie A. Hartmann, being duly sworn, on oath says that she is the publisher or the authorized Commission will hold a public agent of the publisher of the newspapers known as the Chaska Herald and the Chanhassen Vil- hearing on Tuesday, November 21, lager and has full knowledge of the facts herein stated as follows: 2006, at 7:00 p.m. in the Council Chambers in Chanhassen Crpose o A These newspapers have complied with the requirements constituting qualification as a legal this Market Blvd. The purpose of ( ) rave P q g q , this hearing is to consider a request newspaper, as provided by Minnesota Statute 331A.02, 331A.07, and other applicable laws, as for Rezoning of the western portion amended of the site from Agricultural Estate n District, A2, to Industrial Office (B) The printed public notice that is attached to this Affidavit and identified as No. Park. IOP, Conditional Use Permit was published on the date or dates and in the newspaper stated in the attached Notice and said for development within the Bluff Notice is hereby incorporated as part of this Affidavit. Said notice was cut from the columns of Creek Corridor; Conditional Use Permit for multiple buildings to the newspaper specified. Printed below is a copy of the lower case alphabet from A to Z, both ro I4)ononeparcel; Sitel'IanApproval inclusive, and is hereby acknowledged as being the kind and size of type used in the composition for 12 buildings (one clubhouse/ and publication of the Notice: museum building and Il storage buildings totaling approximately , abcdefghijldmnopgts z 175,000 square feet of building area); a /! Wetland Alteration Permit to fill wetlands on site; and a Variance to locate the storm water pond within the Bluff Creek primary zone on property Laurie A. Hartmann located on the west side of Audubon Road north of the Twin Cities and Western Railroad - AUTOBAHN MOTORPLEX. Applicant: Bruno J. Subscribed and sworn before me on Silikowski. A plan showing the location of the `--M/'` proposal is available for public review f//Ij on the City's web site at this day o 006 www.ci.cbanhaam.mn.us/sery/plarl/ 4(�tmloratCityHall duringregular =@�GYVENMENZ business hours. AB interested persons -1.8NNESOTA are invited to attend this public hearing r�,kn. J1,X10 and express their opinions with respect to this proposal. Robert Generous, Senior Planner Notary Public Email: be n m+ & i ha_nha en Phone: 952-227-1131 (Published in the Chanhassen Villager on Thursday, November 9, 2006; No, 4774) RATE INFORMATION Lowest classified rate paid by commercial users for comparable space.... $40.00 per column inch Maximum rate allowed by law for the above matter ............................... $40.00 per column inch Rate actually charged for the above matter ............................................... $11.51 per column inch SCANNED i ,1 o,0 - 34 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA ORDINANCE NO. 439 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 the western portion of the property of the Autobahn Motorplex site as described on the attached Exhibit A, from Agricultural Estate District, A2, to Industrial Office Park, IOP. 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 4. This ordinance shall be effective immediately upon its passage and publication. PASSED AND ADOPTED by the Chanhassen City Council this 11's day of December, 1 IM ATTEST: MM Thomas A. Furlong, Mayor (Published in the Chanhassen Villager on December 21, 2006) 1 ki Legal Description That part of the Southeast Quarter of Section 15, Township 116, Range 23, West of the 5a' Principal Meridian described as follows: Beginning at the Northeast corner of said Southeast Quarter thence on an assumed bearing of North 89 degrees 00 minutes 25 seconds West along the North line of said Southeast Quarter a distance of 2614.22 feet to the Northwest corner of said Southeast Quarter; thence South 00 degrees 59 minutes 45 seconds East along the west line of said Southeast Quarter a distance of 1766.11 feet; thence North 56 degrees 57 minutes 24 seconds East a distance of 669.01 feet; thence South 33 degrees 02 minutes 36 seconds East a distance of 39.63 feet; thence Northeasterly along a non-tangential curce concave to the Northwest having a radius of 1859.86 feet; a chord bearing North 49 degrees 43 minutes 26 seconds East of 394.93 feet; thence North 56 degrees 57 minutes 24 seconds east, not to last described curve a distance of 323.97 feet; thence South 35 degrees 03 minutes 24 seconds West a distance of 22.98 feet; thence Southwesterly 120.34 feet along a tangential curve to the right having a radius of 1959.86 feet; thence North 57 degrees 57 minutes 24 seconds East not tangent to the last described curve a distance of 1319.26 feet; thence North 33 degrees 02 minutes 36 seconds West a distance of 12.50 feet; thence North 56 degrees 57 minutes 24 seconds East a distance of 495.70 feet to the East line of said Section 15; thence North 1 degree 15 minutes 22 seconds West a distance of 72.51 feel along the east line of said Section 15 to the point of beginning, according to the Government Survey thereof,. Subject to easement for County State Aid Highway 17. EXCEPT which lies Westerly of Bluff Creek, the centerline of said creek described as follows: Commencing at the Northwest comer of the Southeast Quarter of Section 15, Township 116, Range 23 West of the 50' principal Meridian; thence on an assumed bearing of South a-+*arra 2 P 89 degrees 00 minutes 25 seconds East, along the North line of said Southeast Quarter, a distance of 718.45 feet to the point of beginning of the centerline to be described: thence South 03 degrees 14 minutes 54 seconds West, a distance of 12.34 feet; thence South 12 degrees 17 minutes 21 seconds East a distance of 18.26 feet; thence South 86 degrees 42 minutes 32 seconds East, a distance of 66.41 feet; thence South 00 degrees 11 minutes 26 seconds East, a distance of 10.09 feet; thence South 26 degrees 53 minutes 49 seconds East, a distance of 11.25 feet; thence South 04 degrees 40 minutes 40 seconds East, a distance of 71.53 feet; thence South 08 degrees 34 minutes 33 seconds West, a distance of 513.32 feet; thence South 01 degrees 27 minutes 58 seconds East, a distance of 148.78 feet; thence South 08 degrees 14 minutes 13 seconds West, a distance of 114.78 seconds; thence South 30 degrees 49 minutes 36 seconds West, a distance of 256.50 feet; thence South 30 degrees 12 minutes 30 seconds West, a distance of 95.70 feet; thence South 22 degrees 09 minutes 40 seconds East, a distance of 29.71 feet; thence South 10 degrees 54 minutes 04 seconds West, a distance of 55.44 feet; thence South 14 degrees 39 minutes 10 seconds East, a distance of 15.14 feet; thence South 22 degrees 30 minutes 14 seconds West; a distance of 33.54 feet; thence South 08 degrees36 minutes 50 seconds West, a distance of 40.11 feet; thence South 10 degrees 58 minutes 44 seconds West, a distance of 16.30 feet; thence South 33 degrees 58 minutes 55 seconds East, a distance of 3.27 feet to the point on the Northerly line of the Milwaukee, St. Paul and pacific Railroad, said point a distance of 586.57 feet Northeasterly of the Southwest corner of the above described property, as measured along said Northerly Railroad line, and said line ther terminating. And, Except the Northeast Quarter of the Southeast Quarter of the of Section 15, Township 116 Range 23 West of the 5t° Principal Meridian. 3 6(,-,34 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION Application of Bruno J. Silikowski for Rezoning of the western portion of the site from Agricultural Estate District, A2, to Industrial Office Park, IOP; Conditional Use Permit for development within the Bluff Creek Corridor with a Variance to locate the storm water pond within the Bluff Creek primary zone; Conditional Use Permit for multiple buildings (up to 14) on one parcel; and Site Plan Approval for 12 buildings (one clubhouse/museum building and 11 storage buildings totaling approximately 150,000 square feet of building area). On November 21, 2006, the Chanhassen Planning Commission met at its regularly schedule meeting to consider the application of Bruno J. Silikowski for development approval to build Autobahn Motorplex. The Planning Commission conducted a public hearing on the proposed development preceded by published and mailed notice. The Planning Commission heard testimony from all interested persons wishing to speak and now makes the following: FINDINGS OF FACT 1. The property is currently zoned Industrial Office park, IOP, and Agricultural Estate District, A2. 2. The property is guided in the Land Use Plan for Office/Industrial and Parks and Opens Space 3. The legal description of the property is: See Exhibit A. 4. Rezoning: 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. b. The proposed use is compatible with the present and future land uses of the area. C. The proposed use conforms to all performance standards contained in the Zoning Ordinance with the granting of a variance for the storm water pond within the Bluff Creek primary zone. d. The proposed use will not tend to or actually depreciate the area in which it is proposed. e. The proposed use can be accommodated with existing public services and will not overburden the city's service capacity. L Traffic generation by the proposed use is within capabilities of streets serving the property. 5. Conditional Use Permits: a. The proposed use will not be detrimental to the public health, safety, comfort, convenience or general welfare of the neighborhood or the city. b. The proposed use will be consistent with the objectives of the city's comprehensive plan and the zoning ordinance. C. The proposed use will be designed, constructed, operated and maintained so to be compatible in appearance with the existing or intended character of the general vicinity and will not change the essential character of that area. d. The proposed use will not be hazardous or disturbing to existing or planned neighboring uses. e. The proposed use 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 proposed use will not create excessive requirements for public facilities and services and will not be detrimental to the economic welfare of the community. g. The proposed use 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 use will have vehicular approaches to the property which do not create traffic congestion or interfere with traffic or surrounding public thoroughfares. i. The proposed use will not result in the destruction, loss or damage of solar access. natural, scenic or historic features of major significance. j. The proposed use will be aesthetically compatible with the area. k. The proposed use will not depreciate surrounding property values. The proposed use will meet standards prescribed for certain uses as provided in the zoning ordinance with the granting of a variance for the storm water pond within the Bluff Creek primary zone. 6. Site Plan: a. The proposed development is consistent with the elements and objectives of the city's development guides, including the comprehensive plan, official road mapping, and other plans that may be adopted; b. The proposed development is consistent with the site plan review requirements; C. The proposed development 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 areas; d. The proposed development creates a harmonious relationship of building and open space with natural site features and with existing and future buildings having a visual relationship to the development; e. The proposed development creates 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. 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. Variance: a. That the literal enforcement of this chapter would cause an undue hardship. Undue hardship means that the property cannot be put to reasonable use because of its size, physical surroundings, shape or topography. Due to the topography of the site, the construction of the storm water pond in the primary zone is a reasonable request. b. The conditions upon which a petition for a variance is based are not applicable, generally, to other property within the same zoning classification because of the topography of the property. C. The purpose of the variation is not based upon a desire to increase the value or income potential of the parcel of land, but to locate the storm water pond in a logical location on the site. d. The alleged difficulty or hardship is not a self-created hardship, but is due to site topography. e. The granting of the variance will not be detrimental to the public welfare or injurious to other land or improvements in the neighborhood in which the parcel is located. f. The proposed variation will not impair an adequate supply of light and air to adjacent property or substantially increase the congestion of the public streets or increase the danger of fire or endanger the public safety or substantially diminish or impair property values within the neighborhood. 8. The planning report #06-34 dated November 21, 2006, prepared by Robert Generous, et al, is incorporated herein. RECOMMENDATION The Planning Commission recommends that the City Council approve the Autobahn Motorplex development including the Rezoning of the western portion of the site from Agricultural Estate District, A2, to Industrial Office Park, IOP; Conditional Use Permit for development within the Bluff Creek Corridor with a Variance to locate the storm water pond within the Bluff Creek primary zone; Conditional Use Permit for multiple buildings (up to 14) on one parcel; and Site Plan Approval for 12 buildings (one clubhouse/museum building and 11 storage buildings totaling approximately 150,000 square feet of building area. ADOPTED by the Chanhassen Planning Commission this 21" day of November, 2006. i NVIV. Legal Description That part of the Southeast Quarter of Section 15, Township 116, Range 23, West of the 5`s Principal Meridian described as follows: Beginning at the Northeast corner of said Southeast Quarter thence on an assumed bearing of North 89 degrees 00 minutes 25 seconds West along the North line of said Southeast Quarter a distance of 2614.22 feet to the Northwest corner of said Southeast Quarter; thence South 00 degrees 59 minutes 45 seconds East along the west line of said Southeast Quarter a distance of 1766.11 feet; thence North 56 degrees 57 minutes 24 seconds East a distance of 669.01 feet; thence South 33 degrees 02 minutes 36 seconds East a distance of 39.63 feet; thence Northeasterly along a non-tangential curce concave to the Northwest having a radius of 1859.86 feet; a chord bearing North 49 degrees 43 minutes 26 seconds East of 394.93 feet; thence North 56 degrees 57 minutes 24 seconds east, not to last described curve a distance of 323.97 feet; thence South 35 degrees 03 minutes 24 seconds West a distance of 22.98 feet; thence Southwesterly 120.34 feet along a tangential curve to the right having a radius of 1959.86 feet; thence North 57 degrees 57 minutes 24 seconds East not tangent to the last described curve a distance of 1319.26 feet; thence North 33 degrees 02 minutes 36 seconds West a distance of 12.50 feet; thence North 56 degrees 57 minutes 24 seconds East a distance of 495.70 feet to the East line of said Section 15; thence North 1 degree 15 minutes 22 seconds West a distance of 72.51 feel along the east line of said Section 15 to the point of beginning, according to the Government Survey thereof,. Subject to easement for County State Aid Highway 17. EXCEPT which lies Westerly of Bluff Creek, the centerline of said creek described as follows: Commencing at the Northwest comer of the Southeast Quarter of Section 15, Township 116, Range 23 West of the 5`s principal Meridian; thence on an assumed bearing of South 89 degrees 00 minutes 25 seconds East, along the North line of said Southeast Quarter, a distance of 718.45 feet to the point of beginning of the centerline to be described: thence South 03 degrees 14 minutes 54 seconds West, a distance of 12.34 feet; thence South 12 degrees 17 minutes 21 seconds East a distance of 18.26 feet; thence South 86 degrees 42 minutes 32 seconds East, a distance of 66.41 feet; thence South 00 degrees 11 minutes 26 seconds East, a distance of 10.09 feet; thence South 26 degrees 53 minutes 49 seconds East, a distance of 11.25 feet; thence South 04 degrees 40 minutes 40 seconds East, a distance of 71.53 feet; thence South 08 degrees 34 minutes 33 seconds West, a distance of 513.32 feet; thence South 01 degrees 27 minutes 58 seconds East, a distance of 148.78 feet; thence South 08 degrees 14 minutes 13 seconds West, a distance of 114.78 seconds; thence South 30 degrees 49 minutes 36 seconds West, a distance of 256.50 feet; thence South 30 degrees 12 minutes 30 seconds West, a distance of 95.70 feet; thence South 22 degrees 09 minutes 40 seconds East, a distance of 29.71 feet; thence South 10 degrees 54 minutes 04 seconds West, a distance of 55.44 feet; thence South 14 degrees 39 minutes 10 seconds East, a distance of 15.14 feet; thence South 22 degrees 30 minutes 14 seconds West; a distance of 33.54 feet; thence South 08 degrees36 minutes 50 seconds West, a distance of 40.11 feet; thence South 10 degrees 58 minutes 44 seconds West, a distance of 16.30 feet; thence South 33 degrees 58 minutes 55 seconds East, a distance of 3.27 feet to the point on the Northerly line of the Milwaukee, St. Paul and pacific Railroad, said point a distance of 586.57 feet Northeasterly of the Southwest comer of the above described property, as measured along said Northerly Railroad line, and said line ther terminating. That part of the Southeast Quarter of the Northeast Quarter of Section 15, Township 116 Range 23 West of the 5`" Principal Meridian described as: Beginning in the Southeast corner of said Southeast Quarter of the Northeast Quarter; thence on an assumed bearing of North 89 degrees 00 minutes 25 seconds West along the south line of said Southeast Quarter of the Northeast Quarter a distance of 747.57 feet; thence North 35 degrees 03 minutes 24 seconds East, a distance of 1.50 feet; thence Northeasterly 1042.48 feet along a tangential curve to the right having a radius of 2814.79 feet to the East line of said Southeast Quarter of the Northeast Quarter; thence South 00 degrees 24 minutes 06 seconds East along the East line of said Southeast Quarter of the Northeast Quarter a distance of 738.57 feet to the point of beginning, according to Government Survey thereof. Subject to easement for County State Aid Highway No. 17. Torrens Certificate No 24463 711 4,) ,�;fg9 ie. So,) c( f e5 . MEMO To: Lori Haak, City of Chanhassen From: Bruno Silikowski, Mutual Investments LLC RE: Variance Justification — Autobahn MotorPlea Site This memo supports our appeal for a change or variance to the City suggested Bluff Creek Overlay Line (BCOL). The only change that we are requesting is that instead of using the 908 foot contour elevation we use the 906 elevation. This change results in an extremely little difference in land within the BCOL (see elevation contour map) throughout the General Mills site and our land but does allow low land on our site to be used for ponding. Additionally, there is no impact on the wetland boundaries on either site. The low area on our land includes an incidental wetland. It is man-made and its genesis is a result of grading that was done on the site back in 1988-1989 timeframe (Sathre owned the site at that time, so we know this to be fact). If the appeal is agreed upon, we will only use the difference in the land for ponding purposes and it will, within 2-3 years, take on similar characteristics as the pond/wetland to the north. This area is by far the most reasonable location to place the ponding; it is the lowest point that can be used and this is where the water naturally flows. This ponding point is also the closest natural location that would allow the water coming from the railroad track to be channeled, in fact that water also flow to the area requested. This memo also demonstrates that the best place for the pond is where the incidental wetland is located, adjacent to the main wetland basin. There are many reasons but the most important are a natural water flow, better water quality entering the Bluff Creek, higher quality pond aesthetics, and significantly increased expenses for engineering work, excavating, grading, build ability, and piping. In summary, changing the BCOL from the 908 to 906 elevation is the most reasonable solution for ponding on this site. The only use for the land difference will be for ponding. Additional improvements to the BCOL could also be gifted, such as but not limited to additional plantings adjacent to existing wetland complex within the BCOL. We would coordinate with an Environmental Engineer to determine appropriate improvements to the wetland boundaries and upland to expand or enhance the existing wildlife habitat. We would propose to do this in cooperation with General Mills to provide a more comprehensive improvement plan. Sec. 20-58 General conditions for granting a variance - (1) There is undue hardship; it is not being able to use the area of the property where the sto— rm wat n 'turally flows. Reason being the area is currently within the BCOL primary line, and ponding is not allowed within the BCOL. Additional undue hardship is; that the next most logical place to put a storm water pond is along western upland slopes. This is not only a poor place to put the pond from the standpoint of water flow but also from an engineering standpoint (least structurally sound - being placed on a slope) and the storm water won't be filtered as much through the wetland before flowing into the Bluff Creek. Also, flow from existing gullies will not be able to be treated prior to it entering the BCOL. (2) The topography of this parcel makes this property quite different than the surrounding properties, bowl shaped. The overland flow on the site is largely from the east towards the west/northwest lowest. Currently, much of the flow is being directly to the incidental wetland area by actively eroding gullies. This incidental wetland area is where we are requesting a pond to be placed. (3) The variance is requested because it is the most reasonable solution to storm water ponding on this site. It would be the most structurally stable pond location, provide maximum filtering of the storm water and be in the place where the water is naturally flowing. (4) As stated above, the topography of this parcel makes for a natural storm water ponding location. (5) The opposite would occur, placing the ponding on this location will provide maximum filtering for the storm water thus improving the water quality entering the Bluff Creek. (6) If anything, the approval of this variance will enhance the quality of life for the surrounding neighbors, ecology and wildlife. Page 1 of I Generous, Bob From: Bruno Silikowski [admin@autobahnmotorplex.com] Sent: Tuesday, March 13, 2007 11:01 AM To: Sinclair, Jill; Generous, Bob; bsilikowski@autobahnmotorplex.com; 'Scott Shanesy' Subject: Landscaping plan for Auto MotorPlex Minneapolis Jill, per our discussion on 3/13/2007, we have agreed on the following: 1. Existing Buffer yard tree's along Audubon Rd will be left in tack until those sites are developed, at a future date. 2. Boulevard trees' will be spaced 50' or less. Any tree's that cannot be reasonably located in the parking lot will be located in the Northwest part of the site. 3. The total # of trees required by the City Ordinance will be met. 4. Buffer planting will be allowed within the Bluff Creek Primary Corridor, these species will include native selected from the management plan and willow's (willows tree size will be a (1-1.5" diameter). The willow tree will primarily be used for providing screening between development and adjacent neighborhood. 3/13/2007 Aanenson, Kate From: Tom Furlong [ffurlong@apexfsi.com] Sent: Monday, December 11, 2006 4:53 PM To: Aanenson, Kate; Gerhardt, Todd Subject: FW: Autobahn Motorola Thoughts? Tom Furlong (952) 238-1315 -----Original Message ----- From: paulseng@juno.com fmailto:paulseng@juno.com) Sent: Monday, December 11, 2006 4:25 PM To: mayor@ci.chanhassen.mn.us CC: blundquist@ci.chanhassen.mn.us; cpeterson@ci.chanhassen.mn.us; btjornhom@ci.chanhassen.mn.us Subject: Autobahn MotorPlex Dear Mayor and Counselors: It appears that the Bluff Creek Overlay bo tl"ary-ha e changed two feet for the Autobahn Development (at his request) fro 908' to 9 across the entire lot. For this lot only (p. 11 Recommendation B 1), the Bluff Creek Overlay line is changed two feet to accommodate a storm water pond which could be placed at a higher elevation where the buildings are located. The OHW for the creek and wetland are lacking on the plat as is a high ater line. Placement of the storm water pond within the etland-floodp in me the storm water pond could flow into the creek at high water time an p i s po uted contents down stream. This proposal does not meet the standards for a variance. 1. It is self-created. 2. It is applicable to any other property along the Bluff Creek Overlay Line (BCOL). 3. It is detrimental to the public welfare and injurious to other property. The truth is the truth. You can use the deceptive language provided by staff to excuse an expedient *yes" vote, or you can listen to your conscience and vote "no". Sincerely, Janet Paulsen 7305 Laredo Dr. Chanhassen MM 934-7032 Try Juno Platinum for Free! Then, only $9.95/month! Unlimited Internet Access with 1GB of Email Storage. Visit http://www.juno.com/value to sign up today! I November 21", 2006, Dear Bob Generous, Senior Planner I will not be able to attend the Public Hearing regarding the Proposed Development Autobahn MotorPlex. I would like to submit this note to the commission instead. I would like to thank you for taking the time to come by and see the Proposed Autobahn MotorPlex project from the backyards here in the neighborhood. Like most folks, I have most of my money tied up in my home and that is probably the case for most of the city's employee's and residents. The only hope we have for protection of our property and its value are our officials. People like you! I am opposed to two the project in its current configuration. I am also opposed to rezoning ALL the proposed Ag area into IOP. First on the project. I think that the proposed buildings furthest west and south, the two that require a rezoning of the western portion of the site from A2 to IOP should be rejected in their current configuration. The staff states that rezoning should happen because the "intended use' map shows the area as planned IOP. Since the intended use for part of the site is IOP that is should just happen. BUT, the current land zoned A2 also falls in the Bluff Creek Primary Overlay Zone. The current development does not comply with the direction and intent of the Bluff Creek Overlay section of the code. Therefore, I think that there is just as strong a case against rezoning to allow these building based on their lack of compliance with the Bluff Creek Overlay as there is a case for rezoning based on planned use. However, I am a reasonable resident. IF the project would move toward a more "open space' plan on the western end and include some higher dirt hills and berms, and maintaining as many of the trees that I pointed out to you as possible, then maybe the plan would fit the intent of the Bluff Creek Overlay District. Like others in the area, we built homes and invested in those homes based on the maps the city provides and the code behind the lines on those maps. The following map was scanned off the map received from city hall and it clearly shows that the area currently zoned AG is also in the Bluff Creek Overlay District. It also shows that "park and open space" comes virtually right up to the area where the last building is proposed. Do we really want buildings right in the park area? City of Chanhassen Land Use Map Bluff Creek Primary Overlay 1 & 2 Point where BC -1 & 2 Cross Tracks Proposed Buildings Current Ag Zone Line Chanhassen 2020 Land Use Plan M Resklential - Large Lot (2.5 Acte Minumum 1/10 we outside 1_71 Residents] -Low Density (Net DeneiyRange 1.2 - 4/Ane) Residential -Medium Density (Net Densly Range 4 - 8 WAcn _ Residential - High Density (Net Density range 8 -16 u/Ane) �.�'.. cc m encal _ Office �Oftcdlnduamal - PwkstOpen space - Publicr.Pub]k - Mixed BC - 1 Bluff Geek Primary Overlay District 1 BC -2 Blue Creek Primary Overlay Distrk[ 2 2 These maps are what people use to make decisions about investing their life savings in a home. People expect that any development in that Bluff Creek Overlay area is going to fit into the natural landscape and comply with the intent of that part of the code. I am sure you know this code inside out. I read it again and in Sec. 20-1552. 1 made special note of the part where it says; "Preservation of the natural conditions found in the primary zone and to the greatest extent possible, preserving significant resources and minimizing impacts in the secondary zone through cluster development and other practices which minimize the removal of vegetation, minimize site grading, and application of practices found in the city's Best Management Practices Handbook. It also talks about "Creation of a suitable balance between the amount and arrangement of open space, landscaping view protection bluff protection, and vegetation Protection and the design and function of manmade features. Creation of an interconnected open space network that preserves migratory patterns for wildlife. Creation of an interconnected open space network that provides recreational and educational opportunities for people. Since this project is not consistent with the goals of the Bluff Creek Overlay, then that should carry as much weight to NOT re -zone as the intended use does to rezone. However, I think a "scaled back" set of the two western most buildings, perhaps down to just one building or two smaller buildings, could allow for sufficient berms, natural plantings, etc to make this project fit the goals of the Bluff Creek project. Also if the trees that adjoin the wetlands could be preserved to help with a screening effect. If the western end of the project would create a better balance between asphalt and grass, open space and storage buildings, natural landscaping and fencing, and would offer view protection, vegetation protection, in other words comply with the Bluff Creek Overlay intent, then I could support the project. I am totally opposed to rezoning ALL the A2 area into IOP. If ANY of the A2 land is rezoned, it should be limited to JUST THE SITE of the proposed project, not the entire A2 area as is currently being requested. There is no reason to re -zone the entire area, including the current wetlands and the rest of the Bluff Creek Overlay district into IOP. Doing this would could mean that any area to iust the site of the buildings. Jon Day rs Jon Day 11/21/2006 RE: Autobahn Motorplex Planning Case No. 06-34 Dear Mr. Day, On Monday Nov. 20`l', 2006 you asked me to meet you at your home located at 8229 Stone Creek Drive in Chaska MN for the purpose of reviewing a proposal for a commercial development project along the southerly border of the wetlands area directly to east of your neighborhood. We met at your home and from the east facing deck at the back of your home I was able to overlook the entire wetlands area. From this vantage point, with copies of the proposed Autobahn Motorplex development map, profile drawings of the proposed buildings and related documents in hand, you pointed out the proposed site area. Your question to me at that point was my professional opinion as to weather the proposed new commercial buildings will or will not have an adverse affect on the value of the homes along the east side of Stone Creek Drive which currently have a scenic view amenity overlooking this historic wetlands area. It is generally recognized and accepted in residential real estate appraisal practice and real estate marketing that a natural scenic view amenity is a desirable and valuable amenity for residential housing. I believe the proposed commercial improvements will have an adverse impact on the values of the homes that currently enjoy their historic scenic views overlooking the specified wetlands area. This opinion is based upon the assumption that the proposed buildings will be in plain and total open view from their foundations to their roof tops as viewed from the east facing decks of the homes along the easterly side of Stone Creek Drive. The close proximity of the building site to this neighborhood, together with the site's sloping topography which is descending downward to the north from the south border of the proposed site, results in a fully exposed commercial development replacing a parcel of land within the wetlands which is now a visually pleasing, quiet, contiguous and natural setting of wetlands area recognized as a desirable scenic amenity. I feel it should be noted that the proposed buildings have a low profile design which lends towards a lesser visual impact than a two story commercial building more typical to the adjoining commercial improvements bordering the wetlands. It is also my opinion that there is an economically viable remedy for the potentially adverse impact of the proposed commercial buildings on the home values along Stone Creek Drive. I believe a suitable earth berm would for all intensive purposes reduce the impact to an acceptably negligible margin. In general I believe the berm should be seeded or planted so as to remain similar to the wetlands existing natural ground cover when observed from the neighboring homes and most importantly the berm should be of sufficient height as to shield the views from the decks of the homes along Stone Creek Drive from seeing the siding of the buildings from the grade level to the eves. It is my opinion that the roof areas and dormers would have a minimal adverse visual impact and would not have to be concealed. These are my opinions based on my 29 years as a professional real estate appraiser. Respectfully submitted, Gary S. Zumberge President Comprehensive Valuation Services Inc. 4940 Viking Dr. #500 Edina, MN 55435 Page 1 of 2 Generous, Bob From: Haak, Lori Sent: Monday, November 20, 2006 2:18 PM To: Fauske, Alyson Cc: Generous, Bob Subject: FW: Autobahn Motorplex Attachments: Autobahn Motorplex.jpg Alyson, Apparently the flooding of the wetland basin may be an issue at the public hearing tomorrow. Here's what I replied to the neighbor who asked about it. Lori From: Haak, Lori Sent: Wednesday, November 15, 2006 9:52 AM To: 'Jon' Cc: Generous, Bob Subject: Autobahn Motorplex Jon, Thank you for your email. I will do my best to address your questions. 1. Wetland Fill: The proposal does not require a Wetland Alteration Permit (WAP). At the time the notice was prepared, staff was uncertain as to whether a WAP would be needed. The project needed to be noticed with a WAP to make certain all the bases would be covered. However, with further investigation, it was determined that the wetland areas that are proposed to be filled in conjunction with this application were created as a result of prior grading on the site (in the early 1990s). This makes them exempt from the rules of the State of Minnesota and the City of Chanhassen. The areas to be filled are peripheral to the large wetland basin (circled in green on the attached photo). They will not impact the flood elevations of the large wetland basin (the edge of the wetland is shown roughly in blue on the attached photo). The exemption paperwork can and will be prepared administratively. 2. Flooding of Wetland/Stormwater Pond: The City is aware of the flooding that occurred in this area in September and October 2005. The rain events that caused that flooding were extreme (more than 4.5" of rain over less than 24 hours). These rain events are unusual, but are always possible. There is a certain level of precipitation that no city or individual can protect against. Neither the City nor any other agency or person can promise that all homes will be kept from flooding in all circumstances. However, the proposed project will not result in detectable increases or decreases in the frequency, duration or extent of flooding. 3. Bluff Creek Watershed Natural Resources Management Plan: The proposed project is requesting a variance from the requirements of the Bluff Creek Overlay District set forth in City Code. A variance is required because the applicant has proposed locating a portion of the stormwater pond within the primary zone. Additionally, the applicant is proposing grading within the first 20' of the 40' setback from the primary zone boundary. Staff is recommending approval of the variance because there are no feasible and prudent alternatives for ponding on-site. If approved, the variance would impose conditions that would require the applicant to restore several upland areas on-site in a manner consistent with the Bluff Creek Watershed Natural Resources Management Plan. (The feasibility study that was conducted by the Riley - Purgatory -Bluff Creek Watershed District has not been adopted by the City, so there are no additional requirements related to the Bluff Creek Corridor aside from those requirements outlined by City Code.) Regards, 11/20/2006 Page 2 of 2 Lori Lori Hoak Water Resources Coordinator City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 Phone: 952.227.1135 Fax: 952.227.1935 Email: Ihaak@ci. chanhassen. mn.us From: Jon[mailto:jon@marketwiseagservices.com] Sent: Tuesday, November 14, 2006 12:55 PM To: Haak, Lori Subject: Question on proposed development Lori, I am looking into the proposed development called Autobahn Motorplex That wetlands they are seeking a variance to alter and fill was severely flooded twice in the past 5 years, we have photographs of the flooding here and we could show them to you if you want. In both cases the water rose well above the bike path on the western end of the wetlands, covering that collection pond and reaching the lawns of the homes along that side? A few more feet and homes on this side would have been flooded. Can the city promise us that this development, if approved, would keep our homes from flooding? Also, how does this project impact the Bluff Creek Corridor study and project that the city has been working with the Bluff Creek Watershed district on? Jon Day 11/20/2006 Page 1 of 2 Generous, Bob From: Flask, Lori Sent: Wednesday, November 15, 2006 9:52 AM To: Jon Cc: Generous, Bob Subject: Autobahn Motorplex Attachments: Autobahn Motorplex.jpg Jon, Thank you for your email. I will do my best to address your questions. 1. Wetland Fill: The proposal does not require a Wetland Alteration Permit (WAP). At the time the notice was prepared, staff was uncertain as to whether a WAP would be needed. The project needed to be noticed with a WAP to make certain all the bases would be covered. However, with further investigation, it was determined that the wetland areas that are proposed to be filled in conjunction with this application were created as a result of prior grading on the site (in the early 1990s). This makes them exempt from the rules of the State of Minnesota and the City of Chanhassen. The areas to be filled are peripheral to the large wetland basin (circled in green on the attached photo). They will not impact the flood elevations of the large wetland basin (the edge of the wetland is shown roughly in blue on the attached photo). The exemption paperwork can and will be prepared administratively. 2. Flooding of Wetland/Stormwater Pond: The City is aware of the flooding that occurred in this area in September and October 2005. The rain events that caused that flooding were extreme (more than 4.5" of rain over less than 24 hours). These rain events are unusual, but are always possible. There is a certain level of precipitation that no city or individual can protect against. Neither the City nor any other agency or person can promise that all homes will be kept from flooding in all circumstances. However, the proposed project will not result in detectable increases or decreases in the frequency, duration or extent of flooding. 3. Bluff Creek Watershed Natural Resources Management Plan: The proposed project is requesting a variance from the requirements of the Bluff Creek Overlay District set forth in City Code. A variance is required because the applicant has proposed locating a portion of the stormwater pond within the primary zone. Additionally, the applicant is proposing grading within the first 20' of the 40' setback from the primary zone boundary. Staff is recommending approval of the variance because there are no feasible and prudent alternatives for ponding on-site. If approved, the variance would impose conditions that would require the applicant to restore several upland areas on-site in a manner consistent with the Bluff Creek Watershed Natural Resources Management Plan. (The feasibility study that was conducted by the Riley - Purgatory -Bluff Creek Watershed District has not been adopted by the City, so there are no additional requirements related to the Bluff Creek Corridor aside from those requirements outlined by City Code.) Regards, Lori Lori Hoak Water Resources Coordinator City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 Phone: 952.227.1135 Fax: 952.227.1935 Email: 1haak@ci.chanhassen.mn.us 12/21/2006 Page 2 of 2 From: )on[mailto:jon@marketwiseagservices.com] Sent: Tuesday, November 14, 2006 12:55 PM To: Haak, Lori Subject: Question on proposed development Lori, I am looking into the proposed development called Autobahn Motorplex. That wetlands they are seeking a variance to alter and fill was severely flooded twice in the past 5 years, we have photographs of the flooding here and we could show them to you if you want. In both cases the water rose well above the bike path on the western end of the wetlands, covering that collection pond and reaching the lawns of the homes along that side? A few more feet and homes on this side would have been flooded. Can the city promise us that this development, if approved, would keep our homes from flooding? Also, how does this project impact the Bluff Creek Corridor study and project that the city has been working with the Bluff Creek Watershed district on? Jon Day 12/21/2006 Generous, Bob From: Jon Don@marketwiseagservices.com] Sent: Wednesday, October 25, 2006 12:13 PM To: Generous, Bob Subject: Question on Proposed Development - Page I of 2 Thank you for taking a few minutes to visit with me on the phone earlier today regarding the proposed development on Audubon Road. I went to the city's website for some additional information which was very helpful. Once I read that I went to the developer's website and there was a story on their site about their plans (see below). They are a "race car" and car enthusiast organization and the target market for this type of facility is "race and specialty" cars. The website says they plan to have car shows on the site as well. Cars of that type normally have modified exhaust systems to create that loud sound from the pipes. This raises noise concerns. As you know, this proposed facility would border a natural park like area which is zoned as an agricultural area. The area is lined with homes on the entire west side and a community bike trail on the west side of the wetlands. There is nothing between this proposed site and those homes and the bike path. This proposed facility would hold hundreds of race cars which would be coming and going at all hours of day and night. Also those cars could be loaded and unloaded from trucks and trailers, etc. I am sure car shows being held on site would also contribute heavily to the noise. We all know that show cars normally have loud pipes and often loud stereo systems. Would earthen berms be required like the city required from the General Mills expansion that adjoins this site? Perhaps the berms of the same elevation, with similar plantings on top could be extended from the General Mills site south along the back of this site to block sound and try to preserve some natural look of the area. They could put the fence they have in their plans inside the berm and tree line as well. One part of the proposed facility comes a long way west along the railroad tracks. Perhaps the facility could be kept toward the east along Audubon and not come as far west down along the railroad track. This would keep the noise a little further away from the homes. Maybe a nice combination of berms and keeping the buildings a little further from residential homes would work in keeping the noise down. Thank you for your time. Jon Day ham://www.clubmotorsDorts.Gom/oressroomrindex.cfm?ac=detai Is&News[ D=432 Bruno Silikowski found a different approach to the proximity problem. His Autobahn Motorplex, located 15 minutes from downtown Minneapolis, is a 37 -acre site that will not have a track, but will have a clubhouse as well as secure, heated storage condos that members can purchase — and depreciate — to garage their racing and other special cars. "It will be the mecca of motorsports in Minneapolis," said Silikowski. Alan Wilson thinks noise is the biggest problem with getting a new club built in a populated area these days. "The noise issue doesn't have to be a necessity," he said, pointing out that most recreational drivers won't see any difference driving a car on the track with a muffed exhaust. "These clubs will 12/21/2006 Page 2 of 2 evolve, and without the noise will no longer be a negative to the surrounding area. Then they will be more socially acceptable." The demand is there. Autobahn has sold out individual memberships and has started a waiting list. Only six corporate memberships remain available. "We're growing like crazy," said Basso 12/21/2006 Date: October 25, 2006 City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 To: Development Plan Referral Agencies From: Planning Department By: Robert Generous, Senior Planner Subject: AUTOBAHN MOTORPLEX — Request for Rezoning of the western portion of the site from Agricultural Estate District, A2, to Industrial Office Park, IOP; Conditional Use Permit for development within the Bluff Creek Corridor; Conditional Use Permit for multiple buildings (up to 14) on one parcel; Site Plan Approval for 12 buildings (one clubhouse/museum building and 11 storage buildings totaling approximately 150,000 square feet of building area); a Wetland Alteration Permit to fill wetlands on site; and a Variance to locate the storm water pond within the Bluff Creek primary zone on 38.7 acres of property located on the west side of Audubon Road north of the Twin Cities and Western Railroad. Applicant: Bruno J. Silikowski. Planning Case: 06-34 The above described application for approval of a land development proposal was filed with the Chanhassen Planning Department on October 20, 2006. The 60 -day review period ends December 19, 2006. In order for us 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. This application is scheduled for consideration by the Chanhassen Planning Commission on November 21, 2006 at 7:00 p.m. in the Council Chambers at Chanhassen City Hall. We would appreciate receiving your comments by no later than November 9, 2006. You may also appear at the Planning Commission meeting if you so desire. Your cooperation and assistance is greatly appreciated. 1. City Departments: a. City Engineer b. City Attorney c. City Park Director d. Fire Marshal e. Building Official E Water Resources Coordinator g. Forester 2. Carver Soil & Water Conservation District 3. MN Dept. of Natural Resources — Julie Ekman 4. Watershed District Engineer a. Riley -Purgatory -Bluff Creek b. Lower Minnesota River c. Minnehaha Creek 5. Telephone Company (Ow est or Sprint/United) 6. Electric Company (Xcel Enerav or MN Valley) 7. CenterPoint Energy Minnegasco 8. Twin Cities & Western Railroad SCANNED Location Map Autobahn Motorplex Planning Case No. 06-34 City of Chanhassen M 1. SUBJECT PROPERTY MY OF 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 Administration Phone: 952.227.1100 Fax: 952.227.1110 Building Inspections Phone. 952.227.11 B0 Fax: 952.227.1190 Engineering Phone: 952.227.1160 Fax: 952.227 1170 Finance Phone: 952 227.1140 Fax: 952 227.1110 Park & Recreation Phone: 952.227.1120 Fax: 952.227.1110 Recreation Center 2310 Coulter Boulevard Phone: 952.221.1400 Fax: 952.227.1404 Planning & Natural Resources Phone, 952.227.1130 Fax 952.227.1110 Public Works 1591 Park Road Phone: 952.227.1300 Fax: 952.227.1310 Senior Center Phone: 952,227 1125 Fax 952.227 1110 Web Site www.ci.chanhassen.mn.us 0(0. MEMORANDUM TO: Bob Generous, Senior Planner FROM: Alyson Fauske, Assistant City Engineer DATE: November 21, 2006 SUBJECT: Review of Conditional Use Permit and Site Plan for Autobahn Motorplex- Planning Case No. 06-34 GRADING AND DRAINAGE The site topography is challenging due to the 40 foot drop in elevation from the existing curb cut on Audubon to wetlands; the site also drops more than 20 feet from the railroad to the wetland. The grading plan shows that all of the proposed lots will be mass graded. Staff examined the feasibility of extending a common drive between the buildings, eliminating the need for the access along the eastern half of the southern -most driveway, however the developer has indicated that the proposed buildings can not be designed to have a grade drop within them. The developer proposes to install storm sewer throughout the site to convey runoff to the proposed pond. This storm sewer shall be privately owned and maintained since it will not convey runoff from a public right of way. The proposed pond is designed to treat runoff from the site according to NURP standards. The pond is designed to provide rate control for the 2-, 10-, 100- and two (back to back) 100 -year rainfall events. The grading plan must be revised to show proposed pavement grades for the driveway access to the northern office/warehouse. The grading plan must show proposed pavement grades. Pavement grades must not exceed 10%. The private streets within the development must be constructed to a nine ton design. An additional spot elevation must be shown on the south end of the storage building immediately west of the northern office/warehouse to ensure positive drainage. Note the proposed rim and invert elevation of the storm sewer located at the driveway intersection south of bore hole location #3. RETAINING WALLS Due to the site topography the developer proposes to construct retaining walls at the following locations, as shown on Sheet SP: BCANNEO The City of Chanhassen 9 A growing community with clean lakes, quality schools, a chaffing downtown, thriving businesses, winding trails, and beautiful parks. A great place to live, work, and play. Location Length (approximate) Maximum Height (approximate) South of the pond 120 feet 8 feet East of the pond 190 feet 14 feet North of the clubhouse 200 feet 6 feet North of the northern storage facilities (2 locations) 50 feet (each) 4 feet (both) West of the northern office/industrial building, near the northern property line 170 feet 4 feet West of northern office/industrial building 500 feet 15 feet Near entrance gate 80 feet 4 feet Retaining walls four feet or higher require a building permit and must be designed by an Engineer registered in the State of Minnesota. STREETS AND SITE CHWULATION The developer proposes to access the site from the existing curb cut at Audubon Road. This access location was approved with the Audubon Court final plat in 1989; this plat was never recorded. This access is approximately 280 feet south of Park Road. The access spacing guideline for this segment of Audubon Road is 660 feet. The applicant submitted a site plan where the access aligns with Park Road. This alignment was not pursued since the height of the retaining wall west of the northern officelwarehouse building would be between 16 feet to 22 feet in order to accommodate this alignment. A private street will extend west to the site, with a gate proposed west of the eyebrow located in the southwest of the southern office/industrial building. The developer must provide a drainage and utility easement over the pavement section that will be used to access the pond for maintenance purposes. The developer must coordinate with City staff to ensure that pond maintenance and emergency vehicles will be able to access the gated area. The width of the drive aisle between southeast of the pond must be minimum 26 feet wide in addition to the proposed parallel parking stalls. The remaining drive aisles within the development meet or exceed the minimum standards. UTILITIES The developer proposes to loop privately owned and maintained eight inch watermain from the existing trunk watermain on the west side of Audubon Road. If fire code permits, staff recommends that the private watermain be six inch diameter for water quality purposes. Due to the site topography, all buildings within the storage facility will be served by a privately owned and maintained forcemain, which will connect to the proposed eight inch privately owned and maintained sanitary sewer between the two office/warehouse buildings. The City's construction observer shall be present for all sanitary sewer and watermain testing to ensure that the proposed connections to the City facilities are in conformance with engineering standards. The developer shall pay for the inspection bills and submit a $5,000.00 security to ensure payment of these bills. Bob Generous November 21, 2006 Page 3 Engineering recommends approval of the Autobahn Motorplex Conditional Use Permit and Site Plan subject to the following: 1. The grading plan must be revised to show proposed pavement grades for the driveway access to the northern office/warehouse. 2. The grading plan must show proposed pavement grades. 3. Pavement grades must not exceed 10%. 4. The private streets within the development must be constructed to a nine ton design. 5. An additional spot elevation must be shown on the south end of the storage building immediately west of the northern office/warehouse to ensure positive drainage. 6. Note the proposed rim and invert elevation of the storm sewer located at the driveway intersection south of bore hole location #3. 7. The developer must provide a drainage and utility easement over the pavement section that will be used to access the pond for maintenance purposes. 8. The developer must coordinate with City staff to ensure that pond maintenance and emergency vehicles will be able to access the gated area. 9. The width of the drive aisle southeast of the pond must be minimum 26 feet wide in addition to the proposed parallel parking stalls. 10. If fire code permits, staff recommends that the private watermain be six inch diameter for water quality purposes. 11. The City's construction observer shall be present for all sanitary sewer and watermain testing to ensure that the proposed connections to the City facilities are in conformance with engineering standards. 12. The developer shall pay for the inspection bills and submit a $5,000.00 security to ensure payment of these bills. c: Paul Oehme, Public Works Director/City Engineer G:\ENG\CUPs\ABG:\ENMCUPs\Autobahn Mototplex 11-21-06.dmRA 06-20-06.dw Id 9)BQIQMARIC T^Paf V wotfie6l'A�rrw%rr Wml aiAVYba RUW VI PakRui T31F1�9N 9365 IB.) AUY xN&m b ie rs�sY a dui NSS� M .x' Ps�r ab 4n 6e prtwN oil Bs wufimmupv�ial YulmaSmux4ara0i>+h s: ,", ofdourt>. WyawiPl uK wbraprl me P.x ANmma..n4Jm44m a�L -e x, C, �J I Ir REVISIONS i ,yDPS dbi M` e i 6dWN' 3 \D2WC BA3 Df5 I.) TrwereYOaa WP++b lay.11 uNapomJuuGu Itr eumg imLia4ime ee �howrmr rpoffixesq mlY IY �1mob00oa®etlmem lrtaOo. �LuY vd.9mm8uatiha W bS.eema+W �. 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PAMGE-ffcrlon na ti u cw5>:nrouri3r PACE %% s� 1 3 Autobahn MotorPlex 9 Scale (Not Defined) {UT'} 0 300 600 900 1200 1500 Generous, Bob From: Bruno Silikowski [bsilikowski@automotorplex.com] Sent: Friday, December 09, 2011 12:58 PM To: Generous, Bob Subject: AutoMotorPlex The plan is to have the two ends of the building and the center of the North facing side of the building to have cupola's similar to what we have used with the other buildings, I plan to have them copper colored tops to match the copper colored tops of the parapet's as well as the previous building. I am having the architect draw up the construction detail. Per our conversation, please approve. Kind regards Bruno �W.1_:4-, H HIPC sr..a" /1 EAST END ELEVATION sCALL 2116" - _ Cu la's Imck a xw IY I11� J x*c4 Generous, Bob From: Bruno Silikowski [bsilikowski@automotorplex.comj Sent: Friday, December 09, 2011 12:58 PM To: Generous, Bob Subject: AutoMotorPlex The plan is to have the two ends of the building and the center of the NoAh facing side of the building to have cupola's similar to what we have used with the other buildings, 1 plan to have them copper colored tops to match the copper colored tops of the parapet's as well as the previous building. I am having the architect draw up the construction detail. Per our conversation, please approve. Kind regards Bruno T Cuppola's &0000 EAST END ELEVATION sCALL: 11"Iv - . ,r Bruno Silikowski Auto MotorPlex Minneapolis Phone: 612-850-8398 Campus address: 8200 Audubon Rd Mailing address: 1750 Motorplex Court, Unit 1 Chanhassen, MN 55317 bsili kowski Ca)automoto rplex.com Visit us at: -. ;:n Bruno Silikowski Auto MotorPlex Minneapolis Phone: 612-850-8398 Campus address: 8200 Audubon Rd Mailing address: 1750 Motorplex Court, Unit 1 Chanhassen, MN 55317 bsilikowskiPautomotoralex.com Visit us at: Generous, Bob From: Generous, Bob Sent: Thursday, December 08, 2011 3:40 PM To: 'Bruno Silikowski' Cc: Aanenson, Kate; Ekholm, Paul; Mohn, Jerry Subject: RE: AutoMotorPlex Bruno: I have reviewed the proposed revisions to the building elevations with city staff and have the following comments: The elimination of the dormer elements in the final building is not an acceptable alternative. This building is closest to the residential neighborhood and also the most visible to them. Elimination of the these roof elements reduces the architectural detailing of the building. Additionally, you talk about additional fenestration on the building, but do not show it on the plans. Eliminating the lower windows does not improve the building architecturally. Please provide the city with revised plans that incorporate additional roof details, details of the architectural treatments proposed on the parapets and other fenestration being proposed. Such plans must include all the elements that you wil incorporate in the building and must be signed by a design professional. You should stop all work on the building until you have a complete and approved building plan in order to not have to make corrections to completed building components. If you have any questions or need additional information, please contact me. :.. Robert Generous, AICP Senior Planner City of Chanhassen 7700 Market Boulevard P. 0. Box 147 Chanhassen, MN 55317 (952)227-1131 bpenerous@ci.chanhassen.mn.us From: Bruno Silikowskifmailto:bsilikowski(a@automotori)lex.comI Sent: Thursday, December 08, 2011 2:13 PM To: Generous, Bob Subject: RE: Signs Please find attached photos of the design that we are emulating... Thanks. Bruno Bruno Silikowski Auto MotorPlex Minneapolis Phone: 612-850-8398 Campus address: 8200 Audubon Rd Mailing address: 1750 Motorplex Court, Unit 1 Chanhassen, MN 55317 bsilikowski(@automotorplex.com Visit us at: v., NORTH ELEVATION < � END ELEVATION #1 SOUTH ELEVATION 11 ou ; 1d11d11l11I 111 1,11 I��III�IIIIIIII� �d�IV���II�I�uII���III1II1II��IIVIB9� ou CONCEPTUAL DRAWINGS ONLY 3 Z6 Orir �V wo rs� wV Luz mw Jw y� � x W y z O 3 O N SECTION `u O w Oz o2 z o m SHEET 3° 3 .o uo as ad rd oa =' ira .. �v r ru' rd iev CONCEPTUAL DRAWINGS ONLY --=ev t I'. II I II k II I _ II II II II N. _., ........ N N '� N 4 wa p PH obLL . � ... ... .., .. _., .., .. _. .. .... .. ... _. N ncaey�creN N "'+bB'i/4f'." w, Q IW. X � X N z O 3 O O i - i Q O m PARTIAL FLOOR PLAN . tEE 2� 3 .o uo as ad rd oa =' ira .. �v r ru' rd iev --=ev t I'. II I II k II I _ II II II II N. _., ........ N N '� N 4 V p . � ... ... .., .. _., .., .. _. .. .... .. ... _. 7- ° r --II ' ,t 1 1 1 1� NORi// .,., ° GI DEVELOPER Autobahn MotorPlen, LLC -' Attn: Bruno Sllikowskl 3575 ZIroon Lena North Plymouth, MN 55445 y� Ph 512-550.8398 LOCATION MAP .�0.. .. . . . . . . . . . . .- i�.1 .r f. '">'`� . . . . . . . . . . • �.e...° J . . . . . . . . .i `s-� . . . . . . . . . . . . . . . . . . . . e . . . . . . . . . .% ``it � 1 2 t5° ' t Si 0 50 so � 9 SPS �J G� P� a CRY OFCHANHASSM L. 4 '\ JUN 5,000 b ' iul L i M 1 CTIOra �rvISION \ I I 1 uu� r --II ' 1 1 1 1� NORi// .,., GAP DEVELOPER Autobahn MotorPlen, LLC -' Attn: Bruno Sllikowskl 3575 ZIroon Lena North Plymouth, MN 55445 ,r Ph 512-550.8398 LOCATION MAP IOP - INDUSTRIAL OFFICE PARK DISTRICT PLAN SET - SP - SITE PLAN UTLI - UTILITY PLAN OP -GRADING, DRAINAGE, 6 EROSION CONTROL PLAN F 0j. O z 0 z 02� x aam 0 Q U RW. u SPnew. SP ., . FINAL GRADE AS -BUILT FOR; CHARLES CUDD DENOVO, LLC ADDRESS: 8831 AND 8839 LAKE RILEY DR. Cf-IANHASSEN, MN ( IN FPN-, I' ) I inch - 620 ft.. EXISTING HOUSE TOP or Pi-ocK.9m3 q II a -. :.914.7 906.0 9,3,4 vD N88°48'0011E ;:905.2 9N DRAIN `: Y_ E8913.3- ''914.1 13.3 103.83 S 904.2 -'�v�iiasn i oJot,,i.Nsi.a0 l5., ., , Dti-nuJo .:90M1.9 _904WoW3 9056 .T 1:905.0 5.5 53.17 CD ce 3.0 91 0 9 4'4z4 C) 14D 912Br10.06 j 905.4 p jjI y9sII1I� p 00 Soo 500 S88'48'00"W LU rr[91.103.83 1.5 905.8 9n4G W912.6 TC 4 9.67 z ----- 48.2- t 92.5 O7 2.501 ->" 905.0 51.50 --- -45.0 4.4 905.5 2913.8 72.75 904.0 913.4 t L- --- 912.4 p �7p p103.83 903.9 90.39 .-. ; :913.3 i 88048'1- 0"E _ ,f - m ^ D'.� m YARD ORAIrI C 904.9 + -m 913.5 905.0 - -_---I�'- EXISMIG HOUSE is TOP OF 13LOCK-914.4 �r NOTES - FIELD SURVEY CONDUCTED ON AUGUST 31ST, 2010. - BEARING'S SHOWN ARE ON ASSUMED DATUM. - CONTRACTOR TO VERIFY HOUSE DIMENSIONS, AND SEWER AND BASEMENT DEPTHS. - FINISHED GRADE 10 FEET FROM PROPOSED BUILDING SHALL BE 0.5 FEET LOWER THAN THE FINISHED GRADE AT THE BUILDING. - FINISHED GRADE ELEVATIONS ARE TO FINISHED SURFACE WITH TURF ESTABLISHMENT. N 9056 simil NORTH AREA CALCULATIONS TOTAL LOT = 8,930 sq. ft. Existing Building = 4,849 Sq. Ft Existing Driveways = 251 Sq. Ft, Existing Patios = 270 Sq. Ft. Existing Porches = 269 Sq. Ft. Existing Sidewalk = 98 Sq. Ft. Coverage = 64.2% Sq. Ft. LEGAL DESCRIPTION Lots 1 & 2, Block 8, LAKESIDE SECOND ADDITION, Carver County, Minnesota. ,1013#10060CAB I hereby certify that this plan, survey or report was prepared by me or under my direct supervision and that I am a duly Licensed Land Surveyor under the lows of the State of Minnesota. P�l CRE LAND SURVEYINHam Lfi* MN 55 Revised: 9-3-10 763-21-62789-1-10 js.acreland"rv"gmail.com JO HUA P. SCHNEIDER Date; Reg. No. 44655 pa CI\Land Projects 2008\10060hs-Lakeside\dw9\100609ab.dw9 9/3/2010 3130,47 PM CDT OO DENOTES SANITARY SEWER MANHOLE EXISTING ELEaA'I'IONS - - ❑ DENOTES CATCH BASIN GARAGE FLOOR = 914.502 DENOTES PROPOSED ELEVATION. TOP OF BLOCK = 914.9 x1011.2 DENOTES EXISTING ELEVATION. LOWEST FLOOR = 906.2 DENOTES DIRECTION OF DRAINAGE. a DENOTES METAL SPIKE LEGAL DESCRIPTION Lots 1 & 2, Block 8, LAKESIDE SECOND ADDITION, Carver County, Minnesota. ,1013#10060CAB I hereby certify that this plan, survey or report was prepared by me or under my direct supervision and that I am a duly Licensed Land Surveyor under the lows of the State of Minnesota. P�l CRE LAND SURVEYINHam Lfi* MN 55 Revised: 9-3-10 763-21-62789-1-10 js.acreland"rv"gmail.com JO HUA P. SCHNEIDER Date; Reg. No. 44655 pa CI\Land Projects 2008\10060hs-Lakeside\dw9\100609ab.dw9 9/3/2010 3130,47 PM CDT d 4 Thomas J. C.amphcl Roger N. Knutson Thomas M. Scott Elliott B. Knetsch Joel J.Jamnik Andrea McDowell Pochler Soren Ni. Mattick John F. Kelly FlcnrsA. Schaeflir. ill Alina Schwartz Samuel J. Edmunds Marguerite M. McCarp 1380 Corporate Ceti Lc: t -'a r.c Suite 317 • Eagan, h1N 55121 651-452-5:N Fax 651-452-5550 www.ek-la%.com CAMPBELL KNUTSON Profcssional Association May 16, 2012 Carver County District Court Attention: Court Administrator Carver County Justice Center 604 East Fourth Street Chaska, MN 55318 Re: City of Chanhassen v. Autobahn Motorplez LLC Court File No.: 10 -CR -12-449 Dear Administrator: Enclosed for filing please find a Dismissal of Citation in the above -referenced matter. If you have any questions, please contact our office. Thank you. Very truly yours, CAMPBELL KNUTSON Professional Association Samuel J. Edmunds SJE/jmo Enclosure 4Qe: CSO M. Jackson (#763) Ih1_,- STATE OF MINNESOTA COUNTY OF CARVER State of Minnesota, (City of Chanhassen), '= vs. Autobahn Motorplex, LLC, Defendant. DISTRICT COURT FIRST JUDICIAL DISTRICT CRIMINAL DIVISION Court Fyle No.: 10 -CR -12-449 DISMISSAL OF CITATION BY PROSECUTING ATTORNEY PURSUANT TO RULE 30.01 The Prosecuting Attorney hereby dismisses citation #10010000455 in the above-named case for the following reasons: At the discretion of the prosecutor. Dated: May 1S 2012. CAMPBELL KNUTSON Professional Association By Samuel J. Edmunds, #387359 Chanhassen Assistant City Attorney 317 Eagandale Office Center 1380 Corporate Center Curve Eagan, Minnesota 55121 Telephone: (651) 452-5000 164387 I i _ � I ' • I a -Iri�i / s -I • Generous, Bob From: Andrea McDowell Poehler [apoehler@ck-law.com] Sent: Wednesday, September 24, 2008 5:10 PM To: Generous, Bob Cc: Knutson, Roger Subject: Auto MotorPlex CIC Follow Up Flag: Follow up Flag Status: Completed Bob: Roger asked me to respond to you concerning the questions raised in Catherine Sjoberg's email to you BACKGROUND Please note that the Minnesota Common Interest Community Act is a complicated statute and that real estate attorneys, developers and cities are still trying to figure out how it works with existing regulations. It is a bit of a mess at this point. At the outset, it is important to note that the CIC plat is not exempt from the City's subdivision ordinances, except to the extent that they impose a requirement upon the CIC community that it would not impose upon a physically similar development under a different form of ownership. I think the most similar example would be a group of rental buildings on the same lot owned by the same owner. The underlying concept is that the municipality has a legitimate interest in regulating the use of real estate, in accordance with long established zoning, building code and similar practices, and that such practices continue to have equal applicability to CICs as they do to purely rental projects or other types of single ownership projects. However, the municipality may not regulate the form of ownership as opposed to the use of the real estate. A few examples of discriminatory regulations are as follows: EXAMPLE: A municipality could not prevent a condominium conversion by applying setback requirements between buildings which would not apply if all of the buildings were owned by a single owner as a rental project. EXAMPLE: A municipality could not require a greater parking ratio for a CIC than for rental apartments located in the same or a similar building. A few examples of regulations that would not be considered discriminatory: EXAMPLE: A municipality could enforce an ordinance applicable to lakeshore property which requires that, upon the sale of the property or the construction of any additions to buildings located on the property, the septic system serving the property be upgraded to current standards. EXAMPLE: A municipality could enforce a zoning ordinance to prevent the formation of a CIC if the land is not properly zoned for the use contemplated by the CIC. EXAMPLE: A municipality could enforce an ordinance prohibiting the recording of a CIC plat against a portion of a parcel of real estate if the recording would constitute a subdivision of the parcel under the municipal subdivision ordinances. AUTO MOTORPLEX ISSUES: Catherine Sjoberg raised the following questions and here are my suggested responses 1. Unit Parcel D is brought into the CIC, we have an issue with the City of Chanhassen regarding the building setbacks on the west side of Parcel D. Conceptually, once Parcel D is added to the CIC by a Supplemental Declaration, there will be no lot line between Parcels D and F and our setback issue goes away. Please confirm this with Planning Staff. In order to add additional real estate to a CIC, supplemental declarations are filed and a supplemental CIC plat is filed, which will effectively replat the lots D and F as one parcel with numerous buildings located within the parcel. If this is the case, it is effectively a "lot combination" and they are correct that their lot line setback issue would go away. The City should make any approvals conditioned upon the "lot combination" via the recording of the amended CIC Plat and Supplemental Declarations. For example, no building permit should be issued for the building at issue, until the supplemental CIC plat is filed deleting the lot line. 2. lam also getting mixed signals from the City as to whether we must do an administrative subdivide prior to bringing a portion of the Additional Real Estate in to the CIC by a Supplemental Declaration. Please Clarify. See response above. Again, this would not be considered a subdivision under the City's ordinance, but would be more like a "lot combination." Thus, an administrative subdivision is not appropriate. This is no different than if this was a group of apartment buildings where the owner wanted to add abutting property and construct additional apartment buildings to a larger complex. 3. The other issue we have is with the attached proposed ordinance. See section 20-57 of the City Code attached. We would like to add some qualifying language that acknowledges that if the City has otherwise agreed to the subdivision of the property (as in my client's case); the property may be subdivided without causing the termination of the CUP. The language reads as follows: "it is a condition of every conditional use permit that the property for which the permit is issued not be subdivided or the lot lines of the property altered" This language would ultimately require a property owner intending to subdivide or combine parcels to obtain an amendment to an existing CUP or Variance to address the change in lot lines and provides the City with the necessary review of the impact of the lot line alteration on the originally issued CUP or variance. Thus, it is not too restrictive. Please call me if you would like to discuss in greater detail. Andrea Andrea McDowell Poehler CAMPBELL KNUTSON, P.A. Suite 317 Eagandale Office Center 1380 Corporate Center Curve Eagan, MN 55121 (651) 234-6224 apoehlerack-law.com Print -Land of 10,000 Stories: Twin Cities man creates a country club for cars I karel l.com Page 1 of 2 1'4 P4'a- Land of 10,000 Stories: Twin Cities man creates a country club for cars 10:48 AM, May 25, 2011 CHANHASSEN, Minn. -- Great ideas can come from the smallest of notions. Bruno Silikowski's light -bulb moment arrived when he pulled in his driveway and found one of his kids using his Porsche as a bicycle kickstand. "And I said 'that is it; we've got to do something."' Over the past three years that something has blossomed into not only a thriving business, but a real community -- of cars and their owners. "The entire campus -- it's a forty acre campus -- it's designed to look like an old European village," says Silikowski during a golf cart tour of the property. Silikowski's "village" is currently made up of 120 garages housing a Beverly Hills assortment of Bentleys, Ferraris and classic muscle cars. "I'm an ex -corporate guy myself, and I'd been thinking about this because I couldn't find anything like it," he said. AutoMotorPlex is in essence a condominium complex for cars. Owners buy their garages but share a wall with their neighbors. Prices start at $40,000 for a small single stall, on up to $500,000. All of them start out bare bones, but most don't stay that way for long. Many owners install lofts with entertainment centers and fancy bathrooms. "We just call it the garage, or the condo," explained Bob Krowech who purchased a garage in the complex with his wife Kris to house their Studebaker and vintage Chevy pickup. Duane Saunders purchased space for a much larger collection after he retired and sold his business. "I've always had a passion for cars and this is an ideal place for me," he said. "My son actually got married here, and my granddaughter had her high school party here." The community aspect of his storage facility has succeeded beyond anything Silikowski could have hoped for. "My wife and I call it our summer cabin," said Steve Flaten, an architect from Burnsville. "We sort of come out here and instead of fighting traffic through Rogers on a Friday afternoon, we're here in 20 minutes and we can spend the weekend." While Flaten tinkers with his classic Mustang and his Cobra replica, his nephew can play video games, while his wife goes to the loft to quilt. Some guys grow up with a country club membership as the ultimate symbol of status, AutoMotorPlex offers the same opportunities for motorheads. "We're not into selling space, we're selling experience," says Silikowski. "It's a place to enjoy your passion. That's our tagline and it really seems to work." SCANNED httn://www.karel l .com/nrint.asnx?storvid=923RRR 5/25/2011 Print 'Land of 10,000 Stories: Twin Cities man creates a country club for cars I karel l.com Page 2 of 2 Twice a month Silikowski opens his gates to the public for car shows. It's his best advertising. He says his existing units are 97 percent sold. Silikowski has land for up to 240 garages. He'll break more ground for another building in June. "It's really a cool Man Cave; there are no two ways about it," said Bob Mortenson, who has taken his garage beyond anything Silikowski ever imagined. "It's all Brazilian cherry," he says of the woodwork. "We have a fireplace, big screen TV." Mortenson's latest addition will honor St. Paul's iconic Porky's drive in. "There will be Porky Pig that will be five -feet high and ten -feet tall in three -color neon." Silikowski is already planning a second location in the metro, as well as eying up land in other cities. "It's a perfect example of a subculture of people," he reasons. Mitch Stover was just looking for storage for his collector cars when he discovered AutoMotorPlex. Instead Stover and his wife now do most of their entertaining in their garage. "If somebody spills a glass of wine there's in -floor drain. I wipe it off," he laughs. The spills and the spoils. Part caviar - part motor oil. httn://www.karel l .com/nrint.acnx9storvid=923RR8 5/25/2011 Jul ! us12000 Se tamber2 S M T W T F S S M T W T F S M T W T F 1 1 2 3 4 5 1 2 2.3 .4_5.5...1_.8 6.7 8...0...1011 12 9..4_5 6 7_.6-9 9 10 11 12 13 14 15 18 14 15 1fi 1719 19 10.11.12 13 1415 16 16 17 18.19 202122 212223 2425 26 17.18.19 20 21 22 23 2a 24 25 26 V M 29 2i 2fi 29 30 31- - � - 24'25 26 27 29 29 30 30 31 ..._. ................. .......__. __... jo Securities Start Due 5 P Category Descroon 7/15/10 7/15/10 0 Cash Escrow Autobahn Motorplex Site Plan Agreement 06-34 Planning Case 2006-34 $5,000 (Boulevard Restoration, Erosion Control, & Site Restoration) Check No. 5058 from Bruno Silikowski of Mutual Investments, LLC Receipt No. 0039610 Notify Bob Generous 9!1/07 - Per Bob hold escrow for another year. Check status 9/1/08. Kim 9/4/08 -Bob, status? Kim 9/5/08 - Per Bob, check status 9/1/09. 9/2/09 - Notified Bob/Jill. Kim 9/8/09 - Per Bob, pmject incomplete. Check status 9/1/10. Kim 9/16/09 - Per Jill, check status 7/15/10. Kim 7/15/10 -Notified Jill/Bob. Kim 9/28/10 - Per Jill, ok to release escrow. Notified Finance on 9/29/10 to issue check. Activity closed. Kim OY010 Law nwAoplrMCsp. WMIOM3A) M S=SWa P=Pinny Pagel SCANNED 0 Meuwissen, Kim From: Meuwissen, Kim Sent: Friday, January 07, 2011 11:16 AM To: 'Bruno Silikowski(bsilikowski@automotorplex.com)' Cc: Generous, Bob; Miller, Bethany Subject: FW: Autobahn Motorplex Cash Escrow Refund Contacts: Bruno Silikowski Bruno, 0 The City of Chanhassen is waiting to release to you a cash escrow in the amount of $5,000 pending receipt of legal documentation that Mutual Investments, LLC is no longer in business (see below). Please provide the documentation at your earliest convenience so that the escrow can be returned to you. If you have any questions, please feel free to contact me. Thank you. KIM MEUWISSEN *CITY OF CHANHASSEN PLANNING SECREI-ARY 952-227-1107 MAIL_TO: KMEUWISSEN@Cl. CHANHASSEN. MN. US ©Find us on Facebook From: Meuwissen, Kim Sent: Wednesday, September 29, 2010 4:01 PM To: 'Bruno Silikowski(bsilikowski(c�automotorolex.com)' Cc: Miller, Bethany; Generous, Bob Subject: Autobahn Motorplex Cash Escrow Refund Bruno, Per our telephone conversation today, could you please provide legal documentation that Mutual Investments, LLC is no longer in business and that the $5,000 escrow refund check should be issued in your name? Once I receive this documentation, I will notify our Finance Department and they will issue the refund check. Thanks for your help! KIM MEUWISSEN *CITY OF CHANHASSEN PLANNING SECRETARY 952-227-1107 "AILTO:KA4EUPVISSENPCI.CHANHASSEN..MN. US 91 Find us on Facebook 0 Meuwissen, Kim From: Meuwissen, Kim Sent: Wednesday, September 29, 2010 4:01 PM To: 'Bruno Silikowski(bsilikowski@automotorplex.com)' Cc: Miller, Bethany; Generous, Bob Subject: Autobahn Motorplex Cash Escrow Refund Contacts: Bruno Silikowski Bruno, E Per our telephone conversation today, could you please provide legal documentation that Mutual Investments, LLC is no longer in business and that the $5,000 escrow refund check should be issued in your name? Once I receive this documentation, I will notify our Finance Department and they will issue the refund check. Thanks for your help! Kim MEUWISSEN *CITY OF CHANHASSEN PLANNING SECRETARY 952-227-1107 MAI L70: KMEU"'ISSEN@CI.CHANHASSEN-MN. US ©Find us on Facebook 1 RECEIPT 4tITYOF 7700 MARKET BLVD. • P.Of 147 WHASSENPHONE: (952) 227-1 50017 / RECEIVEDOF i,lIU& /���_7 �I 1 SDATE No. 79192 *�.v 0 Meuwissen, Kim From: Bruno Silikowski [bsilikowski@automotorplex.com] Sent: Wednesday, January 12, 2011 11:21 AM To: Meuwissen, Kim Cc: Generous, Bob; Miller, Bethany Subject: RE: Autobahn Motorplex Cash Escrow Refund Attachments: Assigning MI LLC interestes to BI LLC.pdf Kim, please see attached document that shows Mutual Investments assigned its interests to Buckeye investments which is a 50% owner of AMP LLC. Let me know if there is anything furthur that you need. Bruno Bruno Silikowski Auto MotorPlex Minneapolis Phone: 612-850-8398 Campus address: 8200 Audubon Rd Mailing address: 1750 Motorplex Court, Unit 1 Chanhassen. MN 55317 bsilikowski@automotorolex.com Visitus at From: Meuwissen, Kim rmailto:kmeuwissen@ci.chanhassen.mn.us Sent: Friday, January 07, 2011 11:16 AM To: 'Bruno Silikowski(bsilikowski(alautomotorplex.com)' Cc: Generous, Bob; Miller, Bethany Subject: FW: Autobahn Motorplex Cash Escrow Refund Bruno, The City of Chanhassen is waiting to release to you a cash escrow in the amount of $5,000 pending receipt of legal documentation that Mutual Investments, LLC is no longer in business (see below). Please provide the documentation at your earliest convenience so that the escrow can be returned to you. If you have any questions, please feel free to contact me. Thank you. KIM MEUWISSEN *Cl1 ! OF CHANHASSEN PLANNING SECRETARY 952-227-1107 MAIL TO: KMFLr:44SSF--%PCI. CHANHASSEN.MN. US InFind us on Facebook From: Meuwissen, Kim Sent: Wednesday, September 29, 2010 4:01 PM To: 'Bruno Silikowski(bsilikowski(aautomotorplex.com)' CC: Miller, Bethany; Generous, Bob • • Subject: Autobahn Motorplex Cash Escrow Refund Bruno, Per our telephone conversation today, could you please provide legal documentation that Mutual Investments, LLC is no longer in business and that the $5,000 escrow refund check should be issued in your name? Once I receive this documentation, I will notify our Finance Department and they will issue the refund check. Thanks for your help! KIM MEUWISSEN CITY OF CHANHASSEN PLANNING SECRETARY 952-227-1107 WAW TO.'KlVEUW7SSEN(aCI. CHANHASSEN. MN. US � 3 ASSIGNMENT OF MEMBERSHIP INTEREST x. TIES ASSIGNMENT is made as of this % day ofJr--V'V 7(t)2 by Mutual Investments LLC a Minnesota company ("Assignor"), in favor of BuckeMVInvestments, LLC, a Minnesota company ("Assignee"), with the consent and agreement of the other members of Autobahn Motorplex LLC. ("Company"): W 81UM164041" For value received, Assignor does hereby assign, transfer, convey set over, and deliver unto Assignee all right, title, and interest of Assignor in and to its fifty percent (501/o) Membership Interest in the Company. Assignee hereby assumes and agrees to pay and perform all obligations arising on or after the date hereof under the First Revised Operating Agreement of the Company (the "Operating Agreement") with respect to the Membership Interest transferred herein, and agrees to be bound by the Operating Agreement. The other Members of the Company are express third party beneficiaries of this assumption. Assignee shall provide that Bruno Silikowski shall remain the controlling member of Buckeye Investments, LLC during the term of its investment in Autobahn Motorplex, LLC. The terms and conditions contained herein and the powers granted hereby shall inure to the benefit of, and bind all parties hereto and their respective heirs, successors and assigns. ASSIGNOR: Mutual Investments, LLC. ASSIGNEE: Buckeye Investments, LLC. A Minnesota company a Minnesota company By: By: « L Title: &'Wl / /l+ l A% 6 -Fie_ Title: CONSENT AND AGREEMENT OF OTHER AUTOBAHN MOTORPLEX, LLC MEMBERS: By: Sc Neal ASSIGNMI3N7 01: LEASG AORI°.ISM [N I PAGI I CITY OF' CHANK P O BOX 147 E a 103 CHANHASSEN MN 55317 qly �p 04/10/2007 2:47 PM ,p(1���wJ C•\ �d� Receipt No. 0039610 AN CLERK: betty ^ p � �0��1�11'„/ PAYEE: Mutual Investments LLC Security Escrow 2006-34 E ------------------------------------------------------- Security Escrow 5,000.00 Total Cash Check 5058 Change 5,000.00 0.00 5,000.00 0.00 12_`7 //C) _ UK _,,eD re lei-�e- e-nAirc- esc-row Generous, Bob To: Bruno Silikowski Subject: Auto Motorplex Bruno: I talked with both Kate and Todd regarding the hill climbing demonstration you suggested. They agreement with my assessment. That use is not permitted in the Industrial Office Park District and goes beyond the approvals granted for your site. The closest classification I could come for that was similar to a race track, which is not permitted in the City. In approving the development, the proposed use was specified as follows: "The proposed hours of general operation of the facility is from 7:00 a.m. to 8:00 p.m. daily, which includes access to the clubhouse, communal washing facilities and the assisted car maintenance for owners. The general public will not have access to the site. The owners will have access to their storage units at any time. Car shows or manufacturers' displays, club meetings, e.g. Porsche Club, BMW Club, etc., and corporate meetings would occur occasionally, but be limited to the normal business hours. The intention of the facility is to permit high-end car owners to be able to store, work on and be around other car enthusiasts." Should the manufacturer want to display the vehicle(s) on site, then that would be within the approval. However, a test course, hill climbing area, was not included in the development. The site plan approval was for 11 storage buildings and a museum/clubhouse. Regarding your landscape escrow. I have talked with Jill and she will re -inspect the site to see if the escrow can be returned or reduced. I'll contact you once she tells me. If you have additional questions or I can be of further assistance, please contact me. :e, Robert Generous, AICP Senior Planner City of Chanhassen 7700 Market Boulevard P. 0. Box 147 Chanhassen, MN 55317 (952)227-1131 beenerousCcDci.chanhassen.mn.us Thomas]. Campbcll Roger N. Knutson Thomas M. Scott Elliott B. Knetsch Joel J. Jamnik Andrea McDowell Poehler Soren M. Mattick John F. Kelly Henry A. Schaeffer, 111 Alina Schwartz Samuel J. Edmunds Cynthia R. Kirchoff Marguerite M. McCarron 1380 Corporate Center Curve Suite 317 • Fagan, MN 55121 651452-5000 Fax 651-452-5550 www.ck-law.com CAMPBELL KNUTSON Professional Association Direct Dial: (651) 234-6222 E-mail Address: snelson@ck-law.com April 20, 2009 RECEIVED APR 2 2 2009 Ms. Kim Meuwissen City of Chanhassen CITY OF C4iANHASSEN 7700 Market Boulevard P.O. Box 147 Chanhassen, Minnesota 55317 RE: CH.ANHASSEN— MISC. RECORDED DOCUMENTS ➢ CUP #2006-34A—Autobahn Motorplex Project No. 06-34 (Part of the SE t/4 of Section 25 -116N -23W and Part of the SE t/4 of the NE % of Section 25 -116N -23W — Torrens Certificate No. 33486) Dear Kim: Enclosed for the City's files please find original recorded CUP #2006-34A in connection with the Autobahn Motorplex project which was recorded with the County on January 28, 2009 as Torrens Document No. T169321. SRN:ms Enclosure Regards, CAMPBELL KNUTSON Professional Association san R. Nelson gal sistant ec"M D FA I : Document NO. OFFICE OF THE REGISTRAR T 169321 CARVER COUNTY, MINNESOTA Receipt # 200900000883 Cert. # 34005 Fee: $46.00 -'7y0/`/ Certified Recorded on 1/28/2009 at 10:30 AM ❑ PM 169321 �/ III 11111111111 3'! dW�aroff]Tittlest r-'SROi j, 0 /3�1 1 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA CONDITIONAL USE PERMIT #2006-34A 1. Permit. Subject to the terms and conditions set forth herein and in the previously approved Conditional Use Permit #2006-34, recorded on June 6, 2007 as Torrens Document No. T163177, the City of Chanhassen hereby grants a conditional use permit for the following uses: A. For development within the Bluff Creek Corridor with a Variance to locate the stormwater pond within the Bluff Creek primary zone and to permit the phased development of the project and allow for the incremental expansion or revision of the property line, in conformance with the grading plans prepared by Sathre-Bergquist, Inc., dated 10-19-2006: and B. For multiple buildings (up to 14) on one parcel and to permit the phased development of the project and allow for the incremental expansion or revision of the property line. 2. Property. The permit is for property situated in the City of Chanhassen, Carver County, Minnesota, and legally described as shown on the attached Exhibit A. 3. Conditions. The permit is issued for Autobahn Motorplex — Planning Case #06-34, with the following conditions and the conditions of the previously approved Conditional Use Permit #2006-34, recorded on June 6, 2007 as Ton -ens Document No. T163177: Conditional Use A: a. The Common Interest Community shall include the land within the Bluff Creek Primary zone within the common area of the site. Conditional Use B: a. Should the two building sites along Audubon Road develop with businesses unrelated to the Autobahn Motorplex Common Interest Community, then those sites shall be separated from the balance of the site into separate parcel(s). b. The development shall comply with the approved site plan for the project, plans prepared by Sathre-Bergquist, Inc., dated 10-19-2006. 4. Termination of Permit. The City may revoke the permit following a public hearing for violation of the terms of this permit. 5. Lapse. if within one year of the issuance of this permit the authorized construction has not been substantially completed or the use commenced, this permit shall lapse, unless an extension is granted in accordance with the Chanhassen Zoning Ordinance. 6. Criminal Penalty. Violation of the terms of this conditional use permit is a criminal misdemeanor. Dated: December 08, 2008 CITY OF CHANHASSEN BY: Tgp4urlong, Mayor a/ Thomas A. (SEAL) Gerhardt, City Manager STATE OF MINNESOTA ) ( ss COUNTY OF CARVER ) The foregoing instrument was acknowledged before me this 15%ay of by Thomas A. Furlong, Mayor, and by Todd Gerhardt, City Manager, of the City of Chanhassen, a Minnesota municipal corporation, on behalf of the 7ZI:::: t granted o d by its City Council. tlPY LIC DRAFTED BY: City of Chanhassen KAREN I ENGELHARC P. O. Box 147 t f Notary Public -Minnesota 7700 Market Boulevard 0 My Commission Expires Jan 31, 2010 R Chanhassen, MN 55317 (952)227-1100 2 EXHIBIT A Legal Description Those parts of the following described land: That part of the Southeast Quarter of Section 15, Township 116 North, Range 23 West of the 5th Principal Meridian described as: Beginning at the northeast corner of said Southeast Quarter; thence on an assumed bearing of North 89 degrees 00 minutes 25 seconds West along the north line of said Southeast Quarter a distance of 2614.22 feet to the northwest corner of said Southeast Quarter; thence South 0 degrees 59 minutes 45 seconds East along the west line of said Southeast Quarter a distance of 1766.11 feet; thence North 56 degrees 57 minutes 24 seconds East a distance of 669.01 feet; thence South 33 degrees 02 minutes 36 seconds East a distance of 39.63 feet; thence northeasterly along a non-tangential curve concave to the northwest having a radius of 1859.86 feet; a chord bearing of North 49 degrees 43 minutes 26 seconds East a distance of 394.93 feet; thence North 56 degrees 57 minutes 24 seconds East, not tangent to last described curve a distance of 323.97 feet; thence South 35 degrees 03 minutes 24 seconds West a distance of 22.98 feet; thence southwesterly 120.34 feet along a tangential curve to the right having a radius of 1959.86 feet; thence North 56 degrees 57 minutes 24 seconds East not tangent to last described curve a distance of 1319.26 feet; thence North 33 degrees 02 minutes 36 seconds West a distance of 12.50 feet; thence North 56 degrees 57 minutes 24 seconds East a distance of 495.70 feet to the east line of said Section 15; thence North 1 degree 15 minutes 22 seconds West a distance of 72.51 feet along the east line of said Section 15 to the point of beginning, according to the Government Survey thereof. Subject to easement for County State Aid Highway No.17. EXCEPT which lies westerly of Bluff Creek, the centerline of said creek described as follows: Commencing at the northwest corner of the Southeast Quarter of Section 15, Township 116 North, Range 23 West of the 5th Principal Meridian; thence on an assumed bearing of South 89 degrees 00 minutes 25 seconds East, along the north line of said Southeast Quarter, a distance of 718.45 feet to the point of beginning of the centerline to be described; thence South 03 degrees 14 minutes 54 seconds West, a distance of 12.34 feet; thence South 12 degrees 17 minutes 21 seconds East, a distance of 18.26 feet; thence South 86 degrees 42 minutes 32 seconds East, a distance of 66.41 feet; thence South 0 degrees 11 minutes 36 seconds East, a distance of 10.09 feet; thence South 26 degrees 53 minutes 49 seconds East, a distance of 11.25 feet; thence South 04 degrees 40 minutes 40 seconds East, a distance of 71.53 feet; thence South 08 degrees 34 minutes 33 seconds West, a distance of 513.32 feet; thence South 01 degrees 27 minutes 58 seconds East, a distance of 148.78 feet; thence South 08 degrees 14 minutes 13 seconds West, a distance of 114.78 feet; thence South 30 degrees 49 minutes 36 seconds West, a distance of 256.50 feet; thence South 30 degrees 12 minutes 30 seconds West, a distance of 95.70 feet; thence South 22 degrees 09 minutes 40 seconds East, a distance of 29.71 feet; thence South 10 degrees 54 minutes 04 seconds West, a distance of 55.44 feet; thence South 14 degrees 39 minutes 10 seconds East, a distance of 15.14 feet; thence South 22 degrees 30 minutes 14 seconds West, a distance of 33.54 feet; thence South 08 degrees 36 minutes 50 seconds West, a distance of 40.11 feet; thence South 10 degrees 58 minutes 44 seconds West, a distance of 16.30 feet; thence South 15 degrees 39 minutes 39 seconds East, a distance of 16.38 3 feet; thence South 06 degrees 00 minutes 17 seconds East, a distance of 33.74 feet; thence South 33 degrees 58 minutes 55 seconds East a distance of 3.27 feet to a point on the northerly line of the Milwaukee, St. Paul and Pacific Railroad, said point distance 586.57 feet Northeasterly of the southwest corner of the above described property, as measured along said northerly R/R line, and said line there terminating. That part of the Southeast Quarter of the Northeast Quarter of Section 15, Township 116 North, Range 23 West of the 5th Principal Meridian described as: Beginning at the southeast corner of said Southeast Quarter of the Northeast Quarter; thence on an assumed bearing of North 89 degrees 00 minutes 25 seconds West along the south line of said Southeast Quarter of the Northeast Quarter a distance of 747.57 feet; thence North 35 degrees 03 minutes 24 seconds East a distance of 1.50 feet; thence northeasterly 1042.48 feet along a tangential curve to the right having a radius of 2814.79 feet to the east line of said Southeast Quarter of the Northeast Quarter; thence South 0 degrees 24 minutes 06 seconds East along the east line of said Southeast Quarter of the Northeast Quarter a distance of 738.57 feet to the point of beginning, according to Government Survey thereof. Subject to easement for County State Aid Highway No. 17. Except that part described as follows: Commencing at the East Quarter corner of said Section 15; thence South 00 degrees 44 minutes 16 seconds East, assumed bearing along the east line of said Southeast Quarter of Section 15, a distance of 71.55 feet to the southerly boundary of the above described land and the Northerly line of the Milwaukee, St. Paul and Pacific Railroad; thence South 56 degrees 57 minutes 24 seconds West, along the southerly boundary of the above described land and the Northerly line of the Milwaukee, St. Paul and Pacific Railroad, 409.42 feet to the point of beginning of the land to be described; thence continuing along the southerly boundary of the above described land and the Northerly line of the Milwaukee, St. Paul and Pacific Railroad, South 56 degrees 57 minutes 24 seconds West, 87.11 feet; thence continuing along the southerly boundary of the above described land and the Northerly line of the Milwaukee, St. Paul and Pacific Railroad, South 33 degrees 02 minutes 36 seconds East, 12.50 feet; thence continuing along the southerly boundary of the above described land and the Northerly line of the Milwaukee, St. Paul and Pacific Railroad, South 56 degrees 57 minutes 24 seconds West, 599.76 feet; thence North 33 degrees 26 minutes 11 seconds West, 321.63 feet; thence North 80 degrees 28 minutes East, 278.78 feet; thence North 56 degrees 52 minutes 50 seconds East, 127.97 feet; thence North 33 degrees 07 minutes 10 seconds West, 18.00 feet; thence North 56 degrees 52 minutes 50 seconds East, 54.74 feet; thence North 33 degrees 33 minutes 56 seconds West, 226.92 feet; thence North 38 degrees 47 minutes 48 seconds East, 261.06 feet; thence South 33 degrees 33 minutes 56 seconds East, 524.43 feet to the point of beginning. '0 w Caul This map is neither a legally recorded map our a sur my 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 reaudng evading measurement of distance or direction or precision in the depiction of geographic features d errors or discrepancies are found please contact 952-227,1107 The preceding disclaimer is provided commot to Minnesota Statutes §466,03, Succi 21 (2000). and the user of this map acknowledges that the City shalt not be liable for any damages. and evpressly waives all claims, and agrees to defend ncemoity. and hdtl harmless the Cay from any and all claims Drought by User, iN employees or agents, or third ptiiygt- ,grisp ayseri>tu�^Tir use of If ye -MAX CITY OF CHANHASSEN 7700 Market Boulevard P.O. Box 147 Chanhassen, Minnesota 55317 www.ci.chanhassen.mn.us 0(a-3� 049J62036654 $ 00.420 11/06!2008 Mailetl From 55317 US POSTAGE I,LLJtLtrIL,L,I,I,t6tIlJtttLLLttII,I,IttLl,„tll,l SCA1414LU afr , Q- f WS HOLDINGS LLC 76TH ST W #2000 EDEN PRAIRIE, MN 55344 •3753 65 I,LLJtLtrIL,L,I,I,t6tIlJtttLLLttII,I,IttLl,„tll,l SCA1414LU Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, November 18, 2008 at 7:00 p.m. This hearing may not start until later in the evening,depending on the order of the agenda. Location: City Hall Council Chambers, 7700 Market Blvd. Request for Amendment to the Conditional Use Permits for development within the Bluff Creek Corridor and for multiple buildings Proposal: (up to 14) on one parcel to permit the phased development of the project and allow for the incremental expansion or revision of the roe line: AUTOBAHN MOTORPLEX — Planning Case 06-34. Applicant: Bruno J. Silikowski Property West side of Audubon Road north of Twin Cities & Western Railroad 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 What Happens heanng through the following steps: at the Meeting: 1. Staff will give an overview of the proposed project. 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. . Public hearing is closed and the Commission discusses the project. If you want to see the plans before the meeting, please visit the City's projects web page at: l www.ci.chanhassen.mn.us/sery/plan/06-34A.htmi. If you wish to talk to someone about this project, please contact Bob Generous by Questions & email at boenerous@ci.chanhassen.mn.us or by phone at 952 -227 - Comments: 1131. If you choose to submit written comments, it is helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this item will be available online on the project web site listed above the Thursday prior tothe Planning Commission meeting. City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Wetland Alterations, Rezonings, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within 500 feet of the subject site to be notified of the application in writing. Any interested party is invited to attend the meeting. • Staff prepares a report on the subject application that includes all pertinent information and a recommendation. These reports are available by request. At the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation. The item will be opened for the public to speak about the proposal as apart 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 fake a simple majority vote of the City Council except rezonings and land use amendments from residential to commerciaUndustrial. • 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 spokespemon/reprewntaWe :s encouraged to provide a contact for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff is also available to review the project with any interested person(s). • Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondence regarding the application will be included in the report to the City Council. If you wish to have something to be included in the report, please contact the Planning Staff person named on the notification. This map is neither a legally recorded map nor a survey and is not intended to be used as one. This map is a compllatipn of records, information and data located in various city, county, state and federal offices and other sources regarding Me area shown, and is to be used for reference purposes only. The City does not warrant that the Geographic Inlormetion 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, traclting or any other purpose requiring exacting measurement of distance or direction or precision in the depiction of geographic features. If errors or discrepancies are found please contact 952-227-1107. The preceding disclaimer is provided pursuant to Minnesota Statutes §666.03. Subd. 21 (2000), and the user at this map acknowtedges that the City shall not be liable for any damages, and expressly waives all clans, and agrees to defend, indemnify, and hold harmless the Cit from n end all claims brought by User, its employees or agents, or third pl r46& 9Agj: use of J�c HIGHLAND DEVELOPMENT LLC 2060 MAJESTIC WAY CHANHASSEN, MN 55317-9352 ldd,ilrini ll nn litni tttl nn linin ni.11 tut trill SCANNED o(0 -3q 049,62036654 o $ 00.420 a +_ � 11/06/2006 CITY OF Mailed From 55317 CHANHASSEN US POSTAGE 7700 Market Boulevard lE 8.93 OC 1 00 11/07/00 RETURN TO SENDER VACANT UNABLE TO FORWARD 10001267099 *0670-03319-06-42 J�c HIGHLAND DEVELOPMENT LLC 2060 MAJESTIC WAY CHANHASSEN, MN 55317-9352 ldd,ilrini ll nn litni tttl nn linin ni.11 tut trill SCANNED fleeting Tuesday, November 18, 2008 at 7:00 p.m. This hearing may not Date & Time: start until later in the evening, depending on the order of the agenda. Location: City Hall Council Chambers, 7700 Market Blvd. Request for Amendment to the Conditional Use Permits for development within the Bluff Creek Corridor and for multiple buildings Proposal: (up to 14) on one parcel to permit the phased development of the project and allow for the incremental expansion or revision of the roe line: AUTOBAHN MOTORPLEX — Planning Case 06-34. Applicant: Bruno J. Silikowski Property West side of Audubon Road north of Twin Cities & Western Railroad 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 following What Happens the Meeting: hearing through the steps: 1. Staff will give an overview of the proposed project. at 2. The applicant will present plans on the project. 3. Comments from the are received public. 4. Public hearing is closed and the Commission discusses the project. If you want to see the plans before the meeting, please visit the City's projects web page at: www.ci.chanhassen.mn.us/serv/plan/06-34A.htmi. If you wish to talk to someone about this project, pleasecontact Bob Generous by Questions & email at bpenerousDci.chanhassen.mn.us or by phone at 952 -227 - Comments: 1131. If you choose to submit written comments, it is helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this item will be available online on the project web site listed above the Thursday prior to the Planning Commission meeting. City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Wetland Alterations, Rezonings, Compriahensive Plan Amendments and Code Amendments require a public hearing before the Planning Commisslon. City ordinances require all property within 500 feet of the subject site to be notified of the application in Any interested is invited to the meeting. writing. party attend • 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 recommentlation. 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 City Council except rezonings and land use amendments from residential to commerciaVmdustrial. • 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 Demon 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/representahve is encouraged to provide a contact for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff is also available to review the project with any interested person(s). • Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondence regarding the application will be included in the report to the City Council. If you wish to have omethin to be included in the report, please contact the Planning Stall person named on the notification. something ()(0-3q City Council Meeting - December 8, 2008 Councilwoman Ernst: I make the motion that we approve the request of JDK Liquors Incorporated for an off -sale intoxicating liquor license for MGM Liquor Warehouse at 7856 Market Boulevard. Mayor Furlong: Thank you. Is there a second? Councilman Litsey: Second. Mayor Furlong: Motion's been made and seconded. Any discussion? Councilwoman Ernst moved, Councilman Litsey seconded that the City Council approve the request of JDK Liquors Incorporated for an off -sale intoxicating liquor license for MGM Liquor Warehouse at 7856 Market Boulevard. All voted in favor and the motion carried unanimously with a vote of 5 to 0. AUTOBAHN MOTORPLEX, APPLICANT, BRUNO J. SILIKOWSKI: APPROVE AMENDMENT TO CONDITIONAL USE PERMITS FOR DEVELOPMENT WITHIN THE BLUFF CREEK CORRIDOR AND FOR MULTIPLE BUILDINGS (UP TO 14) ON ONE PARCEL TO PERMIT THE PHASED DEVELOPMENT OF THE PROJECT AND ALLOW FOR THE INCREMENTAL EXPANSION OR REVISION OF THE PROPERTY LINE: LOCATED ON THE WEST SIDE OF AUDUBON ROAD NORTH OF THE TWIN CITIES AND WESTERN RAILROAD. Kate Aanenson: Again just for your information, the site did receive approval in 2006. The property is located on Audubon Road, just north of the railroad tracks, south of General Mills. The reason this is before you tonight is to provide another means of conveyance of property. When this notice went out to the residents there was concerns that additional units were being put on the site, or that the wetland itself was being altered. None of that is happening. Again it's just a matter of conveyance on the property. So this is the original number of units remains the same as shown on the site plan. The wetland is shown on the property. There was a variance allowed, ponding in that wetland. This is a conservation easement. Again that remains the same. That was one interest that the neighbors did have at the Planning Commission meeting that was held on November 181°. A few neighbors did show up with concerns about access through that and the developer's aware of that and that might be a motor vehicle access that's going through that property and so working to secure that site. Again there's a couple of different phases. So this conditional use, as we move forward are proposing an amendment that doesn't allow this type of conveyance. This conditional use permit would allow for conveyance for the common interest of the community, so there's 3 different phases, or 4 different phases. You own your individual unit and then there's common property with each unit. So this would provide for the phasing, so this is Phase I. Now it's divided up into a number of phases so this provides a mechanism for that to happen, so we're not adding units. It's just again a straight forward amendment to allow for that incremental change. So with that the Planning Commission and the staff, with the new Findings of Fact is recommending approval to the project and I'd be happy to answer any questions that you may have but the proposed motions are... SCANNED City Council Meeting - December 8, 2008 Mayor Furlong: Thank you. So clarification. Was this always their intent to do it the way that they're going forward now with the phased approach, or has that evolved? Kate Aanenson: Well what we, we were proposing an amendment that this would have got tripped up in, and that was the issue where we had a conditional use. If someone tried to subdivide, so this kind of got caught in that, so we held off that, and allowing this one to go through because this is how it was proposed. We didn't want this to get tripped into that. Mayor Furlong: What they're doing was always what they intended to do? Kate Aanenson: That's correct. Mayor Furlong: And because we're clarifying some of the other areas of our ordinance, we need to clarify this. Kate Aanenson: You are correct. Mayor Furlong: As part of the permit. Or the conditional use permit. Kate Aanenson: Yes. Mayor Furlong: Okay. Thank you. Any other questions for staff? Councilwoman Tjomhom. Councilwoman Tjomhom: Yeah Kate. In the staff report it mentioned that they have the option of not developing the first couple buildings, is that right? Kate Aanenson: Yeah. That's, there's two buildings right along Audubon. Councilwoman Tjomhom: Right. Kate Aanenson: Yeah. Councilwoman Tjomhom: Now if they choose to sell those buildings, will, the development and the way it's been approved, these two other buildings won't have to do any additional storm water ponding or anything? Kate Aanenson: No, I think if those, if they want to be subdivided and they're not part of this common interest, then more than likely they would be platted and that'd be a future decision that someone may want to plat those and have, because they wouldn't be part of that common interest so ... was to acquire those and build a separate use on there. More than likely they would probably be platted as a separate lot. So there could be two additional lots up there. Councilwoman Tjomhom: So then in the staff report on page 4 I think it says, under the conditional use permit for multiple buildings on Lot 1, it says the development of 2 buildings immediately adjacent to Audubon Road shall require a separate site plan review. 0 City Council Meeting - December 8, 2008 Kate Aanenson: That's correct. Councilwoman Tjomhom: And so that's what we're talking about. Kate Aanenson: That's correct. Councilwoman Tjomhom: And so that's what we're talking about. Kate Aanenson: That's correct. Councilwoman Tjomhom: That's only if it changes hands. Kate Aanenson: That's correct. If someone wants, for financing purposes often times and they want ownership of that property and control of that property, so then if that doesn't become part of a common interest and it's a separate owner, that would have to go through that process. Councilwoman Tjomhom: Okay. Kate Aanenson: And that would all be done under one application as you stated. Site plan review, subdivision. And then any other requirements to meet the city codes, storm water management, all that would be required if that pond wasn't sized appropriately. Councilwoman Tjomhom: Okay. Mayor Furlong: I'm sorry, clarify that last statement. If the pond was not sized appropriately. Kate Aanenson: For whatever use was to come into those two lots. They would have to meet all the qualifications of the city ordinance. Besides site plan review. Architecture. Storm water. Mayor Furlong: And is that true if ownership doesn't change? Or have they already been approved... Kate Aanenson: It should be that way but if they were to change and they wanted to manage it on site or something like that, that could be accommodated. Mayor Furlong: Would the, to continue along that line of questioning. Are those sites buildable without variances and within current code? Are they buildable? Kate Aanenson: They haven't shown a site plan on those per se so. Mayor Furlong: So the answer is it will depend. Kate Aanenson: It will depend, exactly. What the association wants to do with the, or the owner wants to do with those two lots. Mayor Furlong: Okay. City Council Meeting - December 8, 2008 Councilwoman Tjornhom: I have one more follow up question, and this is just because I think we recently had something similar to where it changed hands and the storm water pond wasn't built and so then we had problems with, was it on the Bluff Creek corridor, it was along somewhere and so I'm looking at these two buildings and I'm thinking what if the, they don't meet the requirements. Where do they go? Kate Aanenson: Well I believe that just in general they probably do meet those requirements but I'm not sure, because we didn't approve a specific site plan for that, we'd have to re-evaluate that to make sure. As we would with any other project that comes in. Mayor Furlong: And that's just, regardless of whether the ownership changes or not, site plan approval is required for building on either of those two parcels? Kate Aanenson: That's correct. Because the other ones were shown with the architectural renderings. The community room. All the other buildings were approved for an architectural layout and design, so that was all incorporated in the. Councilwoman Tjornhom: Okay. Mayor Furlong: Any other questions for staff? Is the applicant here? Kate Aanenson: Yep. Yep, there he is. Mayor Furlong: Anything you'd like to share with the council this evening? Address council. Bruno Silikowski: Hi again. I'm Bruno Silikowski. I own the property there and Kate you may not remember but when we went through that design, the storm water ponding actually included all 14 buildings, included what we estimated to be about a 20,000 square foot building. Two of them on that front lot so to answer your questions, the storm water ponding was actually designed to accommodate all of that. But you know it's been a while so how could you expect to. Kate Aanenson: Well also when you come back through, we'd still verify that it's still, that that pond was built as designed and that still meets standards. Bruno Silikowski: Absolutely. And so you know the other, the real backdrop here is you know economies are changing very rapidly. We just were looking for something that would make common sense if we do get into a situation where we're running into trouble. We'd like to be able to have an option to be able to do, you know have a few options. Now good news is, we've actually had the opposite. The economy's actually been good to us. In fact we're starting another building. We built a, we started building about 4 weeks, 4 months ago. No, I'm sorry, 4 weeks ago and we're starting another building in 2 weeks, and that's just purely based on demand so I think we'll do fine, but we are also trying to hedge our bets a little bit and trying to be smart business people and give ourselves some options as we go down the pipe. It's not intended to, in fact we may end up actually involving those two parcels that we always thought F 1, City Council Meeting - December 8, 2008 would be commercial type property into the campus just because of the rate of growth and success that we've had so. For what it's worth, I'd be happy to answer any questions if you have any. Otherwise I don't really have anything else to add. Thank you Kate for everything you've done. Mayor Furlong: Okay, thank you. Any questions? Councilwoman Tjornhom. Councilwoman Tjomhom: And I know this has already been to the Planning Commission and it's been through us and approved but I remember in the staff report there were a couple letters, people were still concerned about noise. Was that resolved at the Planning Commission? Bruno Silikowski: I think, I don't think there's ever been anything resolved or even a real issue. It's people have concerns that there are vehicles out there that. Councilwoman Tjomhom: Maybe reving their engines or. Bruno Silikowski: Well never does it happen. We've not had a single incident where we've had a complaint. I think if anything the residents have probably just been expressing something that would be somewhat common sensical but it's just not who we are. Councilwoman Tjornhom: Okay. Kate Aanenson: And I think the other issue was that there are people that are trespassing on the property and that we're trying to manage through security. Bruno Silikowski: Yeah, you know we, and again going back to the last Planning Commission meeting. We actually are having quite a few people come through the property. Snowmobiles. Go carts. Not go carts but what are the, like motorbikes type thing and we're going to be, I think we're going to be forced into putting a fence up on the far west end because there's really only one entrance point. Otherwise they're like little streams that kind of protect it. But you know and neighbors have been mowing a section of lawn back there for their use of walking their dogs and all that, and really I'm not bothered by it a whole lot except when it starts to cause problems. And we did have one incident where a neighbor had called the police basically saying there are people running around in the wetland, and frankly it can't be us. It was in the middle of the weekend. Nobody's around and the bottom line is I think that you know, I don't know that we're innocent always but I would tell you that there's a whole lot of people who are accessing the property and I'm worried about it because I think we've got a few places where, you know it could be a hazard if they're running snowmobiles across it, so we're going to do a few extra things this year and put up more signage to basically kind of keep people off, but there is no way that we can keep people you know off completely. We cannot gate it completely and it's just not possible. It's too big of a property. It's almost 40 acres so from that standpoint it's not really been an issue from our standpoint. The neighbors had complained, I think it's the same person who had expressed some early interest, or early concerns a couple years ago and you know, I don't know that I can blame her but on the flip side of it, I think we've been really very good neighbors and I think there were several people who from that complex, that neighborhood have actually joined us as clients, and in fact some prominent people. I shouldn't name names 0 City Council Meeting - December 8, 2008 because that's not fair, but the bottom line is, they've been more than happy to buy up auction items that we do. We did the Tulip Festival thing and we offered up a private garage storage for the winter for one of them, and a prominent dentist in the area had very graciously bought it up and is having a great time out there with us so. There's been a few other city officials that have stopped by and expressed I think satisfaction with what we're doing, so from the standpoint of are we doing what we said we're going to do? I think so, and probably a little bit in spades. We've done a lot more development on the property in terms of tree planting than was required from us. In fact we placed over 300 trees on the far west end from that neighborhood, so we try to do the right thing and so the bottom line is, what Kate has explained right now is kind of a, we've been kind of caught as a victim of some policy changes within the city, and that's where we're at so. No change to our plans. Good news is we've been doing well and we're bringing in I think a lot of very wealthy individuals into this community. Hopefully they're spending the money, I think they are. We've had a couple times where we've catered events and we had restaurants out there, local, that have catered our events so we're going to try to continue to do that. Thank you. Mayor Furlong: Very good. Any other questions? Okay, thanks. Any follow up questions for staff? If not, general thoughts and discussions. Councilman Litsey: Seems pretty straight forward so I'm okay with it. Mayor Furlong: Getting the same purpose in what we're doing, Okay. Is there a motion? Councilman Litsey: I can make a motion that the City Council approves the amendment to the Conditional Use Permit for the development within the Bluff Creek corridor with a variance to locate the storm water pond within the Bluff Creek Primary Zone and to permit phased development of the project and allow for the incremental expansion or revision of the property line in conformance with the grading plans prepared by Sathre-Berquist Incorporated dated 10/19/06, subject to the conditions on page 8 of the staff report, and the City Council approve the amendment to the Conditional Use Permit for multiple buildings, up to 14 on one parcel, and to permit the phased development of the project and allow for the incremental expansion or revision of the property line subject to the conditions on page 8 of the staff report and also adopt the attached Findings of Fact. Todd Gerhardt: Good job. Councilman Litsey: Get it all? Councilman McDonald: I'll second. Mayor Furlong: Thank you. Would anybody like Councilman Litsey to repeat that? Councilman McDonald: I'll put him out of his misery and I'll just second that. Mayor Furlong: Motion's been made and seconded. Any discussion on the motion? Hearing none we'll proceed with the vote. 10 City Council Meeting - December 8, 2008 Councilman Litsey moved, Councilman McDonald seconded that the City Council approve the amendment to the Conditional Use Permit for development within the Bluff Creek Corridor with a Variance to locate the storm water pond within the Bluff Creek primary zone to permit the phased development of the project and allow for the incremental expansion or revision of the property line, in conformance with the grading plans prepared by Sathre- Bergquist, Inc., dated 10-19-2006, subject to original conditions of approval, adoption of the attached Findings of Fact and Action and the following condition: 1. The Common Interest Community shall include the land within the Bluff Creek Primary zone within the common area of the site." All voted in favor and the motion carried unanimously with a vote of 5 to 0. Councilman Litsey moved, Councilman McDonald seconded that the City Council approve the amendment to the Conditional Use Permit for multiple buildings (up to 14) on one parcel to permit the phased development of the project and allow for the incremental expansion or revision of the property line subject to the original condition of approval and the following conditions: 1. Should the two building sites along Audubon Road develop with businesses unrelated to the Autobahn MotorPlex Common Interest Community, then those sites shall be separated from the balance of the site into separate parcel(s). 2. The development shall comply with the approved site plan for the project, plans prepared by Sathre-Bergquist, Inc., dated 10-19-2006." All voted in favor and the motion carried unanimously with a vote of 5 to 0. 1(D). APPROVAL OF 2009 POLICE CONTRACT. Mayor Furlong: We have Sergeant Anderley with the sheriffs department here this evening if there are questions as well but let's start with Councilwoman Ernst. Councilwoman Ernst: Well as I was going through the packet it appears as though the police contract has increased by approximately 5%. And due to the fact that our financial condition has changed, and I know, I need to back up just a bit. So I know last year in the budget we approved the contract and if I remember correctly it was 1.2 million, Todd? Somewhere around that area. And of course our financial condition has since changed and if we're to reduce spending I feel it is necessary to delay hiring of the additional officer for, and actually for the school if what I'm looking at. And I'm, and I think if I remember correctly Minnetonka pays for their officer and I'm wondering why the Chanhassen school cannot pay for their own officer. That's number one. But number two, our crime rate has been significantly reduced. It was reduced prior to approving our budget last year so I really would not support at this time I would not support approving this contract. I approve the contract without the additional police officer because I don't think that we need to have that. And that's what, roughly $90,000? 11 Ob -3� CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION IN RE: Application of Bruno J. Silikowski for an amendment to the Conditional Use Permit for development within the Bluff Creek Corridor and the Conditional Use Permit for multiple buildings (up to 14) on one parcel — Planning Case 06-34. On November 18, 2008, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Bruno J. Silikowski for development approval to build Autobahn Motorplex. The Planning Commission conducted a public hearing on the proposed development preceded by published and mailed notice. The Planning Commission heard testimony from all interested persons wishing to speak and now makes the following: FINDINGS OF FACT 1. The property is currently zoned Industrial Office park, IOP. 2. The property is guided in the Land Use Plan for Office/Industrial and Parks and Open Space. 3. The legal description of the property is: See Exhibit A. 4. Conditional Use Permits: a. The proposed use will not be detrimental to the public health, safety, comfort, convenience or general welfare of the neighborhood or the city. b. The proposed use will be consistent with the objectives of the city's comprehensive plan and the zoning ordinance. c. The proposed use will be designed, constructed, operated and maintained so to be compatible in appearance with the existing or intended character of the general vicinity and will not change the essential character of that area. d. The proposed use will not be hazardous or disturbing to existing or planned neighboring uses. e. The proposed use will be served adequately by essential public facilities and services, including streets, police and fire protection, drainage structures, refuse disposal, water and sewer systems and schools; or will be served adequately by such facilities and services provided by the persons or agencies responsible for the establishment of the proposed use. SCANNED f. The proposed use will not create excessive requirements for public facilities and services and will not be detrimental to the economic welfare of the community. g. The proposed use 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 use will have vehicular approaches to the property which do not create traffic congestion or interfere with traffic or surrounding public thoroughfares. i. The proposed use will not result in the destruction, loss or damage of solar access, natural, scenic or historic features of major significance. j. The proposed use will be aesthetically compatible with the area. k. The proposed use will not depreciate surrounding property values. I. The proposed use will meet standards prescribed for certain uses as provided in the zoning ordinance with the granting of a variance for the storm water pond within the Bluff Creek primary zone. 6. The planning report #06-34 dated November 18, 2008, prepared by Robert Generous is incorporated herein. RECOMMENDATION The Planning Commission recommends that the City Council approve the Autobahn Motorplex development amendment to the Conditional Use Permit for development within the Bluff Creek Corridor with a Variance to locate the storm water pond within the Bluff Creek primary zone, and the Conditional Use Permit for multiple buildings (up to 14) on one parcel. ADOPTED by the Chanhassen Planning Commission this 18`s day of November, 2008. PLANNING COMMISSION Ii EXHIBIT A Legal Description That part of the Southeast Quarter of Section 15, Township 116, Range 23, West of the 51h Principal Meridian described as follows: Beginning at the Northeast corner of said Southeast Quarter thence on an assumed bearing of North 89 degrees 00 minutes 25 seconds West along the North line of said Southeast Quarter a distance of 2614.22 feet to the Northwest comer of said Southeast Quarter; thence South 00 degrees 59 minutes 45 seconds East along the west line of said Southeast Quarter a distance of 1766.11 feet; thence North 56 degrees 57 minutes 24 seconds East a distance of 669.01 feet; thence South 33 degrees 02 minutes 36 seconds East a distance of 39.63 feet; thence Northeasterly along a non-tangential curve concave to the Northwest having a radius of 1859.86 feet; a chord bearing North 49 degrees 43 minutes 26 seconds East of 394.93 feet; thence North 56 degrees 57 minutes 24 seconds east, not to last described curve a distance of 323.97 feet; thence South 35 degrees 03 minutes 24 seconds West a distance of 22.98 feet; thence Southwesterly 120.34 feet along a tangential curve to the right having a radius of 1959.86 feet; thence North 57 degrees 57 minutes 24 seconds East not tangent to the last described curve a distance of 1319.26 feet; thence North 33 degrees 02 minutes 36 seconds West a distance of 12.50 feet; thence North 56 degrees 57 minutes 24 seconds East a distance of 495.70 feet to the East line of said Section 15; thence North 1 degree 15 minutes 22 seconds West a distance of 72.51 feel along the east line of said Section 15 to the point of beginning, according to the Government Survey thereof,. Subject to easement for County State Aid Highway 17. EXCEPT which lies Westerly of Bluff Creek, the centerline of said creek described as follows: Commencing at the Northwest corner of the Southeast Quarter of Section 15, Township 116, Range 23 West of the 5`h principal Meridian; thence on an assumed bearing of South 89 degrees 00 minutes 25 seconds East, along the North line of said Southeast Quarter, a distance of 718.45 feet to the point of beginning of the centerline to be described: thence South 03 degrees 14 minutes 54 seconds West, a distance of 12.34 feet; thence South 12 degrees 17 minutes 21 seconds East a distance of 18.26 feet; thence South 86 degrees 42 minutes 32 seconds East, a distance of 66.41 feet; thence South 00 degrees 11 minutes 26 seconds East, a distance of 10.09 feet; thence South 26 degrees 53 minutes 49 seconds East, a distance of 11.25 feet; thence South 04 degrees 40 minutes 40 seconds East, a distance of 71.53 feet; thence South 08 degrees 34 minutes 33 seconds West, a distance of 513.32 feet; thence South 01 degrees 27 minutes 58 seconds East, a distance of 148.78 feet; thence South 08 degrees 14 minutes 13 seconds West, a distance of 114.78 seconds; thence South 30 degrees 49 minutes 36 seconds West, a distance of 256.50 feet; thence South 30 degrees 12 minutes 30 seconds West, a distance of 95.70 feet; thence South 22 degrees 09 minutes 40 seconds East, a distance of 29.71 feet; thence South 10 degrees 54 minutes 04 seconds West, a distance of 55.44 feet; thence South 14 degrees 39 minutes 10 seconds East, a distance of 15.14 feet; thence South 22 degrees 30 minutes 14 seconds West; a distance of 33.54 feet; thence South 08 degrees36 minutes 50 seconds West, a distance of 40.11 feet; thence South 10 degrees 58 minutes 44 seconds West, a distance of 16.30 feet; thence South 33 degrees 58 minutes 55 seconds East, a distance of 3.27 feet to the point on the Northerly line of the Milwaukee, St. Paul and pacific Railroad, said point a distance of 586.57 feet Northeasterly of the Southwest corner of the above described property, as measured along said Northerly Railroad line, and said line there terminating. That part of the Southeast Quarter of the Northeast Quarter of Section 15, Township 116 Range 23 West of the 5th Principal Meridian described as: Beginning in the Southeast comer of said Southeast Quarter of the Northeast Quarter; thence on an assumed bearing of North 89 degrees 00 minutes 25 seconds West along the south line of said Southeast Quarter of the Northeast Quarter a distance of 747.57 feet; thence North 35 degrees 03 minutes 24 seconds East, a distance of 1.50 feet: thence Northeasterly 1042.48 feet along a tangential curve to the right having a radius of 2814.79 feet to the East line of said Southeast Quarter of the Northeast Quarter; thence South 00 degrees 24 minutes 06 seconds East along the East line of said Southeast Quarter of the Northeast Quarter a distance of 738.57 feet to the point of beginning, according to Government Survey thereof. Subject to easement for County State Aid Highway No. 17. Torrens Certificate No 24463 El o.,0 - 3 Planning Commission Meeting - November 18, 2008 Undestad: Just the lot line split or, that's not an option? You don't want to do that? Subdivide the two so you can. Scott Schroeder: It's definitely an option. We were interested to see after a year and a few months if anything had changed and clearly it hasn't so we'll have to... Papke: Okay. Any more questions? Okay. With that, if there's anyone from the public who would like to make any comments on this. We'd ask you to step up to the podium and state your name and address and tell us what you think. Seeing no one, we'll close the public hearing and bring it back to the Planning Commission for discussion and then we'll need a vote. Dillon: Kurt, I think you said it best. We have to make our recommendation based on the guidelines or the rules or whatever you want to call them that are in place today, and you know there doesn't seem to be a hardship demonstrated, which is one of the criteria for granting the variance. And also we've got a precedent set where we you know made someone go through a lot of work and expense to take out a non -conforming hard cover. So I think we'd be hard pressed to go ahead, and I personally would be very hard pressed to go ahead and support the granting of this variance based on the rules in place today and our previous actions. Larson: Pretty much I feel the same way. Our hands are kind of tied as far as what we can do. Unfortunately. Laufenburger: No other comment. Papke: Okay. I'll entertain a motion. Undestad: I'll make a motion. That the Planning Commission denies Planning Case 07-20 for a 2.6 percent hard surface coverage variance on Lot 25, Block 1, Pinehurst 2°d Addition based on the staff report and the adoption of the attached Findings of Fact and Action. Papke: Is there a second? Larson: I'll second. Undestad moved, Larson seconded that the Planning Commission denies Planning Case 07- 20 for a 2.6 percent hard surface coverage variance on Lot 25, Block 1, Pinehurst 2°d Addition based on the staff report and the adoption of the attached Findings of Fact and Action. All voted in favor and the motion carried unanimously with a vote of 7 to 0. PUBLIC HEARING: AUTOBAHN MOTORPLEX: REOUEST FOR AN AMENDMENT TO THE CONDITIONAL USE PERMITS FOR DEVELOPMENT WITHIN THE BLUFF CREEK CORRIDOR AND FOR MULTIPLE BUILDINGS (UP TO 14) ON ONE PARCEL TO PROPERTY LOCATED ON THE WEST SIDE OF AUDUBON ROAD NORTH OF THE &CANNED Planning Commission Meeting - November 18, 2008 TWIN CITIES AND WESTERN RAILROAD. APPLICANT: BRUNO J. SILIKOWSIU PLANNING CASE 06-34. Public Present: Name Address Laurina Tofteland Bruno Silikowski Lynn Gossfeld 8325 Stone Creek Drive 3615 Zircon Lane North 8377 Stone Creek Drive Bob Generous presented the staff report on this item. Papke: Kathleen. Thomas: I'm good. Laufenburger: As am I. Larson: 1 read this over a couple of times and I'm not understanding what's different from before. Could you, it's just not sinking into my head tonight. Generous: The only difference is the City is in the process of adopting an ordinance that would void the conditional use permits that were approved for this project because they're revising property lines. Through the expansion of the common interest community. Plan. Larson: So they are revising the lines, or the City is? Generous: The applicant. As they build they're expanding it. Larson: Okay. Generous: You could request. Papke: As it grows. Generous: The line changes for the common interest community. Larson: So everybody owns all of it? Generous: Yes. That's in the CIC. Larson: Right. But like you're saying, if they wanted to break off Phase III for example and sell that to somebody else, they could. Is that what you're saying? Planning Commission Meeting - November 18, 2008 Generous: Theoretically they could but the idea is not, only the first, the most easterly properties may be subdivided out. They're not currently included in the CIC. They weren't, there's not a storage building plan approved for that. Larson: Can you point to which ones you're referring to? Generous: Is there an arrow on here? On no. Oh yes. There it is. This one and this one. These don't, these are just conceptual locations. Laufenburger: They don't exist today? Generous: They don't exist. They don't have site plan approval. These other 12 buildings in here were approved as a part of the original site plan. Larson: Right, okay. Generous: And so well basically this solid line will be expanded with phasing so ideally, idealize with this club house coming into the CIC, they'd pick up this area. And then this parcel would look like that. And then as 3 came in, that they come in and one of the conditions we're saying is that with either Phase II or III that they incorporate the conservation easement into the CIC because there's no improvements there but we want to maintain the balance of the hard cover and the pervious areas so. Larson: Okay, thank you. Generous: But yes, these, the properties zoned industrial office park, so those buildings could be used, site plan approval for anything that's permitted in the IOP district. Larson: Okay. Keefe: How did the applicant find out about this? Or did we notify them? Generous: I told him. Keefe: Yeah, okay. I was curious about that. Undestad: So it's just more or less the City's administrative clean-up. Something we're changing. Generous: We're changing and that would impact him. Had this been in place when we originally reviewed it, we would have accommodated it as part of the conditions of approval. Because that was what it was always intended that this would be an incremental project. Dillon: No questions. 0 Planning Commission Meeting - November 18, 2008 Keefe: One Bob. There is a variance though to relocate as a part of this or is that a second piece? You're just saying variance to locate the storm water pond within the Bluff Creek primary zone. Generous: That was the original CUP. So they're not changing that either. Keefe: Okay. Generous: I just, I carried that full of CUP approval forward. Keefe: I see. I'm following you. Papke: Okay. Is there an applicant here tonight who would like to speak to this? If you could step up to the podium please and give us your name and address. Bruno Silikowski: I'm Bruno Silikowski and I live in Plymouth actually. 3614 Zircon Lane North. I think Bob did an excellent job of describing it. It really is more of a technicality and we're just trying to clean it up so unless you guys have questions, I think it's been well said. Thank you. Papke: Any questions for the applicant? Okay, very good. A couple members of the public here. If any of you would like to step up to the podium and state your name and address and tell us what you think of this. We'd like to hear it. Laurina Tofteland: I live at 8325 Stone Creek Drive which is a property that abuts to the wetland right across from the trail system, and I guess I'm just here mostly for clarification. I had emailed Bob as well and I asked him to forward on my email to all of you. It's, I just want to make sure that the orange silt fence that is presently in place, that there is no change in that boundary. There has been several times over the summer where there has been dirt bikes, golf carts, four wheelers that have made a trail that come out into the wetland area. I listen to them motor around out there and so that's been really upsetting. You know we were told originally when this project came before the commission you know that this was going to be a very high end development. There was going to be expensive cars stored in here and that there wouldn't be noise. I believe Mr. Undestad had several comments that first night about reassuring noise and that type of thing, and so it was really upsetting this summer to watch the wildlife be disrupted. The undergrowth of trees be displaced and you know my husband and I walked around back there to take a look and see what was, you know how much disruption there was and that was of a concern so I just wanted clarification about that. About where those property lines are going to be. And there was a question that I had too, if Mr. Generous could maybe explain that to me further. In regards to the City had discovered that a trail system was being used and we told the developer that the conservation easement prohibited that. If you could just explain to me a little bit more about what the conservation easement is and. Generous: Chairman Papke, Laurina. What it is is a document that the property owner has granted to the City that states that no development or alteration or uses would be permitted in this area of the property. G9 Planning Commission Meeting -November 18, 2008 Laurina Tofteland: And would that be the area that's noted wetland on the. Generous: Well it shows that the conservation easement. Yes, primarily but it's mostly, all the western part of the site. One of the documents has the actual conservation easement. There. So it's shown. You can see the line, yeah. It starts there and then it goes all the way to the back and it encompass everything west of that line. Laurina Tofteland: Because that last area of the Phase II, which is right at that kind of pointy part of that development there, that is about 200 yards or so from the trail. And then the property directly across from that would be my back yard. Generous: Yes. And so the easement document says no development there. And the site plan was specific that there's those two buildings where it says Range 23 and that's the end of their project. Or this project. Laurina Tofteland: Okay. And I do have to, since the Carver County Sheriff was notified of that disruption that was going on, we haven't seen any further disruption but it's now fall. I mean it was during summertime and now that, and there has been snowmobiles back there as well too in the winter time so I guess that's all I have. Thank you. Papke: Thank you for speaking up. Would anyone else like to address the Planning Commission? Okay. Seeing none, I close the public, oh. Go ahead. Bruno Silikowski: I want to make one more comment. We've also noticed that there's been traffic and it's not necessarily our people. Now I've talked to our folks to make sure, because there was a miscommunication. We thought we were allowed to have a trail there and kind of for walking, and so we were mowing it. Well now we know that it's clear. We're not doing it any longer and it's been stopped and I've communicated it, but we do have people coming through with snowmobiles and it's not our people. I posted signs. They've been ripped down. I'm going to do my best to block it off but just know that it's not just us. These motor bikes and things, actually some of our people have been complaining to me that people are scooting through. Walking dogs through, this and that. I'm cool with it. It's just, you know as long as they don't become abusive, so it's a balance thing. I just want you to know that we're trying to address it, but it works both ways. Thank you. Laufenburger: Mr. Chairman, before you go. I'm wondering, staff can you address who's responsible for compliance of the easement. Compliance, make sure that things are done properly. Is that the property owners responsibility or is that somebody else's responsibility? Generous: It's the property owners. It's the City can require enforcement of that. As a private property owner he also has property rights to prohibit people from accessing the property too. It seems like that's the... Laufenburger: This is property that belongs to the. 10 Planning Commission Meeting - November 18, 2008 Generous: The Motorplex. Laufenburger: The owner. The Motorplex. Generous: Yes. Laufenburger: And he has granted the easement to the City. Generous: Right. Laufenburger: Okay. So he's saying City, I have no intention of doing any developing on here. You have my word on that and, but it's within his rights if he sees people violating his property rights, it's within his rights to either report that or ask for support and compliance from the sheriff or whomever. Generous: That's correct. Laufenburger: Okay. Keefe: One follow up, just real quick question. You don't have any fencing around there do you? Bruno Silikowski: Do I? Keefe: Have any fencing. Bruno Silikowski: No, but we do think we need to do some. There's some access points from the west I think we need to put it up. I think that will stop some of the issues we're having, and I do plan to have a limited but some fencing in key areas, just so people don't hurt themselves more so than anything else. It will be gated and that will take place in the spring. Gated in terms of the road access that is. Keefe: And that will slow down some of that traffic coming through. Bruno Silikowski: Yeah, I hope so. Yeah, and out of fairness, I approached Bob on this is when I heard about it that it was an issue. I actually called Bob and asked for clarification on it and that's how we found out, and clearly our intention is to support what we agreed to. Keefe: Appreciate you working. Bruno Silikowski: Thank you. Papke: Okay. With that I close the public hearing and bring it back to the commission for discussion. 11 Planning Commission Meeting - November 18, 2008 Thomas: Okay. Well I think it makes sense. We're just going to do some clean-up of it and why 1 recognize the neighbors concerns, I find it is got to be hard to keep people off a big piece of nice land that they deem is fun to motor bike or you know, or snowmobile on or that kind of stuff and I think as the property grows and if then they gate it. If they put some fencing up, I think that's going to help keep people from realizing that this is not just an empty parcel of land that they can just use for their own fun play time and then hopefully that will get people to stop it but you kind of see it where places where there's going to be businesses put in, the people are using it for unfortunately inappropriate things while they wait so. Yeah, I'm good for it. Laufenburger: No questions or comments. Larson: Neither do I. Papke: Okay. With that I'll entertain a motion. Laufenburger: Mr. Chairman. The Chanhassen Planning Commission recommends approval of the amendment to the Conditional Use Permits to approve the phased development of the project and allow for the incremental expansion or revision of the property line subject to the conditions on page 8 of the staff report. Papke: Is there a second to Commissioner Laufenburger's motion? Undestad: Second. Laufenburger moved, Undestad seconded that the Planning Commission recommends that the City Council approve the amendment to the Conditional Use Permit for development within the Bluff Creek Corridor with a variance to locate the storm water pond within the Bluff Creek primary zone, in conformance with the grading plans prepared by Sathre- Berquist, Inc., dated 10-19-2006, subject to the original conditions of approval and the following condition: The Common Interest Community shall include the land within the Bluff Creek Primary zone within the common area of the site. All voted in favor and the motion carried unanimously with a vote of 7 to 0. Laufenburger moved, Undestad seconded that the Planning Commission recommends that the City Council approve the amendment to the Conditional Use Permit for multiple buildings (up to 14) on one parcel, subject to the original condition of approval and the following conditions: Should the two building sites along Audubon Road develop with businesses unrelated to the Autobahn MotorPlex Common Interest Community, then those sites shall be separated from the balance of the site into separate parcel(s). 12 Planning Commission Meeting - November 18, 2008 2. The development shall comply with the approved site plan for the project, plans prepared by Sathre-Berquist, Inc., dated 10-19-2006. All voted in favor and the motion carried unanimously with a vote of 7 to 0. Bruno Silikowski: Can I ask one quick question? This is. Papke: The public hearing is closed. If you could chat with city staff afterwards, that would be great. Thank you very much. APPROVAL OF MINUTES: Commissioner Thomas noted the verbatim and summary minutes of the Planning Commission meeting dated October 21, 2008 as presented. COMMISSION PRESENTATIONS: None. Chairman Papke adjourned the Planning Commission meeting at 7:40 p.m. Submitted by Kate Aanenson Community Development Director Prepared by Nann Opheim 13 Affidavit of Publication Southwest Newspapers CITY OF CHANHASSEN State of Minnesota) CARVER & HENNEPIN )SS. COUNTIES NOTICE OF PUBLIC HEARING County of Carver ) PLANNING CASE NO. 06-34 NOTICE IS HEREBY GIVEN that the Chanhassen Planning Commission will hold a public Mark Weber, being duly sworn, on oath saysthat he is the publisher or the authorizedagent of the hearing 7: Tuesday, November 16, g YP 2006, at 7:00 P.M. in the Council publisher of the newspapers known as the Chaska Herald and the Chanhassen Villager and has Chambers in Chanhassen CityHall, full knowledge of the facts herein stated as follows: 7700 Market Blvd. The purpose of this hearing is to consider a request (A) These newspapers have complied with the requirements constituting qualification as a legal for an amendment to the newspaper, as provided by Minnesota Statute 331A.02, 331A.07, and other applicable laws, as Conditional Use Permits for amended. development within the Bluff Creek Corridor and for multiple buildings(up to g The printed public notice that is attached to this Affidavit and identified as No. phased dee) on lopmeone t of permit the ( ) P P �� phased development of the project was published on the date or dates and in the newspaper stated in the attached Notice and said and allow for the incremental Notice is hereby incorporated as part of this Affidavit. Said notice was cut from the columns of expansion or revision of the the newspaper specified. Printed below is a copy of the lower case alphabet from A to Z, both Property line on property located inclusive, and is hereby acknowledged as being the kind and size of type used in the composition on the west side of Audubon Road and publication of the Notice: north of the Twin Cities and Western Railroad - AUTOBAHN MOTORPLEX. Applicant: Bruno abcdefghijklmnopgrstuvwxyz ///J/// J. Silik plan showing /�G%V ` A plan showing the location of the proposal is available for public By. review on the City's web site at Mark Weber www.ci,chanhassen.mn.us/serv/ olan/06-34A.html or at City Hall during regular business hours. All interested persons are invited to Subscribed and sworn before me on attend this public hearing and express their opinions with respect to this proposal. Robert Generous, Senior Planner Email: this G t day of Ala✓,>.� I� , 2008 b n roC i h nha en tun LAURIE A. Phone: 952-227-1131 LAURIE NOTAE HARTMA (Published in the Chanhassen _ �-~E' Villager on Thursday, November 6, r Mr C'°"""'b"°" EWkm J� ' 2006; No. 4135) � A - Notary Public RATE INFORMATION Lowest classified rate paid by commercial users for comparable space.... $40.00 per column inch Maximum rate allowed by law for the above matter ............................... $40.00 per column inch Rate actually charged for the above matter ............................................... $12. 19 per column inch SCANNED CITY OF CHANHASSEN PLANNING DEPARTMENT 7700 Market Boulevard P.O. Box 147 CHANHASSEN, MN 55317 (952) 227-1100 FAX (952) 227-1110 TO: Campbell Knutson, PA 317 Eagandale Office Center 1380 Corporate Center Curve Eagan, MN 55121 WE ARE SENDING YOU ❑ Shop drawings ❑ Copy of letter LETTER OF TRANSMITTAL DATE JOB NO. 12/16/08 06-34A ATTENTION Sue Nelson RE: Document Recording ® Attached ❑ Under separate cover via the following items: ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Change Order ❑ Pay Request ❑ COPIES DATE NO. DESCRIPTION 1 12/8/08 06-34A Conditional Use Permit Autobahn Motor lex ❑ Return ® For Recording ❑ PRINTS RETURNED AFTER LOAN TO US THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ For your use ❑ As requested ❑ For review and comment ❑ FORBIDS DUE REMARKS ❑ Approved as submitted ❑ Resubmit ❑ Approved as noted ❑ Submit ❑ Returned for corrections ❑ Return ® For Recording ❑ PRINTS RETURNED AFTER LOAN TO US COPY TO: Bruno Silikowski, Autobahn Motorplex SIGNED: copies for approval copies for distribution corrected prints SCANNED If enclosures are not as noted, kindly notify us at once. CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA CONDITIONAL USE PERMIT #2006-34A 1. Permit. Subject to the terms and conditions set forth herein and in the previously approved Conditional Use Permit #2006-34, recorded on June 6, 2007 as Torrens Document No. T163177, the City of Chanhassen hereby grants a conditional use permit for the following uses: A. For development within the Bluff Creek Corridor with a Variance to locate the stormwater pond within the Bluff Creek primary zone and to penait the phased development of the project and allow for the incremental expansion or revision of the property line, in conformance with the grading plans prepared by Sathre-Bergquist, Inc., dated 10-19-2006; and B. For multiple buildings (up to 14) on one parcel and to permit the phased development of the project and allow for the incremental expansion or revision of the property line. 2. Property. The permit is for property situated in the City of Chanhassen, Carver County, Minnesota, and legally described as shown on the attached Exhibit A. 3. Conditions. The permit is issued for Autobahn Motorplex — Planning Case #06-34, with the following conditions and the conditions of the previously approved Conditional Use Permit #2006-34, recorded on June 6, 2007 as Torrens Document No. T163177: Conditional Use A: a. The Common Interest Community shall include the land within the Bluff Creek Primary zone within the common area of the site. Conditional Use B: a. Should the two building sites along Audubon Road develop with businesses unrelated to the Autobahn Motorplex Common Interest Community, then those sites shall be separated from the balance of the site into separate parcel(s). b. The development shall comply with the approved site plan for the project, plans prepared by Sathre-Bergquist, Inc., dated 10-19-2006. 4. Termination of Permit. The City may revoke the permit following a public hearing for violation of the terms of this permit. 5. Lapse. If within one year of the issuance of this permit the authorized construction has not been substantially completed or the use commenced, this permit shall lapse, unless an extension is granted in accordance with the Chanhassen Zoning Ordinance. 6. Criminal Penalty. Violation of the terms of this conditional use permit is a criminal misdemeanor. Dated: December 08, 2008 CITY OF CHANHASSEN I� (SEAL) STATE OF MINNESOTA ) ( ss COUNTY OF CARVER ) c g, Mayor Gerhardt, City Manager The foregoing instrument was acknowledged before me this 15''hay of by Thomas A. Furlong, Mayor, and by Todd Gerhardt, City Manager, of the City of Chanhassen, a Minnesota municipal corporation, on behalf of the corpor ion and p uant to the authont granted by its City Council. T Y LIC DRAFTED BY: City of Chanhassen a ., �M��.•n P. O. Box 147 't KAREN J. ENGELs A DT 7700 Market Boulevard Notary Public -Minnesota _ My Canmisaiw Expires Jan 31, 2010 Chanhassen, MN 55317 (952) 227-1100 EXHIBIT A Legal Description That part of the Southeast Quarter of Section 15, Township 116, Range 23, West of the 5'h Principal Meridian described as follows: Beginning at the Northeast comer of said Southeast Quarter thence on an assumed bearing of North 89 degrees 00 minutes 25 seconds West along the North line of said Southeast Quarter a distance of 2614.22 feet to the Northwest comer of said Southeast Quarter; thence South 00 degrees 59 minutes 45 seconds East along the west line of said Southeast Quarter a distance of 1766.11 feet; thence North 56 degrees 57 minutes 24 seconds East a distance of 669.01 feet; thence South 33 degrees 02 minutes 36 seconds East a distance of 39.63 feet; thence Northeasterly along a non-tangential curve concave to the Northwest having a radius of 1859.86 feet; a chord bearing North 49 degrees 43 minutes 26 seconds East of 394.93 feet; thence North 56 degrees 57 minutes 24 seconds east, not to last described curve a distance of 323.97 feet; thence South 35 degrees 03 minutes 24 seconds West a distance of 22.98 feet; thence Southwesterly 120.34 feet along a tangential curve to the right having a radius of 1959.86 feet; thence North 57 degrees 57 minutes 24 seconds East not tangent to the last described curve a distance of 1319.26 feet; thence North 33 degrees 02 minutes 36 seconds West a distance of 12.50 feet; thence North 56 degrees 57 minutes 24 seconds East a distance of 495.70 feet to the East line of said Section 15; thence North 1 degree 15 minutes 22 seconds West a distance of 72.51 feel along the east line of said Section 15 to the point of beginning, according to the Govemment Survey thereof,. Subject to easement for County State Aid Highway 17. EXCEPT which lies Westerly of Bluff Creek, the centerline of said creek described as follows: Commencing at the Northwest comer of the Southeast Quarter of Section 15, Township 116, Range 23 West of the 5'h principal Meridian; thence on an assumed bearing of South 89 degrees 00 minutes 25 seconds East, along the North line of said Southeast Quarter, a distance of 718.45 feet to the point of beginning of the centerline to be described: thence South 03 degrees 14 minutes 54 seconds West, a distance of 12.34 feet; thence South 12 degrees 17 minutes 21 seconds East a distance of 18.26 feet; thence South 86 degrees 42 minutes 32 seconds East, a distance of 66.41 feet; thence South 00 degrees 11 minutes 26 seconds East, a distance of 10.09 feet; thence South 26 degrees 53 minutes 49 seconds East, a distance of 11.25 feet; thence South 04 degrees 40 minutes 40 seconds East, a distance of 71.53 feet; thence South 08 degrees 34 minutes 33 seconds West, a distance of 513.32 feet; thence South 01 degrees 27 minutes 58 seconds East, a distance of 148.78 feet; thence South 08 degrees 14 minutes 13 seconds West, a distance of 114.78 seconds; thence South 30 degrees 49 minutes 36 seconds West, a distance of 256.50 feet; thence South 30 degrees 12 minutes 30 seconds West, a distance of 95.70 feet; thence South 22 degrees 09 minutes 40 seconds East, a distance of 29.71 feet; thence South 10 degrees 54 minutes 04 seconds West, a distance of 55.44 feet; thence South 14 degrees 39 minutes 10 seconds East, a distance of 15.14 feet; thence South 22 degrees 30 minutes 14 seconds West; a distance of 33.54 feet; thence South 08 degrees 36 minutes 50 seconds West, a distance of 40.11 feet; thence South 10 degrees 58 minutes 44 seconds West, a distance of 16.30 feet; thence South 33 degrees 58 minutes 55 seconds East, a distance of 3.27 feet to the point on the Northerly line of the Milwaukee, St. Paul and pacific Railroad, said point a distance of 586.57 feet Northeasterly of the Southwest comer of the above described property, as measured along said Northerly Railroad line, and said line there terminating. 3 That part of the Southeast Quarter of the Northeast Quarter of Section 15, Township 116 Range 23 West of the 5`h Principal Meridian described as: Beginning in the Southeast comer of said Southeast Quarter of the Northeast Quarter; thence on an assumed bearing of North 89 degrees 00 minutes 25 seconds West along the south line of said Southeast Quarter of the Northeast Quarter a distance of 747.57 feet; thence North 35 degrees 03 minutes 24 seconds East, a distance of 1.50 feet; thence Northeasterly 1042.48 feet along a tangential curve to the right having a radius of 2814.79 feet to the East line of said Southeast Quarter of the Northeast Quarter; thence South 00 degrees 24 minutes 06 seconds East along the East line of said Southeast Quarter of the Northeast Quarter a distance of 738.57 feet to the point of beginning, according to Government Survey thereof. Subject to easement for County State Aid Highway No. 17. Torrens Certificate No 24463 7700 Market Boulevard PO Boz 147 Chanhassen, MN 55317 Administration Phone: 952.227.1100 Fax: 952.227.1110 Building inspections Phone: 952.227.1180 Fax: 952.227.1190 Engineering Phone: 952.227.1180 Fax: 952.227.1170 Finance Plxne:952227.1140 Fax: 952.227.1110 Park & Recreation Phone: 952.227.1120 Fax: 952.227.1110 Recreation Center 2310 Coulter Boulevard Phare: 952.227.1400 Fax: 952.227.1404 Planning & Natural Resources Phone: 952227.1130 Fax: 952.227.1110 Pift Works 1591 Park Road Phone: 952.227.1300 Far: 952.227.1310 Senior Center Phone: 952.227.1125 Fax 952.227.1110 Web She waw.d.ctufassen.mn.us O(o-M December 10, 2008 Mr. Bruno Silikowski 3615 Zircon Lane North Plymouth, MN 55446 Re: Autobahn Motorplex — Planning Case #06-34 Dear Mr. Silikowski: This letter is to confirm that on December 8, 2008, the Chanhassen City Council approved the following: "The Chanhassen City Council approves the amendment to the Conditional Use Permit for development within the Bluff Creek Corridor with a Variance to locate the storm water pond within the Bluff Creek primary zone to permit the phased development of the project and allow for the incremental expansion or revision of the property line, in conformance with the grading plans prepared by Sathre- Bergquist, Inc., dated 10-19-2006, subject to original conditions of approval and the following condition: The Common Interest Community shall include the land within the Bluff Creek Primary zone within the common area of the site." And, "The Chanhassen City Council approves the amendment to the Conditional Use Permit for multiple buildings (up to 14) on one parcel to permit the phased development of the project and allow for the incremental expansion or revision of the property line subject to the original condition of approval and the following conditions: Should the two building sites along Audubon Road develop with businesses unrelated to the Autobahn MotorPlex Common Interest Community, then those sites shall be separated from the balance of the site into separate parcel(s). 2. The development shall comply with the approved site plan for the project, plans prepared by Sathre-Bergquist, Inc., dated 10-19-2006." The original conditions of approval for the Conditional Use Permit for development within the Bluff Creek overlay district are as follows: Chanhassen is a Community for Life -Providing for Today and Planning for Tomonow SCANNED Mr. Bruno Silikowski Autobahn Motorplex December 10, 2008 Page 2 of 2 1. The plans shall be revised to show the correct Bluff Creek Overlay District primary zone boundary. Additionally, the primary zone boundary shall be terminated at the property lines for the subject property because the above description of the primary zone boundary is not an accurate description of the primary zone on adjacent properties. Signage for the Bluff Creek Overlay District shall be posted at least every 300 feet along the primary zone boundary. 2. The applicant shall develop a restoration plan for the upland areas within the primary zone that includes native plants for the Bluff Creek Overlay District. The plant species shall be selected from the Bluff Creek Management Plan Appendix C. The final plan shall be reviewed and approved by the City before installation. 3. The property owner shall dedicate a conservation easement and a drainage and utility easement over the primary zone of the Bluff Creek Overlay District. 4. Chanhassen Type 11 silt fence shall be provided adjacent to all areas to be preserved as buffer. The silt fence shall be installed in overlapping "J -hooks" to break up the sections and provide additional water and sediment retaining capacity. Erosion control blanket shall be installed on all slopes on site steeper than 3:1. The plans shall be revised to depict blanket locations and shall provide a detail for blanket installation. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed. The original condition of approval for the Conditional Use Permit for multiple buildings (up to 14) on one parcel is as follows: Development of the two buildings immediately adjacent to Audubon Road shall require a separate site plan review. If you have any questions or need additional information, please contact me at (952) 227-1131 or bp-enerous@ci.chanhassen.mn.us. Since Robert Generous,, AAIICP Senior Planner Enclosure ec: Kate Aanenson, Community Development Director Alyson Fauske, Assistant City Engineer Jerry Mohn, Building Official g\plan\2006 planning cases\06-34 autobahn motorpleMarnend approval letter.doc City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 gffOF (952) 227-1100 To: Bruno Silikowski 3615 Zircon Lane North Plymouth, MN 55446 Olo- 3=4 Invoice SALESPERSON DATE TERMS KTM 11/7/08 upon receipt QUANTITY DESCRIPTION UNIT PRICE AMOUNT 67 Property Owners List within 500' of Autobahn Motorplex Site located on $3.00 $201.00 Audubon Road in Chanhassen (67 labels) TOTAL DUE $201.00 NOTE: This invoice is in accordance with the Development Review Application submitted to the City by the Addressee shown above (copy attached) and must be paid prior to the public hearing scheduled for November 18, 2008. Make all checks payable to: City of Chanhassen Please write the following code on your check: Planning Case #06-34. If you have any questions concerning this invoice, call: (952)-227-1107. THANK YOU FOR YOUR BUSINESS! CITY OF CHANHASSEN CARVER & HENNEPIN COUNTIES NOTICE OF PUBLIC HEARING PLANNING CASE NO. 06-34 NOTICE IS HEREBY GIVEN that the Chanhassen Planning Commission will hold a public hearing on Tuesday, November 18, 2008, at 7:00 p.m. in the Council Chambers in Chanhassen City Hall, 7700 Market Blvd. The purpose of this hearing is to consider a request for an amendment to the Conditional Use Permits for development within the Bluff Creek Corridor and for multiple buildings (up to 14) on one parcel to permit the phased development of the project and allow for the incremental expansion or revision of the property line on property located on the west side of Audubon Road north of the Twin Cities and Western Railroad — AUTOBAHN MOTORPLEX. Applicant: Bruno J. Silikowski. 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/sere/plan/06-34A.html 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, Senior Planner Email: bgenerous@ci.chanhassen.mn.us Phone: 952-227-1131 (Publish in the Chanhassen Villager on November 6, 2008) SCANNED CITY OF CAANHASSEN 7700 Market Boulevafd PO Box 147 Chanhassen, MN 55317 Administration Phone: 952.227.1100 Fax: 952.227.1110 Building Inspections Phone, 952.227.1180 Fax: 952.227.1190 Engineering Phone: 952.227.1180 Fax: 952.227.1170 Rnance Phone: 952.227.1140 Fax: 952.227.1110 Park & Recreation Phone: 952.227.1120 Fax: 952.227.1110 Recreation Center 2310 Coulter Boulevard Phone: 952.227 1400 Fax: 952 227,1404 Planning & Natural Resources Phone: 952.227.1130 Fax: 952.227.1110 Public Woks 1591 Park Road Phone: 952.227.1300 Fax: 952.227.1310 soder Ce ter Phone: 952.227.1125 Fax: 952.227.1110 web site www.ci.chanhassennn, us MEMORANDUM TO: Todd Gerhardt, City Manager FROM: Bob Generous, Senior Planner DATE: December 8, 2008 6 SUBJ: Autobahn Motorplex Planning Case #06-34 Amendment PROPOSED MOTIONS "The Chanhassen City Council approves the amendment to the Conditional Use Permit for development within the Bluff Creek Corridor with a Variance to locate the stormwater pond within the Bluff Creek primary zone and to pemtit the phased development of the project and allow for the incremental expansion or revision of the property line, in conformance with the grading plans prepared by Sathre-Bergquist, Inc., dated 10-19-2006, subject to the conditions on page 8 of the staff report " And, "The Chanhassen City Council approves the amendment to the Conditional Use Permit for multiple buildings (up to 14) on one parcel and to permit the phased development of the project and allow for the incremental expansion or revision of the property line subject to the conditions on page 8 of the staff report.» City Council also adopts the attached Findings of Fact. City Council approval requires a simple majority vote. EXECUTIVE SUMMARY The developer is requesting an amendment to the Conditional Use Permits (CUP) approved for the project to permit the incremental revision of the project property line with the development of the project. The proposed amendment to the CUPS is a technical correction due to the proposed change in City ordinance. The building location and use of the project will not change. The site infrastructure, access road, sewer, storm water and water improvements are already in place. PLANNING COMMISSION SUMMARY The Planning Commission held a public hearing on November 18, 2008 to review the proposed amendment. The Planning Commission voted 7 for and 0 against a motion recommending approval of the CUP amendments. Chanhassen is a Community for Life - Providing fa Today and Planning forTanorrow Todd Gerhardt Autobahn Motorplex December 8, 2008 Page 2 of 2 The Planning Commission did not have any concerns or issues with the amendment. The Planning Commission minutes for November 18, 2008 are item la of the December 8, 2008 City Council packet. RECOMMENDATION Staff recommends adoption of the motion as specified on page 8 in the staff report dated November 18, 2008 approving the amendment to the CUPS for the Autobahn Motorplex project. ATTACHMENTS 1. Conditional Use Permit #2006-34A. 2. Planning Commission Staff Report Dated November 18, 2008. 3. Email and Response between Laurina Tofteland and Bob Generous dated 11/13/08. 4. Email and Response between Kandy Jelle and Bob Generous dated 11/09/08. g.\plan\2000 planning cases\06-34 autobahn maorplex\executive summary amenddoe CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA CONDITIONAL USE PERMIT #2006-34A 1. Permit. Subject to the terms and conditions set forth herein and in the previously approved Conditional Use Permit #2006-34, recorded on June 6, 2007 as Torrens Document No. T163177, the City of Chanhassen hereby grants a conditional use permit for the following uses: A. For development within the Bluff Creek Corridor with a Variance to locate the stormwater pond within the Bluff Creek primary zone and to permit the phased development of the project and allow for the incremental expansion or revision of the property line, in conformance with the grading plans prepared by Sathre-Bergquist, Inc., dated 10-19-2006, and B. For multiple buildings (up to 14) on one parcel and to permit the phased development of the project and allow for the incremental expansion or revision of the property line. 2. Property. The permit is for property situated in the City of Chanhassen, Carver County, Minnesota, and legally described as shown on the attached Exhibit A. 3. Conditions. The permit is issued for Autobahn Motorplex — Planning Case #06-34, with the following conditions and the conditions of the previously approved Conditional Use Permit #2006-34, recorded on June 6, 2007 as Torrens Document No. T163177: Conditional Use A: a. The Common Interest Community shall include the land within the Bluff Creek Primary zone within the common area of the site. Conditional Use B: a. Should the two building sites along Audubon Road develop with businesses unrelated to the Autobahn Motorplex Common Interest Community, then those sites shall be separated from the balance of the site into separate parcel(s). b. The development shall comply with the approved site plan for the project, plans prepared by Sathre-Bergquist, Inc., dated 10-19-2006. 4. Termination of Permit. The City may revoke the permit following a public hearing for violation of the terms of this permit. 5. Lapse. If within one year of the issuance of this permit the authorized construction has not been substantially completed or the use commenced, this permit shall lapse, unless an extension is granted in accordance with the Chanhassen Zoning Ordinance. 6. Criminal Penalty. Violation of the terms of this conditional use permit is a criminal misdemeanor. Dated: December 08, 2008 CITY OF CHANHASSEN (SEAL) 0kgI 7 STATE OF MINNESOTA ) ( ss COUNTY OF CARVER ) Tom Furlong, Mayor Todd Gerhardt, City Manager The foregoing instrument was acknowledged before me this_day of , 200_, by Thomas A. Furlong, 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 DRAFTED BY: City of Chanhassen P. O. Box 147 7700 Market Boulevard Chanhassen, MN 55317 (952)227-1100 EXHIBIT A Legal Description That part of the Southeast Quarter of Section 15, Township 116, Range 23, West of the 5`h Principal Meridian described as follows: Beginning at the Northeast corner of said Southeast Quarter thence on an assumed bearing of North 89 degrees 00 minutes 25 seconds West along the North line of said Southeast Quarter a distance of 2614.22 feet to the Northwest corner of said Southeast Quarter; thence South 00 degrees 59 minutes 45 seconds East along the west line of said Southeast Quarter a distance of 1766.11 feet; thence North 56 degrees 57 minutes 24 seconds East a distance of 669.01 feet; thence South 33 degrees 02 minutes 36 seconds East a distance of 39.63 feet; thence Northeasterly along a non-tangential curve concave to the Northwest having a radius of 1859.86 feet; a chord bearing North 49 degrees 43 minutes 26 seconds East of 394.93 feet; thence North 56 degrees 57 minutes 24 seconds east, not to last described curve a distance of 323.97 feet; thence South 35 degrees 03 minutes 24 seconds West a distance of 22.98 feet; thence Southwesterly 120.34 feet along a tangential curve to the right having a radius of 1959.86 feet; thence North 57 degrees 57 minutes 24 seconds East not tangent to the last described curve a distance of 1319.26 feet; thence North 33 degrees 02 minutes 36 seconds West a distance of 12.50 feet; thence North 56 degrees 57 minutes 24 seconds East a distance of 495.70 feet to the East line of said Section 15; thence North 1 degree 15 minutes 22 seconds West a distance of 72.51 feel along the east line of said Section 15 to the point of beginning, according to the Government Survey thereof,. Subject to easement for County State Aid Highway 17. EXCEPT which lies Westerly of Bluff Creek, the centerline of said creek described as follows: Commencing at the Northwest comer of the Southeast Quarter of Section 15, Township 116, Range 23 West of the 5`h principal Meridian; thence on an assumed bearing of South 89 degrees 00 minutes 25 seconds East, along the North line of said Southeast Quarter, a distance of 718.45 feet to the point of beginning of the centerline to be described: thence South 03 degrees 14 minutes 54 seconds West, a distance of 12.34 feet; thence South 12 degrees 17 minutes 21 seconds East a distance of 18.26 feet; thence South 86 degrees 42 minutes 32 seconds East, a distance of 66.41 feet; thence South 00 degrees I1 minutes 26 seconds East, a distance of 10.09 feet; thence South 26 degrees 53 minutes 49 seconds East, a distance of 11.25 feet; thence South 04 degrees 40 minutes 40 seconds East, a distance of 71.53 feet; thence South 08 degrees 34 minutes 33 seconds West, a distance of 513.32 feet; thence South 01 degrees 27 minutes 58 seconds East, a distance of 148.78 feet; thence South 08 degrees 14 minutes 13 seconds West, a distance of 114.78 seconds; thence South 30 degrees 49 minutes 36 seconds West, a distance of 256.50 feet; thence South 30 degrees 12 minutes 30 seconds West, a distance of 95.70 feet; thence South 22 degrees 09 minutes 40 seconds East, a distance of 29.71 feet; thence South 10 degrees 54 minutes 04 seconds West, a distance of 55.44 feet; thence South 14 degrees 39 minutes 10 seconds East, a distance of 15.14 feet; thence South 22 degrees 30 minutes 14 seconds West; a distance of 33.54 feet; thence South 08 degrees 36 minutes 50 seconds West, a distance of 40.11 feet; thence South 10 degrees 58 minutes 44 seconds West, a distance of 16.30 feet; thence South 33 degrees 58 minutes 55 seconds East, a distance of 3.27 feet to the point on the Northerly line of the Milwaukee, St. Paul and pacific Railroad, said point a distance of 586.57 feet Northeasterly of the Southwest comer of the above described property, as measured along said Northerly Railroad line, and said line there terminating. That part of the Southeast Quarter of the Northeast Quarter of Section 15, Township 116 Range 23 West of the 5`" Principal Meridian described as: Beginning in the Southeast corner of said Southeast Quarter of the Northeast Quarter; thence on an assumed bearing of North 89 degrees 00 minutes 25 seconds West along the south line of said Southeast Quarter of the Northeast Quarter a distance of 747.57 feet; thence North 35 degrees 03 minutes 24 seconds East, a distance of 1.50 feet; thence Northeasterly 1042.48 feet along a tangential curve to the right having a radius of 2814.79 feet to the East line of said Southeast Quarter of the Northeast Quarter; thence South 00 degrees 24 minutes 06 seconds East along the East line of said Southeast Quarter of the Northeast Quarter a distance of 738.57 feet to the point of beginning, according to Government Survey thereof. Subject to easement for County State Aid Highway No. 17. Torrens Certificate No 24463 11 PROPOSED MOTION: "The Chanhassen Planning Commission recommends approval of the amendment to the Conditional Use Permits to approve the phased development of the project and allow for the incremental expansion or revision of the property line, subject to the conditions on page 8 of the staff report." SUMMARY OF REQUEST: The developer is requesting an amendment to the Conditional Use Permits approved for the project to permit the incremental revision of the project property line with the development of the project. LOCATION: 8200 Audubon Road APPLICANT: Bruno J. Silikowski 3615 Zircon Lane North Plymouth, MN 55446 (612) 850-8398 PRESENT ZONING: IOP, Industrial Office Park 2020 LAND USE PLAN: ACREAGE: 38.7 acres Office/Industrial DENSITY: F.A.R. 0.10 LEVEL OF CITY DISCRETION IN DECISION-MAKING: The City has limited discretion in approving or denying conditional use permits, based on whether or not the proposal meets the conditional use permit standards outlined in the Zoning Ordinance. If the City finds that all the applicable conditional use permit standards are met, the permit must be approved. This is a quasi-judicial decision. PROPOSAL/SUMMARY The applicant is requesting an amendment to the Conditional Use Permits which were approved for the project to specifically approve the phased development of the project and allow for the incremental expansion or revision of the property line. This amendment is in response to the City amending the zoning code to revoke the Conditional Use Permits if the property line is revised or changed. Section 20-237 (a) Failure to comply with any condition set forth in a conditional use permit shall be a misdemeanor or a subdivision of the parcel under the Conditional Use Permit that {CANNED Location Map (Subject Property Highlighted in Yellow) Autobahn Motorplex Planning Case 2006-34 Planning Commission Autobahn Motorplex 06-34 November 18, 2008 Page 2 of 8 would materially affect the approved CUP, including but not limited to reduction of lot size, hard surface cover, etc., and shall else constitute sufficient cause for the revocation of the conditional use permit by the city council following a public hearing. The property owner shall be notified in advance of the city council's review of the permit. The site is bounded to the north by General Mills, to the east by Audubon Road and the City's Public Works facility, to the south by the Twin Cities and Western Railroad and Chanhassen Business Park and to the west by Bluff Creek and Creekside, a single-family residential subdivision. The clubhouse will be approximately a quarter mile from the nearest single-family home in Creekside. The nearest storage building is 520 feet to the western property line plus approximately 200 feet from the property line to the nearest home. The developer was approved for the construction of a condominium -style storage facility for automobile enthusiasts and collectors, which will included a clubhouse and museum building for members to meet and showcase automobiles. Site plan review was performed for a total of 12 buildings consisting of 11 storage buildings with a total square footage of approximately 162,000 square feet and the clubhouse and museum building of approximately 15,000 square feet, including a small office area above the clubhouse. The entrance to the facility will be gated and a fence will be installed around the storage building facilities. Fencing will consist of aluminum or steel construction and be wrought iron in appearance. Maximum fence height is eight feet. Fencing shall also be installed at the extreme western edge of the property across the old farm access at Bluff Creek. The proposed hours of general operation of the facility is from 7:00 a.m. to 8:00 p.m. daily, which includes access to the clubhouse, communal washing facilities and the assisted car maintenance for owners. The general public will not have access to the site. The owners will have access to their storage units at any time. Car shows or manufacturers' displays, club meetings, e.g. Porsche Club, BMW Club, etc., and corporate meetings would occur occasionally, but be limited to the normal business hours. If these events are limited to the association members, then a special event permit is not required. However, if these events are open to the public, then a special event permit will be required. The intention of the facility is to permit high-end car owners to be able to store, work on and be around other car enthusiasts. The majority of the cars will be street legal. Due to the hours of operation and the type of proposed site uses, noise is not anticipated to be an issue. Planning Commission Autobahn Motorplex 06-34 November 18, 2008 Page 3 of 8 Two building pads are proposed near the entrance to the site off Audubon Road. The City did not perform site plan review for these sites. Prior to their development, a separate site plan review process will be required. The uses of the buildings would be as allowed in the IOP zoning district. The proposed development will be developed as a Common Interest Community, CIC, rather than being subdivided into separate lots and blocks. The storage units will be owned individually. However, all "members" will own the common land. Phase I CIC area In conjunction with the completion of the first phase of the development, the applicant created a parcel around the perimeter of the area and established a Common Interest Community, CIC, for the buildings and common area improvements. With each additional phase of development, the CIC is intended to be expanded to incorporate the buildings and common areas for that phase of the project. This parcel is partially encumbered by the Bluff Creek Overlay District. Section 20-1255 of the Chanhassen City Code requires a conditional use permit (CUP) for all development within the Bluff Creek Corridor. Staff has reviewed the mapped primary zone boundary and adjusted the boundary based on site conditions. The applicant has located the storm water pond adjacent to and encroaching in the primary zone. The encroachment into the primary zone was approved with a variance in the original CUP. The proposed amendment to the Conditional Use Permits is a technical correction due to the proposed change in City ordinance. The building location and use of the project will not change. The site infrastructure, access road, sewer, storm water and water improvements are already in / yetis• r �Jy ��- Phase I CIC area In conjunction with the completion of the first phase of the development, the applicant created a parcel around the perimeter of the area and established a Common Interest Community, CIC, for the buildings and common area improvements. With each additional phase of development, the CIC is intended to be expanded to incorporate the buildings and common areas for that phase of the project. This parcel is partially encumbered by the Bluff Creek Overlay District. Section 20-1255 of the Chanhassen City Code requires a conditional use permit (CUP) for all development within the Bluff Creek Corridor. Staff has reviewed the mapped primary zone boundary and adjusted the boundary based on site conditions. The applicant has located the storm water pond adjacent to and encroaching in the primary zone. The encroachment into the primary zone was approved with a variance in the original CUP. The proposed amendment to the Conditional Use Permits is a technical correction due to the proposed change in City ordinance. The building location and use of the project will not change. The site infrastructure, access road, sewer, storm water and water improvements are already in Planning Commission Autobahn Motorplex 06-34 November 18, 2008 Page 4 of 8 place. Staff is recommending approval of the amendment to the Conditional Use Permits with the continuation of the original conditions of approval below and the additional conditions contained in the staff report. The conditional use permits were issued for Autobahn MotorPlex, Planning Case #06-34, with the following conditions: Conditional Use Permit for Development in the Bluff Creek Corridor: a. The plans shall be revised to show the correct Bluff Creek Overlay District primary zone boundary. Additionally, the primary zone boundary shall be terminated at the property lines for the subject property because the above description of the primary zone boundary is not an accurate description of the primary zone on adjacent properties. Signage for the Bluff Creek Overlay District shall be posted at least every 300 feet along the primary zone boundary. b. The applicant shall develop a restoration plan for the upland areas within the primary zone that includes native plants for the Bluff Creek Overlay District. The plant species shall be selected from the Bluff Creek Management Plan Appendix C. The final plan shall be reviewed and approved by the City before installation. c. The property owner shall dedicate a conservation easement and a drainage and utility easement over the primary zone of the Bluff Creek Overlay District. d. Chanhassen Type II silt fence shall be provided adjacent to all areas to be preserved as buffer. The silt fence shall be installed in overlapping "J -hooks" to break up the sections and provide additional water and sediment retaining capacity. e. Erosion control blanket shall be installed on all slopes on site steeper than 3:1. The plans shall be revised to depict blanket locations and shall provide a detail for blanket installation. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed. Conditional Use Permit for Multiple Buildings on One Lot: a. Development of the two buildings immediately adjacent to Audubon Road shall require a separate site plan review. APPLICABLE REGUATIONS Chapter 20, Article IV, Conditional Use Permits Section 20-902, Multiple Principal Buildings on the Same Lot Chapter 20, Article )OM, Bluff Creek Overlay District Planning Commission Autobahn Motorplex 06-34 November 18, 2008 Page 5 of 8 BACKGROUND On December 11, 2006, the Chanhassen City Council approved the following: A. Rezoning of the western portion of the site from Agricultural Estate District, A2, to Industrial Office Park, IOP. B. Conditional Use Permit for development within the Bluff Creek Corridor with a Variance to locate the stone water pond within the Bluff Creek primary zone. C. Conditional Use Permit for multiple buildings (up to 14) on one parcel. D. Site Plan for 12 buildings (one clubhouse/museum building and 11 storage buildings totaling approximately 177,000 square feet of building area). CONDITIONAL USE PERMITS There are two conditional use permits which were approved for the project. The first CUP deals with development within the Bluff Creek Corridor. The second CUP deals with multiple primary structures on one parcel or lot. BLUFF CREEK OVERLAY DISTRICT The City of Chanhassen established the Bluff Creek Overlay District by ordinance in 1998 to protect the Bluff Creek Corridor, wetlands, bluffs and significant stands of mature trees through the use of careful site design and other low -impact practices. This parcel is partially encumbered by the Bluff Creek Overlay District. Section 20-1255 of the Chanhassen City Code requires a conditional use permit for all development within the Bluff Creek Corridor. The Bluff Creek Corridor primary zone is located on the western portion of the property. The Primary Corridor is designated open space. All structures must meet a 40 -foot structural setback from the Primary Corridor boundary as required by Chanhassen City Code. In addition, no grading is allowed within the first 20 feet of the Primary Corridor. The development plans proposed alteration within the primary zone of the Bluff Creek Overlay District and within the 20 -foot buffer area adjacent to the primary zone. The grading was for the construction of the storm water pond and to accommodate buildings and drive areas adjacent to the primary zone. A variance was approved to permit the encroachment into the primary zone. Bluff Creek is entirely within the City of Chanhassen. It provides a unique blend of habitat, vegetation and recreational opportunities through the center of the City. In December 1996, the City of Chanhassen adopted the Bluff Creek Watershed Natural Resources Management Plan (BCWNRMP). The plan was the culmination of several years of study and planning focused on protecting the natural and recreational resources provided by the Bluff Creek corridor. The Planning Commission Autobahn Motorplex 06-34 November 18, 2008 Page 6 of 8 BCWNRMP recommended the establishment of a primary zone (the creek, riparian wetlands, associated steep slopes, native vegetation) and a secondary zone (other undeveloped portions of the watershed) as a tool to help protect the creek's natural resources. The primary and secondary zones were mapped at that time using aerial photography to provide staff and the public with a general idea of where the zones would lie. Generally, properties within the Bluff Creek Overlay District are subject to the following requirements: 1. A conditional use permit (CUP) is required prior to all subdivision, site plans, land alteration and building within the Bluff Creek Overlay District. 2. Bluffs must be preserved as set forth in Article XXVIII of City Code. 3. Density transfer can be used to cluster development in areas where the location of the primary zone makes portions of the site unsuitable for development. 4. Natural habitat areas within the primary zone must be preserved as open space. 5. The primary zone must be 100 percent open space. 6. All structures must be set back at least 40 feet from the primary zone. 7. The first 20 feet of the setback from the primary zone cannot be disturbed. Generally, the Bluff Creek primary corridor can be demarcated on the subject property by the 908 contour, excepting the portion of Wetland 1 that is incidental. In addition to the land below the 908 contour, the primary corridor includes a small upland area located west of the clubhouse. Due to the significant stand of trees and close proximity to the creek, the primary corridor also includes the wooded knoll in the southwest comer of the property that is bounded by the 908 contour and the railroad tracks. The City has been granted a conservation easement over the primary zone area of the parcels. The proposed amendment to the CUP should not impact the Bluff Creek Corridor. Staff recommends that the primary zone be incorporated within the common area of the CIC. MULTIPLE BUILDINGS ON ONE PARCEL Section 20-902 of the Chanhassen City Code permits the groupings of buildings on a single parcel through the conditional use permit process. Development layout and building design intent is for creating a sense of community amongst the association members. One aspect of accomplishing this is by dividing the building square Planning Commission Autobahn Motorplex 06-34 November 18, 2008 Page 7 of 8 footage into 14 relatively small buildings that fit in and follow the lot contours as opposed to 2 or 3large sprawling buildings. The proposed development will be developed as a Common Interest Community, CIC, rather than being subdivided into separate lots and blocks. The storage units will be owned individually. However, all "members" will own the common land. In establishing the CIC for the development, a separate parcel was created around the first phase of the project. With each additional phase of development, the CIC is expanded to encompass the new buildings and associated common area (driveways). The second phase of the development included the clubhouse building. The third phase will include an additional garage building. Staff is recommending that the open space on the western portion of the property be mrorMMNSSa ..'v incorporated in the CIC wrth the second and third phases of the development. The continuation and expansion of the CIC, in conformance with the original intent of the project, would be in violation of the ordinance amendment for conditional use permits. Therefore, the CUP must be amended to accommodate the phased expansion of the CIC. Additionally, the applicant may decide to split off the front two building sites should market conditions make it advisable for the owner. This could be accomplished either administratively by creating a separate five -acre parcel of the front two building sites or through the subdivision process whereby separate building sites could be created as lots. The front building sites do not currently have site plan approval and any development on these building sites would require site plan review. RECOMMENDATION Staff and the Planning Commission recommends that the Planning Geffwaiss City Council adopt the following motions and adoption of the attached findings of fact and recommendation: "The Chanhassen City Council approves the amendment to the Conditional Use Permit for development within the Bluff Creek Corridor with a Variance to locate the storm water pond within the Bluff Creek primary zone to permit the I Planning Commission Autobahn Motorplex 06-34 November 18, 2008 Page 8 of 8 phased development of the project and allow for the incremental expansion or revision of the property line, in conformance with the grading plans prepared by Sathre-Bergquist, Inc., dated 10- 19-2006, subject to original conditions of approval and the following condition: 1. The Common Interest Community shall include the land within the Bluff Creek Primary zone within the common area of the site." And, "The Chanhassen Planning Commission that the City Council approves the amendment to the Conditional Use Permit for multiple buildings (up to 14) on one parcel to permit the phased development of the project and allow for the incremental expansion or revision of the property line subject to the original condition of approval and the following conditions: Should the two building sites along Audubon Road develop with businesses unrelated to the Autobahn MotorPlex Common Interest Community, then those sites shall be separated from the balance of the site into separate parcel(s). 2. The development shall comply with the approved site plan for the project, plans prepared by Sathre-Bergquist, Inc., dated 10-19-2006." ATTACHMENTS 1. Findings of Fact and Recommendation. 2. Development Review Application. 3. Reduced Copy Site Plan. 4. Public Hearing Notice and Mailing List. e:\plan\2006 planning casest06-34 autobahn rnotorptexVmff report autobahn motorplex amend dtx CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION Application of Bruno J. Silikowski for an amendment to the Conditional Use Permit for development within the Bluff Creek Corridor and the Conditional Use Permit for multiple buildings (up to 14) on one parcel — Planning Case 06-34. On November 18, 2008, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Bruno J. Silikowski for development approval to build Autobahn Motorplex. The Planning Commission conducted a public hearing on the proposed development preceded by published and mailed notice. The Planning Commission heard testimony from all interested persons wishing to speak and now makes the following: FINDINGS OF FACT 1. The property is currently zoned Industrial Office park, IOP. 2. The property is guided in the Land Use Plan for Office/Industrial and Parks and Open Space. 3. The legal description of the property is: See Exhibit A. 4. Conditional Use Permits: a. The proposed use will not be detrimental to the public health, safety, comfort, convenience or general welfare of the neighborhood or the city. b. The proposed use will be consistent with the objectives of the citys comprehensive plan and the zoning ordinance. c. The proposed use will be designed, constructed, operated and maintained so to be compatible in appearance with the existing or intended character of the general vicinity and will not change the essential character of that area. d. The proposed use will not be hazardous or disturbing to existing or planned neighboring uses. e. The proposed use will be served adequately by essential public facilities and services, including streets, police and fire protection, drainage structures, refuse disposal, water and sewer systems and schools; or will be served adequately by such facilities and services provided by the persons or agencies responsible for the establishment of the proposed use. f. The proposed use will not create excessive requirements for public facilities and services and will not be detrimental to the economic welfare of the community. g. The proposed use 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 use will have vehicular approaches to the property which do not create traffic congestion or interfere with traffic or surrounding public thoroughfares. i. The proposed use will not result in the destruction, loss or damage of solar access, natural, scenic or historic features of major significance. j. The proposed use will be aesthetically compatible with the area. k. The proposed use will not depreciate surrounding property values. 1. The proposed use will meet standards prescribed for certain uses as provided in the zoning ordinance with the granting of a variance for the storm water pond within the Bluff Creek primary zone. 6. The planning report #06-34 dated November 18, 2008, prepared by Robert Generous is incorporated herein. The Planning Commission recommends that the City Council approve the Autobahn Motorplex development amendment to the Conditional Use Permit for development within the Bluff Creek Corridor with a Variance to locate the storm water pond within the Bluff Creek primary zone, and the Conditional Use Permit for multiple buildings (up to 14) on one parcel. ADOPTED by the Chanhassen Planning Commission this 18th day of November, 2008. CHANHASSEN PLANNING COMMISSION mm Its Chairman EXHIBIT A Legal Description That part of the Southeast Quarter of Section 15, Township 116, Range 23, West of the 5a' Principal Meridian described as follows: Beginning at the Northeast comer of said Southeast Quarter thence on an assumed bearing of North 89 degrees 00 minutes 25 seconds West along the North line of said Southeast Quarter a distance of 2614.22 feet to the Northwest comer of said Southeast Quarter; thence South 00 degrees 59 minutes 45 seconds East along the west line of said Southeast Quarter a distance of 1766.11 feet; thence North 56 degrees 57 minutes 24 seconds East a distance of 669.01 feet; thence South 33 degrees 02 minutes 36 seconds East a distance of 39.63 feet; thence Northeasterly along a non-tangential curve concave to the Northwest having a radius of 1859.86 feet; a chord bearing North 49 degrees 43 minutes 26 seconds East of 394.93 feet; thence North 56 degrees 57 minutes 24 seconds east, not to last described curve a distance of 323.97 feet; thence South 35 degrees 03 minutes 24 seconds West a distance of 22.98 feet; thence Southwesterly 120.34 feet along a tangential curve to the right having a radius of 1959.86 feet; thence North 57 degrees 57 minutes 24 seconds East not tangent to the last described curve a distance of 1319.26 feet; thence North 33 degrees 02 minutes 36 seconds West a distance of 12.50 feet; thence North 56 degrees 57 minutes 24 seconds East a distance of 495.70 feet to the East line of said Section 15; thence North I degree 15 minutes 22 seconds West a distance of 72.51 feel along the east line of said Section 15 to the point of beginning, according to the Government Survey thereof,. Subject to easement for County State Aid Highway 17. EXCEPT which lies Westerly of Bluff Creek, the centerline of said creek described as follows: Commencing at the Northwest comer of the Southeast Quarter of Section 15, Township 116, Range 23 West of the 5`s principal Meridian; thence on an assumed bearing of South 89 degrees 00 minutes 25 seconds East, along the North line of said Southeast Quarter, a distance of 718.45 feet to the point of beginning of the centerline to be described: thence South 03 degrees 14 minutes 54 seconds West, a distance of 12.34 feet; thence South 12 degrees 17 minutes 21 seconds East a distance of 18.26 feet; thence South 86 degrees 42 minutes 32 seconds East, a distance of 66.41 feet; thence South 00 degrees 1 I minutes 26 seconds East, a distance of 10.09 feet; thence South 26 degrees 53 minutes 49 seconds East, a distance of 11.25 feet; thence South 04 degrees 40 minutes 40 seconds East, a distance of 71.53 feet; thence South 08 degrees 34 minutes 33 seconds West, a distance of 513.32 feet; thence South 01 degrees 27 minutes 58 seconds East, a distance of 148.78 feet; thence South 08 degrees 14 minutes 13 seconds West, a distance of 114.78 seconds; thence South 30 degrees 49 minutes 36 seconds West, a distance of 256.50 feet; thence South 30 degrees 12 minutes 30 seconds West, a distance of 95.70 feet; thence South 22 degrees 09 minutes 40 seconds East, a distance of 29.71 feet; thence South 10 degrees 54 minutes 04 seconds West, a distance of 55.44 feet; thence South 14 degrees 39 minutes 10 seconds East, a distance of 15.14 feet; thence South 22 degrees 30 minutes 14 seconds West; a distance of 33.54 feet; thence South 08 degrees36 minutes 50 seconds West, a 3 distance of 40.11 feet; thence South 10 degrees 58 minutes 44 seconds West, a distance of 16.30 feet; thence South 33 degrees 58 minutes 55 seconds East, a distance of 3.27 feet to the point on the Northerly line of the Milwaukee, St. Paul and pacific Railroad, said point a distance of 586.57 feet Northeasterly of the Southwest corner of the above described property, as measured along said Northerly Railroad line, and said line there terminating. That part of the Southeast Quarter of the Northeast Quarter of Section 15, Township 116 Range 23 West of the 5`h Principal Meridian described as: Beginning in the Southeast comer of said Southeast Quarter of the Northeast Quarter; thence on an assumed bearing of North 89 degrees 00 minutes 25 seconds West along the south line of said Southeast Quarter of the Northeast Quarter a distance of 747.57 feet; thence North 35 degrees 03 minutes 24 seconds East, a distance of 1.50 feet; thence Northeasterly 1042.48 feet along a tangential curve to the right having a radius of 2814.79 feet to the East line of said Southeast Quarter of the Northeast Quarter; thence South 00 degrees 24 minutes 06 seconds East along the East line of said Southeast Quarter of the Northeast Quarter a distance of 738.57 feet to the point of beginning, according to Government Survey thereof. Subject to easement for County State Aid Highway No. 17. Torrens Certificate No 24463 4 PLEASE PRINT CITY OF CHANHASSEN 7700 Market Boulevard — P.O. Box 147 Chanhassen, MN 55317 — (952) 227-1100 DEVELOPMENT REVIEW APPLICATION Applicant Name and Address: uNo�rcr�co <rr 36/S �rrzc� LN l�1 Contact: saW,6 Phone: 6/s 850 8398 Fax: Email: &SurxoL SsgtoAurokAo-satyL&-.�leoA. Planning Case No. oco M OL,, �U bah r\ (-Y106rp t->< Owner Name and Address: SA^ - C Phone: Fax: Email: NOTE: Consultation with City staff is required prior to submittal, including review of development plans Comprehensive Plan Amendment /Conditional Use Permit (CUP) Interim Use Permit (IUP) Non -conforming Use Permit Planned Unit Development* Rezoning Sign Permits Sign Plan Review Site Plan Review (SPR)* Subdivision* Temporary Sales Permit Vacation of Right-of-Way/Easements (VAC) Variance (VAR) Wetland Alteration Permit (WAP) Zoning Appeal Zoning Ordinance Amendment Notification Sign - $200 (City to install and remove) X Escrow for Filing Fees/Attorney Cost' - $50 CUP/SPRNACNARANAP/Metes & Bounds - $450 Minor SUB TOTAL FEE $�.N& ✓td An additional fee of $3.00 per address within the public hearing notification area will be invoiced to the applicant prior to the public hearing. *Sixteen (16) full-size folded copies of the plans must be submitted, including an 8%" X 11" reduced copy for each plan sheet along with a digital copy in TIFF -Group 4 (*.tif) format. **Escrow will be required for other applications through the development contract. Building material samples must be submitted with site plan reviews. NOTE: When multiple applications are processed, the appropriate fee shall be charged for each application. PROJECT NAME: r-� V -FO / �7olLP t K LOCATION: so'% (;-�, LEGAL DESCRIPTION AND PID: TOTAL ACREAGE: ^ 14 O WETLANDS PRESENT: X YES NO PRESENT ZONING: ; O P REQUESTED ZONING: I G F PRESENT LAND USE DESIGNATION: REQUESTED LAND USE DESIGNATION: REASON FOR REQUEST: 2,,-�ZA�—C1✓ —(7-4C tq,9X'-, FOR SITE PLAN REVIEW: Include number of existing employees: and new employees: This application must be completed in full and be typewritten or clearly printed and must be accompanied by all information and plans required by applicable City Ordinance provisions. Before fling this application, you should confer with the Planning Department to determine the specific ordinance and procedural requirements applicable to your application. 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. This is to certify that I am making application for the described action by the City and that I am responsible for complying with all City requirements with regard to this request. 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 have attached a copy of proof of ownership (either copy of Owner's Duplicate Certificate of Title, Abstract of Title or purchase agreement), or I am the authorized person to make this application and the fee owner has also signed 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. The documents and information I have submitted are true and correct to the best of my knowledge. Signature of App Irani Date Signature of Fe ner Date G:\PLAN\Forms\Development Review Applic flon.DOC Rev. 1/08 PROJECT NAME: A JTO LNpT P lJ=,>< LOCATION: Sa.clo 4jbu b-OQ (; a� LEGAL DESCRIPTION AND PID: TOTAL ACREAGE: ^ q WETLANDS PRESENT: X YES NO PRESENT ZONING: ) O p REQUESTED ZONING: / O r PRESENT LAND USE DESIGNATION: REQUESTED LAND USE DESIGNATION: REASON FOR REQUEST: 5E -E d TAC NE1'3, FOR SITE PLAN REVIEW: include number of existing employees: and new employees: This application must be completed in full and be typewritten or clearly printed and must be accompanied by all information and plans required by applicable City Ordinance provisions. Before filing this application, you should confer with the Planning Department to determine the specific ordinance and procedural requirements applicable to your application. 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. This is to certify that I am making application for the described action by the City and that I am responsible for complying with all City requirements with regard to this request. 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 have attached a copy of proof of ownership (either copy of Owner's Duplicate Certificate of Title, Abstract of Title or purchase agreement), or I am the authorized person to make this application and the fee owner has also signed 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. The documents and information I have submitted are true and correct to the best of my knowledge. Signature of App idant Date Signature of F " Date GAPLAMForms\Development Review Application.DOC Rev. 1/08 My purpose in writing is to ask you to confirm and legitimize the original CUP (Conditional use permit) on 12/20/06, which approved the incremental expansion/or phasing of the Auto Motorplex project, and was agreed upon between the City and myself. The City's pending "ordinance change" would void the CUP because of the stipulations that lot lines may not be altered. This has the potential to dramatically negatively impact the financial viability of my project. The issue with the pending "city ordinance change" will be that whenever I add an additional building to the CIC (Common Interest Community) it will effect the lot lines and my current CUP would be negated. I would have to apply to the Planning Commission and City Council for another CUP, costing time, money and the potential that I could be shut down as a business. The original CUP that was granted was for development within the Bluff Creek corridor and the construction of up to 14 buildings on one lot. The concept of phasing the construction of the buildings is what was originally communicated to Planning and Council, and was approved to in December of 2006. The reason for request is to amend the current CUP in order to continue to permit the incremental expansion/or phasing of the project. In other words, adding one or more buildings at a time to the CIC as demand warrants and the ability to administratively create a minimum 5 acre parcel and/or sub divide the easterly portion of the property to create two individual lots as permitted by State and City Statutes, this section of the property is high -lighted in the attached site map. With the pending "change in City ordinance", this amendment will keep the original development project plan in place but address the negative impact of the pending change in ordinance. I request your approval of this amendment to the CUP LOCATION PAAP AUTO MOTORPLEX Minimum 5 acre parcel Currently Built DEVELOPER AMUMPIP MoOrPI". LLC rr 0000" 3615 br� Lam NOW, PtympjM. MN 56446 MOUNT SAIHREBENGQUIST INC. ,{ 17 P.N& II DEVELOPER AMUMPIP MoOrPI". LLC rr 0000" 3615 br� Lam NOW, PtympjM. MN 56446 MOUNT SAIHREBENGQUIST INC. ,{ 17 UTLI - UTILITY PLAN 1` J I i GP GRADING, DRAINAGE, 6 EROSION CONTROL PIAN Y V MNbB N U� 'i (7 1 (7 COLu W F - (n 9 �r w j � o O W � C Z y ED Q SP� SP 71 ----- .4`8.4`8 _ -` JI w DEVELOPER' '> • I �>r AubbeM MolaP LLC ' �--�_-_- - T•_ m y i Attn: Bruno Silikawski 3615 Lrcon Lane North Plymouth, MN 55466 Ph 612415(L&IM ♦ I � ` igm ♦ LOCATION MAP S 1 � �•� . 9 I _ eJ�P I i --� I PROPOSED ZONING - -_ .. .Y 1✓' ` ` rte`— -' i '�t ```� 1 IOP - INDUSTRIAL OFFICE PARK DISTRICT `w� 6 p -------- __ice_ r �qN JUN RXI&a I PLAN SET - r SP - SITE PLAN UTLI - UTILITY PLAN 1` J I i GP GRADING, DRAINAGE, 6 EROSION CONTROL PIAN Y V MNbB N U� 'i (7 1 (7 COLu W F - (n 9 �r w j � o O W � C Z y ED Q SP� SP CITY OF CHANHASSEN AFFIDAVIT OF MAILING NOTICE STATE OF MINNESOTA) ) ss. COUNTY OF CARVER ) I, Karen J. Engelhardt, being first duly sworn, on oath deposes that she is and was on November 6, 2008, 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 Autobahn Motorplex — Planning Case No. 06-34 to the persons named on attached Exhibit "A", by enclosing a copy of said notice in an envelope addressed to such owner, and depositing the envelopes addressed to all such owners in the United States mail with postage fully prepaid thereon; that the names and addresses of such owners were those appearing as such by the records of the County Treasurer, Carver County, Minnesota, and by other appropriate records. Subscribed and sworn to before me this (,2+ day of (JoVenaba,r— , 2008. NotaryVUbfiq +'# KIM T. MEUWISSEN 0 y Notary Public -Minnesota My Commission E%pires Jan 31, 2010 Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, November 18, 2008 at 7:00 p.m. This hearing may not start until later in the evening,depending on the order of theagenda. Location: City Hall Council Chambers, 7700 Market Blvd. Request for Amendment to the Conditional Use Permits for development within the Bluff Creek Corridor and for multiple buildings Proposal: (up to 14) on one parcel to permit the phased development of the project and allow for the incremental expansion or revision of the roe line: AUTOBAHN MOTORPLEX — Planning Case 06-34. Applicant: Bruno J. Silikowski Property West side of Audubon Road north of Twin Cities & Western Railroad 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 What Happens 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 ro'ect. If you want to see the plans before the meeting, please visit the City's projects web page at: www.cl.chanhassen.mn.us/serv/plan/06-34A.html. If you wish to talk to someone about this project, please contact Bob Generous by Questions & email at bcenerous(Rci.chanhassen.mmus or by phone at 952 -227 - Comments: 1131. If you choose to submit written comments, it is helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this item will be available online on the project web site listed above the Thursday prior to the Planning Commission meeting. City Review Procedure; • Subdivisions, Planned Unit Developments. Site Plan Reviews, Conditional and Interim Uses, Wetland Alterations, Rezonings, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within 500 feet of the subject site to be notified of the application in writing. Any interested party is invited to attend the meeting. • Staff prepares a report on the subject application that includes all pertinent Information and a recommendation. These reports are available by request, At the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation. The item will be opened for the public to speak about the proposal as a part of the hearing process. The Commission will close the public hearing and discuss the item and make a recommendation to the City Council. The City Council may reverse, affirm or modify wholly or partly the Planning Commission's recommendation. Rezonings, land use and code amendments take a simple majority vote of the City Council except rezonings and land use amendments from residential to commercial/industrial. • Minnesota State Statute 519.99 requires all applications to be processed within 60 days unless the applicant waives this standard. Some applications due to their complexity may take several months to complete. Any person wishing to follow an item through the process should check with 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 meet with the neighborhood regarding their proposal. Staff is also available to review the project with any interested person(s). • Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondence regarding the application will be included in the report to the City Council. If you wish to have something to be included in the report, lease contact the Planning Staff person named on the notification. Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, November 18, 2008 at 7:00 p.m. This hearing may not start until later in the evening, depending on the order of theage da. Location: City Hall Council Chambers, 7700 Market Blvd. Request for Amendment to the Conditional Use Permits for development within the Bluff Creek Corridor and for multiple buildings Proposal: (up to 14) on one parcel to permit the phased development of the project and allow for the incremental expansion or revision of the roe line: AUTOBAHN MOTORPLEX — Planning Case 06-34. Applicant: Bruno J. Silikowski Property West side of Audubon Road north of Twin Cities & Western Railroad 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 What Happens hearing through the following steps: 1 • Staff will give an overview of the proposed project. at the Meeting: 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the project. If you want to see the plans before the meeting, please visit the City's projects web page at: www.ci.chanhassen.mn.us/serv/i)lan/0`6-34A.html. If you wish to talk to someone about this project, please contact Bob Generous by Questions & email at boenerous@ci.chanhassen.mn.us or by phone at 952 -227 - Comments: 1131. If you choose to submit written comments, it is helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this item will be available online on the project web site listed above the Thursday prior to the Planning Commission meeting. City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Welland Alterations, Rezonings, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within 500 feet of the subject site to be notified of the application in writing, Any interested party is invited to attend the meeting. • Staff prepares a report on the subject application that includes all pertinent information and a recommendation. These reports are available by request. At the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation. The item will be opened for the public to speak about the proposal as a part of the hearing process, The Commission will close the public hearing and discuss the item and make a recommendation to the City Council. The City Council may reverse, affirm or modify wholly or partly the Planning Commission's recommendation. Rezonings, land use and code amendments take a simple majority vote of the City Council except rezonings and land use amendments from residential to commerciallndustrial. • 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 meet with the neighborhood regarding their proposal. Staff is also available to review the project with any interested person(s). • Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondence regarding the application will be included in the report to the City Council. If you wish to have something to be included in the report, lease contact the Plannino Staff person named on the notification. Coat I HIS rr®p Is teener a tagally recoraea map nor a Survey and is not amended to be use0 u ore. TINS man is a connalabm of recm is mm hor"on and nate Ior dwn in vwdrarw riry mv'mv erne WO feces anises 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 tots map are error free, and the City does not represent that Me GIS Data can be used for navigational, tracking or any other purpose requinng a aictirg measurement of distance or direction or precision in de depiction d geographic features. H errors or dscrepancies are found pease contact 952-227-1107. The preceding disclaimar is provided pursuarn to Minnesota Statutes §466.03, Subd. 21 (2000), and Me user of this map acknowledges that the Dry shell not be liade for any damal and e>rpressly waives all daims, and agrees to defend. indemnity, and hdtl moriess the City from any and all chains brought by User, its eltployees or agents, or Mird parties which ansa out d the uses access or use of data provided. Dbelairawr: This map is neither a legally, recorded map nor a survey and is not intended to be used as one TMe .e e.a. .,.......tet..... .....r a,., i.....,.,.w............... --i- and taderel orcices and other sources regarding the area shown. and is to be used for reference purposes only. The City does not warrant Mat the Geograpsc Inlormation System (GIS( Data used to prepare IMS Map are error free, and the City does not represent Mal Me GIS Data can be used for navigational, backing or any oMer purpose requiring eaachW measurement of distance or direction or predslon in the depiction of geographic features. 9 errs or dscrepancme era found please contact 952-227-1107. The preceding disclaimer is provrded pursuant to Minnesota Statutes §466.03, Subd. 21 (2000), and the user d this map acknowledges that the City She not be liable for any damages. and etpres9ly waives all blains, and agrees to delete, indemnity, and hdtl hamiess Me City from any and all dams brought by User, its employees or agents, or third parties wf ich anse out CO the users access or use of data provided. RETAIL TECH LLC MARTIN L & LYNNE M MODAFFARI CHRISTOPHER N & PAIGE M GILES 1501 PARK RD 8151 STONE CREEK DR 8180 STONE CREEK DR CHANHASSEN , MN 55317 -9520 CHANHASSEN . MN 55317 -7416 CHANHASSEN . MN 55317 -7416 RICHARD C & LISA N HART RANDY & KATE MORONEY TIMOTHY F & LYNN M GOSSFELD 8249 STONE CREEK DR 8384 STONE CREEK DR 8377 STONE CREEK DR CHANHASSEN , MN 55317 -7414 CHANHASSEN , MN 55317 -7417 CHANHASSEN , MN 55317 -7417 MICHAEL S HENRYDAVID W &SHEILA AUGUSTINE MATTHEW WRIGHT & 8401 STONE CREEK DR 2000 STONE CREEK DR ANN WRIGHT CHANHASSEN , MN 55317 -7422 CHANHASSEN , MN 55317 -7410 8126 STONE CREEK DR CHANHASSEN , MN 55317 -7416 MICHAEL J & DARLENE M LEONARD CHAD E & LINDA S NELSON DANIEL NORMAN PFEIFFER TRUSTEES OF TRUST 8135 STONE CREEK DR 1950 BLUFF VIEW CT 8129 STONE CREEK DR CHANHASSEN,MN 55317-7416 CHANHASSEN , MN 55317 -7416 CHANHASSEN , MN 55317 -7421 GREG D & BETH M MEISEL STEVEN & TISHA HAWKES SCOTT ALAN JESSE & 8141 STONE CREEK DR 8162 STONE CREEK DR NICOLE CHRISTINE JESSE CHANHASSEN , MN 55317 -7416 CHANHASSEN , MN 55317 -7416 8198 STONE CREEK DR CHANHASSEN . MN 55317 -7416 JEFFREY W & LYNN S T HEITNER GLEN P & REBECCA A GAUERKE RICHARD M GORRA 8161 STONE CREEK DR 8181 STONE CREEK DR 8201 STONE CREEK DR CHANHASSEN , MN 55317 -7416 CHANHASSEN , MN 55317 -7416 CHANHASSEN , MN 55317 -7414 JON S & LORI A DAY CHRISTOPHER T & BRENDA M BERG DANIEL R & DONNA L HERNANDEZ 8229 STONE CREEK DR 8269 STONE CREEK DR 8289 STONE CREEK DR CHANHASSEN , MN 55317 -7414 CHANHASSEN , MN 55317 -7414 CHANHASSEN , MN 55317 -7414 ALAN M & TERESA Y JOHNSON HAROLD E & BEVARD M SCHRUM DANIEL J & GWEN M MICHAEL 8286 STONE CREEK DR 8297 STONE CREEK DR 1944 CREEKVIEW CT CHANHASSEN , MN 55317 -7414 CHANHASSEN , MN 55317 -7414 CHANHASSEN . MN 55317 -7418 THOMAS P & SANDRA J OPHEIM RANDAL B TOFTELAND & ELIZABETH PROVINZINO & 8305 STONE CREEK DR LAURINA L TOFTELAND JOSEPH ANGELO PROVINZINO CHANHASSEN , MN 55317 -7417 8325 STONE CREEK DR 1947 CREEKVIEW CT CHANHASSEN . MN 55317 -7417 CHANHASSEN . MN 55317 -7418 BRUCE M & KANDREA D JELLE CLYDE H STEPHENS III GERALD P CORNELL 1927 CREEKVIEW CT 8348 STONE CREEK DR 8345 STONE CREEK DR CHANHASSEN , MN 55317 -7418 CHANHASSEN , MN 55317 -7417 CHANHASSEN , MN 55317 -7417 ROBERT W & ROBERTA L LAWSON SANDRA J HOUCK PETER & LEAH SWARTZBAUGH 2041 RENAISSANCE CT 8372 STONE CREEK DR 8369 STONE CREEK DR CHANHASSEN , MN 55317 -9679 CHANHASSEN , MN 55317 -7417 CHANHASSEN , MN 55317 -7417 WELLS FARGO BANK NA LDW PROPERTIES LLC 800 STATE HIGHWAY 121 BYPASS SOODI N C/O DAYCO CONCRETE CO PO BOX 292190 8381 STOONENE CREEK DR 1850 LAKE DR W LEWISVILLE , TX 75067 -2190 CHANHASSEN , MN 55317 -7417 CHANHASSEN , MN 55317 -8585 CHAN CONGR JEHOVAHS WITNESSES HARLEY E BERGREN HIGHLAND DEVELOPMENT LLC C/O BRETT HARDY 8104 HIGHWOOD DR #6108 2060 MAJESTIC WAY 2920 FAIRWAY DR BLOOMINGTON, MN 55438 -1087 CHANHASSEN , MN 55317 -9352 CHASKA , MN 55318 -3416 ALFRED A IVERSEN HERAKLES LLC MARK J CARLSON & PMT CORPORATION ROBERT K WALD 1500 PARK RD 8345 COMMERCE DR 8330 COMMERCE DR CHANHASSEN , MN 55317 -8200 CHANHASSEN , MN 55317 -8427 CHANHASSEN . MN 55317 -8426 BUILDING MANAGEMENT GROUP LLC THE PILLSBURY COMPANY PALATINE HILL FINANCIAL LLC C/O CONTROL PRODUCTS C/O GENERAL MILLS TAX DEPT 6009 SHANE DR 1724 LAKE DR W PO BOX 1113 MINNEAPOLIS, MN 55439 -1759 CHANHASSEN , MN 55317 -8580 MINNEAPOLIS. MN 55440 -1113 THOMAS M HAYES AUTOBAHN MOTORPLEX LLC JOSEPH M STOEBNER 2425 GRAYS LANDING RD 3615 ZIRCON LN N 18803 BEARPATH TRL WAYZATA , MN 55391 -2300 PLYMOUTH, MN 55446 -2878 EDEN PRAIRIE, MN 55347 -3460 RICHARD C & ARNETTE M LINDEEN MMR ENTERPRISES LLC MAC INVESTMENTS-CHANHASSEN LLC 28005 BOULDER BRIDGE DR C/O ROBERT C MAGERS PO BOX 5477 EXCELSIOR, MN 55331 -7961 4812 WOODHILL RD HOPKINS . MN 55343 -5477 HOPKINS , MN 55345 -4744 RICHARD B BURY LEIGHTONS GARAGE INC JAMES L & ROBERTA A CRAIG TRUSTEE OF R B BURY TRUST 14301 W 62ND ST 10008 SOUTH SHORE DR MOUND, , MN 5533664 -7730 TRILLIUM EDEN PRAIRIE, MN 55346 -1706 PLYMOUTH, MN 55441 -5011 MOU JMS HOLDINGS LLC JZ LLC JEFFREY M STOEBNER 9675 76TH ST W #2000 7506 ERIE AVE 815 WESTON RIDGE PKWY EDEN PRAIRIE, MN 55344 -3753 CHANHASSEN , MN 55317 -7903 CHASKA , MN 55318 -1294 FRANK GUSTAFSON ONAPPROACH LLC THOMAS A & ANNE F JONES 1165 SYMPHONY LN 3455 PLYMOUTH BLVD #200 480 BIGHORN DR CHASKA , MN 55318 -4590 PLYMOUTH, MN 55447 -1551 CHANHASSEN , MN 55317 -8801 JEFFREY L WALKER & MCGLYNN BAKERIES INC 4366 CAREY J BECKER NELSON EN OTTO C/O GENERAL MILLS TAX DEPT 4088 135TH ST W 2500 SYLVAN ANN RRD D S S PO BOX 1113 SAVAGE, MN 55378 -2644 MINNETONKA , MN 55305 -2815 MINNEAPOLIS. MN 55440 -1113 PARK AVENUE LOFTS LLC 510 1 ST AVE N 4500 MINNEAPOLIS, MN 55403 -1623 DAVID A STOCKDALE 8 JANE K ANDERSON 7210 GALPIN BLVD EXCELSIOR, MN 55331 -8058 AUTOBAHN MOTORPLEX LLC 3615 ZIRCON LN N PLYMOUTH. MN 55446 -2878 EQUITABLE HOLDING CO LLC ATTN JOSEPH NOVOGRATZ 7667 EQUITABLE DR EDEN PRAIRIE, MN 55344 -3696 Generous, Bob To: Laurina Tofteland Subject: RE: Amendment to the CUP Autobahn Motorplex-Case 06-34 Laurina Tofteland: There is no material change in the project. They still intend to develop the site according to the approved site plan. The City is in the process of amending its ordinance to void Conditional Use Permits, CUPS, with the change in a property's lot line. The Common Interest Community (Condominium Association), CIC, which this development consists of, expands the boundaries of the CIC with the construction of each phase of the project. This would be in violation of the ordinance. The applicant is, therefore, amending the CUPS to accommodate the incremental expansion of the CIC boundary with the development of each phase, rather than having to come in and change the CUPs with each new building. The overall boundaries of the project are not being changed. The developer is not proposing the expansion into the wetland. The City has received a conservation easement over this area of the property. Additionally, the City had discovered that a trail system was being used and we told the developer that the conservation easement prohibited it. The developer must still comply with the approved site plan. Unfortunately with a phased development, it's not complete at one time. And with existing market conditions, it is not certain when it will be fully developed. The memo is dated for the date of the public hearing. As part of the report, staff prepared a recommendation. The item has a public hearing in front of the Planning Commission and then a hearing by City Council. City Council ultimately makes a decision on the project. I hope this answers your questions. If I can be of further assistance, please contact me. Robert Generous, AICP From: Laurin Tofteland [mailto:nurset:83@mchsi.com] Sent: Thursday, November 13, 2008 4:05 PM To: Generous, Bob Subject: Amendment to the CUP Autobahn Motorplex-Case 06-34 Dear Mr. Generous, My name is Laurina Tofteland. I live at 8325 Stone Creek Drive, Chanhassen, in the Creekside addition. The last occasion that I had to speak with you was when Mr. Silokowski applied for the original admendment to the CUP for his motorplex project in November of 2006. As you may recall, there was a large neighborhood turnout at that public hearing and now with this new application, it brings back to light some of our original concerns that I feel were not addressed and taken seriously in the city's decision to grant approval for this project in the first place. I have gone on line and reviewed many of the documents from the first hearings and meetings as well as reviewed the request for the amendment to the CUP application. To my understanding, the public hearing is scheduled for Tuesday, November 18, 2008. It appears that there is already a proposed motion written and filed with recommendations for approval and it is dated November 18, 2008. If the city council has already made a decision and recommends approval, why the mailing of the notice of public hearing? Is there any point to attending and voicing any concerns or is this merely a technicality and does not change any of the previous conditions of land use? In Mr. Silokowski's letter attached to his latest application (in which the fee to file was waived) he states that each time he wants to start a new building in the project, the lot lines are altered so this voids the CUP and he has to file an application for an amendment to the original CUP each time. He states, "This has the potential to dramatically negatively impact the financial viability of my project." Also, in the city's findings of fact and recommendation letter, under article k. it states that the proposed use will not depreciate surrounding propert values. In light of our current economic conditon, I think you would be hard pressed to say that this project has not contributed and will not contribute in the future, to a decline in our property values. One other item I would like to bring to light is that this property has not complied with the land use as designated. There have been all terrain vehicles, golf carts and dirt bikes on a self created track seen going around and around in the bluff creek corridor. This creates noise, disrupts the wetland and habitat. We were assured by Mr. Silokowski that the property owners would be "high end" and not be doing things that were disruptive and loud. He stated that he wanted to be a good neighbor. These actions are not the actions that would be demonstrated by a good neighbor. The Carver County Sheriff has been called to this property for complaints of these actions. Again, 200 feet from the last building in phase 2 to the closest property owner in the Creekside addition is not far enough and this will significantly impact property value and resale. Any additional information you can give me to reassure me that these concerns are taken seriously will be greatly appreciated. Sincerely, Laurina Tofteland Generous, Bob To: Kandy Jelle Subject: RE: AutoBahn MotorPlex Dear Ms. Jelle: It should be pointed out that this project has received all its approval to be constructed on December 11, 2006. The reason this item is being reviewed is that the City is revising its conditional use permit (CUP) ordinance to revoke CUPs with the changing of lot lines. The developer has proposed a phased development, which will expand the area of the condominium association, in essence changing the lot line. The amendment to the CUPS will permit this lot line change as the project develops. Below is the approved project. The events proposed would primarily be for club members. However, larger events could be held that require issuance of a separate special event permit. Most vehicles are standard production cars. However, race cars could be stored here also. The reving of engines would fall under the nuisance ordinance in City Code. The proposed hours of general operation of the facility is from 7:00 a.m. to 8:00 p.m. daily, which includes access to the clubhouse, communal washing facilities and the assisted car maintenance for owners. The general public will not have access to the site. The owners will have access to their storage units at any time. Car shows or manufacturers' displays, club meetings, e.g. Porsche Club, BMW Club, etc., and corporate meetings would occur occasionally, but be limited to the normal business hours. If these events are limited to the association members, then a special event permit is not required. However, if these events are open to the public, then a special event permit will be required. The intention of the facility is to permit high-end car owners to be able to store, work on and be around other car enthusiasts. The majority of the cars will be street legal. Due to the hours of operation and the type of proposed site uses, noise is not anticipated to be an issue. 1 The wetlands and their associated upland areas will be preserved. The City has received a conservation easement over the majority of the western portion of the lot. The City staff report should be completed later today and be available for your review on the City's website. I hope this can answer most of your questions. If you have additional questions about the operation of the project, you may want to come to the public hearing and question the developer/owner. Bob Generous From: Kandy ]elle [mailto:kjelle@mchsi.com] Sent: Sunday, November 09, 2008 6:13 PM To: Generous, Bob Subject: AutoBahn MotorPlex Mr. Generous, I have reviewed the online documents for this proposed building site and one question I have does not seem to be addressed there. It sounds like just a storage facility in general but also a place for events throughout the year. It also sounds like it is for upscale vehicles. But, what I would like to know is if it is for race car type vehicles. These vehicles are extremely loud and people who own these like to rev engines as part of their enthusiasm. I am wondering if events that take place at this facility will also add a great deal of noise to this area. They don't address what kind of events they will be holding, but the article from Forbes magazine talks about race car enthusiasts. So, it is of concern as it is not well described. Are we really talking about using a wetland to build on to store vehicles? Between General Mills and this project, it appears as if the city is allowing this entire wetland area between Audubon and the railroad tracks to be completely built up. There is a great deal of wildlife in this area that has already been "moved" out because of additional General Mills take over of property. This project that is being proposed is now getting awfully close to homes as well. Thank you for your attention. Pending your answers, I will attend the hearing. Kandy Jelle Independent Unfranchise@ Owner 612-382-3563 www.marketamerica.COM/fUILIIeshcck marketimenca Built on Product. Powered by People. OWN :::::EEE EEE9 Iv ......_ _-......- ...... ...... •.. ....rl-C-1 r^I�r ^L�r iii iiir�^•+r fir-•fir-••�•-.�•iiiiu w JAI �u....� sumo _ •u u. _ ^-ter-um su,�r- �r ��.--�r--••-'��"�r--'ommo ii'� I-.IiI li lei, um mu ail-I'liI !' �.Im I. 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CQSTMG POND a. ,� �w .w �w m1. -=Pill Bomb 4 M RIF Fop Ullif '�► - // • • 111!1111 ,. �....�= - �� ' i ;rn ,�i • raj SATHRE-BERGQUIST, INC. m .,o ® w w 4w �w �w; �w �w ; 14 111 1. a. ,� �w .w �w m1. Bomb SATHRE-BERGQUIST, INC. to 3 lweanxwrowmn wAVL.i/:w3 rystt.mm OW M!p IY 3HO ]rw ]q] .Ml •KO 6'w lql !q] YKO �p�w ,tql �t�w It�w �6q1 IS�w Thomas J. Campbell Roger N. Knutson Thomas M. Scott Elliott B. Knetsch Joel J. Jamnik Andrea McDowell Poehler Soren M. Mattick John F. Kelly Henry A. Schaeffer, III Alina Schwartz Samuel J. Edmunds Cynthia R Kirchoff Marguerite M. McCarron 1380 Corporate Center Curve Suite 317 • Eagan, MN 55121 651452-5000 Faa 651-452-5550 www.ck-law.com of0 --tH CAMPBELL KNUTSON Professional Association ••• RECEIVED Direct Diah (651) 234-6222 E-maifAddress: sneison@ck-law.com JAN 2 3 2003 January 21, 2008 CITY OF CHANHASSEN Ms. Kim Meuwissen City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, Minnesota 55317 RE: CHANHASSEN –AUTOBAHN MOTORPLEX PROJECT #06-34 ➢ Conditional Use Permit #2006-34 ➢ Grant of Permanent Easement for Conservation Purposes ➢ Grant of Permanent Easement for Drainage & Utility Purposes (Part of the SE'/4 of Section 15 -116N -23W and Part of the SE '/4 of the NE'/4 of Section 15 -116N -23W – Torrens Certificate No. 33040.0) Dear Kim: Enclosed for the City's files please find original recorded Conditional Use Permit #2006-34, Grant of Permanent Easement for Conservation Purposes and Grant of Permanent Easement for Drainage and Utility Purposes in connection with Autobahn Motorplex Project #06-34. These documents were recorded with Carver County on June 6, 2007 as follows: CUP 406-34 was recorded on June 6, 2007 as Torrens Document No. T163177. Grant of Permanent Easement for Conservation Purposes was recorded on June 6, 2007 as Torrens Document No. TI 63178. Grant of Permanent Easement for Drainage & Utility Purposes was recorded on June 6, 2007 as Torrens Document No. T163179. Regards, CAMPBELL KNUTSON Professional Associations / B BI-. , `J/ DAn —Sufian R. Nelsoen,TLegal ssistant SRN:ms Enclosures SCANNED r-1 Document No. OFFICE OF THE T 163177 REGISTRAR OF TITLES IIIIIIII IIIIIIII �II CARVER# 17407 Cert. # 0 ee 3 0 MINNESOTA 46.00 Certified Recorded on 06-06-2007 at 02:00 ❑ AM PM 2007-06-06 11111l11111111111111111111111111111 RegstrarofTilesr CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA CONDITIONAL USE PERMIT #2006-34 1. Permit. Subject to the terms and conditions set forth herein, the City of Chanhassen hereby grants a conditional use permit for the following uses: A. For development within the Bluff Creek Corridor with a Variance to locate the stormwater pond within the Bluff Creek primary zone, in conformance with the grading plans prepared by Sathre-Bergquist, Inc., dated 10-19-2006; and B. For multiple buildings (up to 14) on one parcel. 2. Property. The permit is for property situated in the City of Chanhassen, Carver County, Minnesota, and legally described as shown on the attached Exhibit A. 3. Conditions. The permit is issued for Autobahn MotorPlex — Planning Case #06-34, with the following conditions: Conditional Use A: a. The plans shall be revised to show the correct Bluff Creek Overlay District primary zone boundary. Additionally, the primary zone boundary shall be terminated at the property lines for the subject property because the above description of the primary zone boundary is not an accurate description of the primary zone on adjacent properties. Signage for the Bluff Creek Overlay District shall be posted at least every 300 feet along the primary zone boundary. b. The applicant shall develop a restoration plan for the upland areas within the primary zone that includes native plants for the Bluff Creek Overlay District. The plant species shall be selected from the Bluff Creek Management Plan Appendix C. The final plan shall be reviewed and approved by the City before installation. c. The property owner shall dedicate a conservation easement and a drainage and utility easement over the primary zone of the Bluff Creek Overlay District. d. Chanhassen Type II silt fence shall be provided adjacent to all areas to be preserved as SCANNED s. buffer. The silt fence shall be installed in overlapping "J -hooks" to break up the sections and provide additional water and sediment retaining capacity. e. Erosion control blanket shall be installed on all slopes on site steeper than 3:1. The plans shall be revised to depict blanket locations and shall provide a detail for blanket installation. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed. Conditional Use B: a. Development of the two buildings immediately adjacent to Audubon Road shall require a separate site plan review. 4. Termination of Permit. The City may revoke the permit following a public hearing for violation of the terms of this permit. 5. Lapse. If within one year of the issuance of this permit the authorized construction has not been substantially completed or the use commenced, this permit shall lapse, unless an extension is granted in accordance with the Chanhassen Zoning Ordinance. 6. Criminal Penalty. Violation of the terms of this conditional use permit is a criminal misdemeanor. Dated: December 11, 2006 CITY OF M (SEAL) STATE OF MINNESOTA ) (ss COUNTY OF CARVER ) Furlong, Mayor Gerhardt, City Manager The foregoing instrument was acknowledged before me this .0-d of d 200 `7, by Thomas A. Furlong, Mayor, and by Todd Gerhardt, City Manager, of the City of Chanhassen, a Minnesota municipal corporation, on behalf of the corporate n and pursuant to the authority granted by its City Council. NOTOY PU8bC DRAFTED BY: City of Chanhassen P. O. Box 147 7700 Market Boulevard Chanhassen, MN 55317 (952)227-1100 °: OH" � J rNGELHARDT `> �*,� � ivocary Public -Minnesota I= hty l'ammis . Expires Jan 31, 2010 EXHIBIT A PROPERTY DESCRIPTION: That part of the Southeast Quarter of Section 15, Township 116 North, Range 23 West of the 5th Principal Meridian described as: Beginning at the northeast corner of said Southeast Quarter; thence on an assumed bearing of North 89 degrees 00 minutes 25 seconds West along the north line of said Southeast Quarter a distance of 2614.22 feet to the northwest corner of said Southeast Quarter; thence South 0 degrees 59 minutes 45 seconds East along the west line of said Southeast Quarter a distance of 1766.11 feet; thence North 56 degrees 57 minutes 24 seconds East a distance of 669.01 feet; thence South 33 degrees 02 minutes 36 seconds East a distance of 39.63 feet; thence northeasterly along a non-tangential curve concave to the northwest having a radius of 1859.86 feet; a chord bearing of North 49 degrees 43 minutes 26 seconds East a distance of 394.93 feet; thence North 56 degrees 57 minutes 24 seconds East, not tangent to last described curve a distance of 323.97 feet; thence South 35 degrees 03 minutes 24 seconds West a distance of 22.98 feet; thence southwesterly 120.34 feet along a tangential curve to the right having a radius of 1959.86 feet; thence North 56 degrees 57 minutes 24 seconds East not, tangent to last described curve a distance of 1319.26 feet; thence North 33 degrees 02 minutes 36 seconds West a distance of 12.50i,feet; thence North 56 degrees 57 minutes 24 seconds East a distance of 495.70 feet to the east line of said Section 15; thence North 1 degree 15 minutes 22 seconds West a distance of 72.51 feet along the east line of said Section 15 to the point of beginning, according to the Government Survey thereof. Subject to easement for County State Aid Highway No.17. EXCEPT which lies westerly of Bluff Creek, the centerline of said creek described as follows: Commencing at the northwest corner of the Southeast Quarter of Section 15, Township 116 North, Range 23 West of the 5th Principal Meridian; thence on an assumed bearing of South 89 degrees 00 minutes 25 seconds East, along the north line of said Southeast Quarter, a distance of 718.45 feet to the point of beginning of the centerline to be described; thence South 03 degrees 14 minutes 54 seconds West, a distance of 12.34 feet; thence South 12 degrees 17 minutes 21 seconds East, a distance of 18.26 feet; thence South 86 degrees 42 minutes 32 seconds East, a distance of 66.41 feet; thence South 0 degrees 11 minutes 36 seconds East, a distance of 10.09 feet; thence South 26 degrees 53 minutes 49 seconds East, a distance of 11.25 feet; thence South 04 degrees 40 minutes 40 seconds East, a distance of 71.53 feet; thence South 08 degrees 34 minutes 33 seconds West, a distance of 513.32 feet; thence South 01 degrees 27 minutes 58 seconds East, a distance of 148.78 feet; thence South 08 degrees 14 minutes 13 seconds West, a distance of 114.78 feet; thence South 30 degrees 49 minutes 36 seconds West, a distance of 256.50 feet; thence South 30 degrees 12 minutes 30 seconds West, a distance of 95.70 feet; thence South 22 degrees 09 minutes 40 seconds East, a distance of 29.71 feet; thence South 10 degrees 54 minutes 04 seconds West, a distance of 55.44 feet; thence South 14 degrees 39 minutes 10 seconds East, a distance of 15.14 feet; thence South 22 degrees 30 minutes 14 seconds West, a distance of 33.54 feet; thence South 08 degrees 36 minutes 50 seconds West, a distance of 40.11 feet; thence South 10 degrees 58 minutes 44 seconds West, a distance of 16.30 feet; thence South 15 degrees 39 minutes 39 seconds East, a distance"of 16.38 feet; thence South 06 degrees 00 minutes 17 seconds East, a distance of 33.74 feet; thence South 33 degrees 58 minutes 55 seconds East a distance of 3.27 feet to a point on the northerly line of the Milwaukee, St. Paul and Pacific Railroad, said point distance 586.57 feet Northeasterly of the southwest corner of the above described property, as measured along said northerly R/R line, and said line there terminating. That part of the Southeast Quarter of the Northeast Quarter of Section 15, Township 116 North, Range 23 West of the 5th Principal Meridian described as: Beginning at the southeast corner of said Southeast Quarter of the Northeast Quarter; thence on an assumed bearing of North 89 degrees 00 minutes 25 seconds West along the south line of said Southeast Quarter of the Northeast Quarter a distance of 747.57 feet; thence North 35 degrees 03 minutes 24 seconds East a distance of 1.50 feet; thence northeasterly 1042.48 feet along a tangential curve to the right having a radius of 2814.79 feet to the east line of said Southeast Quarter of the Northeast Quarter; thence South 0 degrees 24 minutes 06 seconds East along the east line of said Southeast Quarter of the Northeast Quarter a distance of 738.57 feet to the point of beginning, according to Government Survey thereof. Subject to easement for County State Aid Highway No. 17. ' Torrens Certificate No. 33040. Document No. OFFICE OF THE T 163178 REGISTRAR OF TITLES IIIIIIII III II III CARVER #17407 ONS MINNESOTA $4 he # 46,00 Certified Recorded on 06-06-2007 at 02:00 ❑ AM PM IIIIRIIIIIIIAIAII��tl GRANT OF PERMANENT EASEMENT FOR CONSERVATION PURPOSES INSTRUMENT made this 3rd day of May, 2007, by and between AUTOBAHN MOTORPLEX LLC, a Minnesota limited liability company, hereinafter referred to as dvk Carl W. Hanson, Jr. Registrar of Titles "Grantor(s)", and the CITY OF CHANHASSEN, a Minnesota municipal corporation ("City"). WITNESSETH: The Grantor(s), in consideration of good and valuable consideration paid by the City, the receipt and sufficiency of which is hereby acknowledged, grant unto the City a permanent conservation easement for the purposes set forth in this instrument, over, under, and across the premises described in the attached Exhibit A ("subject property"). 1. Grantor(s) for Autobahn MotorPlex, LLC, heirs, successors, and assigns, agree that the following are prohibited in perpetuity on the subject property: A. Constructing, installing, or maintaining anything made by man, including but not limited to buildings, structures and parking areas, except projects which implement the goals and policies of the Bluff Creek Watershed Natural Resources Management Plan shall be permitted. B. Cutting, removing, or altering trees or other vegetation, except for noxious weed control by or as directed by a governmental agency. SCANNED C. Excavation or filling, except for the construction of a storm water pond as reviewed and approved on December 11, 2006 as part of the Autobahn MotorPlex development— Planning Case #06-34. D. Application of fertilizers, whether natural or chemical. E. Application of chemicals for the destruction or retardation of vegetation. F. The deposit of waste, yard waste, or debris. G. The application of herbicides, pesticides, and insecticides, except for noxious weed control by or as directed by a governmental agency. H. Outside storage of any kind. I. Activity detrimental to the preservation of the scenic beauty, vegetation, and wildlife. 2. Grantor(s) for Autobahn MotorPlex, LLC, heirs, successors, and assigns, agree that the following are permitted in perpetuity on the subject property: A. Preserve, improve, and enhance the trees, vegetation, and natural habitat and by planting trees or other native vegetation. B. City may enter upon the subject property at any time to enforce compliance with the tetras of this instrument or to maintain the storm water pond. C. Projects which implement the goals and policies of the Bluff Creek Watershed Natural Resources Management Plan. Bruno J. Silikowski, Managing Partner CITY OF CHANHASSEN Pa Ttj4has A. (SEAL) City Manager STATE OF MINNESOTA ) (ss. COUNTY OF 6111 - ) The foregoing instrument was acknowledged before me this `f day of 2007by Bruno J. Silikowski, itx Managing Partner.of Autobahn Motorplex LLC, aMrnesota limited liability company, on behalf of the company. vQ4"�.,.r`r NOTARY PUBLIC STATE OF MINNESOTA ) CAROLM. DUNSMORE jq*k_f`�j Notary Public -Minnesota (SS My commission Expires Jan 31, 2010 COUNTY OF CARVER ) The foregoing instrument was acknowledged before me this&day ofMq 2067, by Thomas A. Furlong, 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. DRAFTED BY: City of Chanhassen P. O. Box 147 7700 Market Boulevard Chanhassen, Minnesota 55317 (952)227-1100 3 KIM T. MEUWISSEN \ Notary Public -Minnesota My Commiasm Expires Jan 31, 2010 EXHIBIT A CONSERVATION EASEMENT DESCRIPTION An easement for conservation purposes over, under, and across those part of the following described land: That part of the Southeast Quarter of Section 15, Township 116 North, Range 23 West of the 5th Principal Meridian described as: Beginning at the northeast corner of said Southeast Quarter; thence on an assumed bearing of North 89 degrees 00 minutes 25 seconds West along the north line of said Southeast Quarter a distance of 2614.22 feet to the northwest corner of said Southeast Quarter; thence South 0 degrees 59 minutes 45 seconds East along the west line of said Southeast Quarter a distance of 1766.11 feet; thence North 56 degrees 57 minutes 24 seconds East a distance of 669.01 feet; thence South 33 degrees 02 minutes 36 seconds East a distance of 39.63 feet; thence northeasterly along a non-tangential curve concave to the northwest having a radius of 1859.86 feet; a chord bearing of North 49 degrees 43 minutes 26 seconds East a distance of 394.93,feet; thence North 56 degrees 57 minutes 24 seconds East, not tangent to last described curve a distance of 323.97 feet; thence South 35 degrees 03 minutes 24 seconds West a distance of 22.96 feet; thence southwesterly 120.34 feet along a tangential curve to the right having a radius of 1959.86 feet; thence North 56 degrees 57 minutes 24 seconds East not tangent to last described curve a distance of 1319.26 feet; thence North 33 degrees 02 minutes 36 seconds West a distance of 12.50 feet; thence North 56 degrees 57 minutes 24 seconds East a distance of 495.70 feet to the east line of said Section 15; thence North 1 degree 15 minutes 22 seconds West a distance of 72.51 feet along the east line of said Section 15 to the point of beginning, according to the Government Survey thereof.' Subject to easement for County State Aid Highway No.17. EXCEPT which lies westerly of Bluff Creek, the centerline of said creek described as follows: Commencing at the northwest corner of the Southeast Quarter of Section 15, Township 116 North, Range 23 West of the 5th Principal Meridian; thence on an assumed bearing of South 89 degrees 00 minutes 25 seconds East, along the north line of said Southeast Quarter, a distance of 718.45 feet to the point of beginning of the centerline to be described; thence South 03 degrees 14 minutes 54 seconds West, a distance of 12.34 feet; thence South 12 degrees 17 minutes 21 seconds East, a distance of 18.26 feet; thence South 86 degrees 42 minutes 32 seconds East, a distance of 66.41 feet; thence South 0 degrees 11 minutes 36 seconds East, a distance of 10.09 feet; thence South 26 degrees 53 minutes 49 seconds East, a distance of 11.25 feet; thence South 04 degrees 40 minutes 40 seconds East, a distance of 71.53 feet; thence South 08 degrees 34 minutes 33 seconds West, a distance of 513.32 feet; thence South 01 degrees 27 minutes 58 seconds East, a distance of 148.78 feet; thence South 08 degrees 14 minutes 13 seconds West, a distance of 114.78 feet; thence South 30 degrees 49 minutes 36 seconds West, a distance of 256.50 feet; thence South 30 degrees 12 minutes 30 seconds West, a distance of 95.70 feet; thence South 22 degrees 09 minutes 40 seconds East, a distance of 29.71 feet; thence South 10 degrees 54 minutes 04 seconds West, a distance of 55.44 feet; thence South 14 degrees 39 minutes 10 seconds East, a distance of 15.14 feet; thence South 22 degrees 30 minutes 14 seconds West, a distance of 33.54 feet; thence South 08 degrees 36 minutes 50 seconds West, a distance of 40.11 feet; thence South 10 degrees 58 minutes 44 seconds West, a distance of 16.30 feet; thence South 15 degrees 39 minutes 39 seconds East, a distance"of 16.38 feet; thence South 06 degrees 00 minutes 17 seconds East, a distance of 33.74 feet; thence South 33 degrees 58 minutes 55 seconds East a distance of 3.27 feet to a point on the northerly line of the Milwaukee, St. Paul and Pacific Railroad, said point distance 586.57 feet Northeasterly of the southwest corner of the above described property, as measured along said northerly R/R line, and said line there terminating. That part of the Southeast Quarter of the Northeast Quarter of Section 15, Township 116 North, Range 23 West of the 5th Principal Meridian described as: Beginning at the southeast corner of said Southeast Quarter of the Northeast Quarter; thence on an assumed bearing of North 89 degrees 00 minutes 25 seconds West along the south line of said Southeast Quarter of the Northeast Quarter a distance of 747.57 feet; thence North 35 degrees 03 minutes 24 seconds East a distance of 1.50 feet; thence northeasterly 1042.48 feet along a tangential curve to the right having a radius of 2814.79 feet to the east line of said Southeast Quarter of the Northeast Quarter; thence South 0 degrees 24 minutes 06 seconds East along the east line of said Southeast Quarter of the Northeast Quarter a distance of 738.57 feet to the point of beginning, according to Government Survey thereof. Subject to easement for County State Aid Highway No. 17. Torrens Certificate No. 33040. Which lie westerly and northwesterly of a line which commences at the East Quarter Corner of said Section 15; thence North 89 degrees 00 minutes 25 seconds West, assumed bearing, along the east -west quarter line of said Section 15 a distance of 814.91 feet to the point of beginning of the line to be described; thence South 7 degrees 44 minutes 18 seconds West, 345.12 feet; thence South 82 degrees 32 minutes 59 seconds West, 115.63 feet; thence South 36 degrees 26 minutes 56 seconds West, 224.45 feet; thence South 54 degrees 19 minutes 50 seconds West, 328.70 feet; thence South 42 degrees 07 minutes 35 seconds East, 167.55 feet; thence South 15 degrees 27 minutes 12 seconds East, 138.46 feet to a southerly line of the above described land, where said line terminates. g PROPOSED DRAINAGE & pp CONSERVATION EASEMENTS lo`-� P AUTOBAHN MOTORPLEX : `: SATH BERGQUIIST, INC. �66 CHANHASSEN, MINNESOTA YIM AUTOBAHN MOTORPLEX LLC. Document No. OFFICE OF THE T 163179 REGISTRAR OF TITLES IIIIIIII III III III CARVER Che # 7 ME Cert#330 0ee $ 46.00 Certified Recorded on 06-06-2007 at 02:00 ❑ AM PM 2007-06-06 IIIIIIII IIHIIIIIIIIIIIIIIIIIIIIII III Registrar of Hanson, GRANT OF PERMANENT EASEMENT Autobahn MotorPlex, LLC, "Grantor", in consideration of One Dollar ($1.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, does hereby grant unto the CITY OF CHANHASSEN, a Minnesota municipal corporation, the Grantee, hereinafter referred to as the "City", its successors and assigns, a permanent easement for drainage and utility purposes over, across, on, under, and through the land situated in the County of Carver, State of Minnesota, as legally described on the attached Exhibit "A". INCLUDING the rights of the City, its contractors, agents, servants, and assigns, to enter upon the permanent easement premises at all reasonable times to construct, reconstruct, inspect, repair, and maintain said drainage and utility systems over, across, on, under, and through the permanent easement premises, together with the right to grade, level, fill, drain, and excavate the permanent easement premises, and the further right to remove trees, bushes, undergrowth, and other obstructions interfering with the location, construction, and maintenance of said public drainage and utility easements. The above named Grantor, for himself, his heirs and assigns, does covenant with the City, its successors and assigns, that he is well seized in fee title of the above described easement premises; that he has the sole right to grant and convey the easement SCANNED M to the City; that there are no unrecorded interests in the easement premises; and that he will indemnify and hold the City harmless for any breach of the foregoing covenants. IN TESTIMONY WHEREOF, the Grantor hereto has signed this document this / day of M 6�!y 2007. STATE OF MINNESOTA ) ss. COUNTY OF This instrument was acknowledged before me this (qday of� 2007, by Bruno J. Silikowski, Managing Partner.of Autobahn Motorpl to limited liability company, on ifs Notary Public THIS INSTRUMENT WAS DRAFTED BY Crry of CHANHAssEN P. O. Box 147 7700 Market Boulevard Chanhassen, MN 55317 (952)227-1100 CAROL M. DUNSMORE Notary Public -Minnesota My Commission Expires Jan 31, 2010 EXHIBIT A DRAINAGE & UTILITY EASEMENT DESCRIPTION An 47.00 foot easement for drainage and utility purposes over, under and across those parts of the following described land: That part of the Southeast Quarter of Section 15, Township 116 North, Range 23 West of the 5th Principal Meridian described as: Beginning at the northeast corner of said Southeast Quarter; thence on an assumed bearing of North 89 degrees 00 minutes 25 seconds West along the north line of said Southeast Quarter a distance of 2614.22 feet to the northwest corner of said Southeast Quarter; thence South 0 degrees 59 minutes 45 seconds East along the west line of said Southeast Quarter a distance of 1766.11 feet; thence North"56 degrees 57 minutes 24 seconds East a distance of 669.01 feet; thence South 33 degrees 02 minutes 36 seconds East a distance of 39.63 feet; thence northeasterly along a non-tangential curve concave to the northwest having a radius of 1859.86 feet; a chord bearing of North 49 degrees 43 minutes 26 seconds East a distance of 394.93 feet; thence North 56 degrees 57 minutes 24 seconds East, not tangent to last described curve a distance of 323.97 feet; thence South 35 degrees 03 minutes 24 seconds West a distance of 22.98 feet; thence southwesterly '120. 34 feet along a tangential curve to the right having a radius of 1959.86 feet; thence North 56 degrees 57 minutes 24 seconds East not tangent to last described curve a distance of 1319.26 feet; thence North 33 degrees 02 minutes 36 seconds West a distance of 12.50,feet; thence North 56 degrees 57 minutes 24 seconds East a distance of 495.70 feet to the east line of said Section 15; thence North 1 degree 15 minutes 22 seconds West a distance of 72.51 feet along the east line of said Section 15 to the point of beginning, according to the Government Survey thereof. Subject to easement for County State Aid Highway No.17. EXCEPT which lies westerly of Bluff Creek, the centerline of said creek described as follows: Commencing at the northwest corner of the Southeast Quarter of Section 15, Township 116 North, Range 23 West of the 5th Principal Meridian; thence on an assumed bearing of South 89 degrees 00 minutes 25 seconds East, along the north line of said Southeast Quarter, a distance of 718.45 feet to the point of beginning of the centerline to be described; thence South 03 degrees 14 minutes 54 seconds West, a distance of 12.34 feet; thence South 12 degrees 17 minutes 21 seconds East, a distance of 18.26 feet; thence South 86 degrees 42 minutes 32 seconds East, a distance of 66.41 feet; thence South 0 degrees 11 minutes 36 seconds East, a distance of 10.09 feet; thence South 26 degrees 53 minutes 49 seconds East, a distance of 11.25 feet; thence South 04 degrees 40 minutes 40 seconds East, a distance of 71.53 feet; thence South 08 degrees 34 minutes 33 seconds West, a distance of 513.32 feet; thence South 01 degrees 27 minutes 58 seconds East, a distance of 148.78 feet; thence South 08 degrees 14 minutes 13 seconds West, a distance of 114.78 feet; thence South 30 degrees 49 minutes 36 seconds West, a distance of 256.50 feet; thence South 30 degrees 12 minutes 30 seconds West, a distance of 95.70 feet; thence South 22 degrees 09 minutes 40 seconds East, a distance of 29.71 feet; thence South 10 degrees 54 minutes 04 seconds West, a distance of 55.44 feet; thence South 14 degrees 39 minutes 10 seconds East, a distance of 15.14 feet; thence South 22 degrees 30 minutes 14 seconds West, a distance of 33.54 feet; thence South 08 degrees 36 minutes 50 seconds West, a distance of 40.11 feet; thence South 10 degrees 58 minutes 44 seconds West, a distance of 16.30 feet; thence South 15 degrees 39 minutes 39 seconds East, a distance "of 16.38 feet; thence South 06 degrees 00 minutes 17 seconds East, a distance of 33.74 feet; thence South 33 degrees 58 minutes 55 seconds East a distance of 3.27 feet to a point on the northerly line of the Milwaukee, St. Paul and Pacific Railroad, said point distance 586.57 feet Northeasterly of the southwest corner of the above described property, as measured along said northerly R/R line, and said line there terminating. That part of the Southeast Quarter of the Northeast Quarter of Section 15, Township 116 North, Range 23 West of the 5th Principal Meridian described as: Beginning at the southeast corner of said Southeast Quarter of the Northeast Quarter; thence on an assumed bearing of North 89 degrees 00 minutes 25 seconds West along the south line of said Southeast Quarter of the Northeast Quarter a distance of 747.57 feet; thence North 35 degrees 03 minutes 24 seconds East a distance of 1.50 feet; thence northeasterly 1042.48 feet along a tangep.tial curve to the right having a radius of 2814.79 feet to the east line of said Southeast Quarter of the Northeast Quarter; thence South 0 degrees 24 minutes 06 seconds East along the east line of said Southeast Quarter of the Northeast Quarter a distance of 738.57 feet to the point of beginning, according to Government Survey thereof. Subject to easement for County State Aid Highway No. 17. Torrens Certificate No. 33040. Which lie 22.00 feet to the right and 25.00 feet to the left of a line which commences at the East Quarter Corner of said Section 15; thence North 00 degrees 24 minutes 31 seconds West, assumed bearing, along the East line of said Northeast Quarter of Section 15, a distance of 271.91 feet to the point of beginning of said line; thence South 89 degrees 35 minutes 29 seconds West, 63.07 feet; thence southwesterly along a tangential curve, concave to the south, a distance of 85.38 feet, said curve has a radius of 100.00 feet and a central angle of 48 degrees 55 minutes 05 seconds; thence South 40 degrees 40 minutes 24 seconds West, tangent to the last described curve, 157.91 feet; thence southerly along a tangential curve, concave to the east, a distance of 191.68 feet, said curve has a radius of 150.00 feet and a central angle of 73 degrees 12 minutes 57 seconds; thence South 32 degrees 32 minutes 33 seconds East, tangent to the last described curve, 22.02 feet; thence southerly and southwesterly along a tangential curve, concave to the northwest, a distance of 79.66 feet to a point hereinafter described as "Point A," said curve has a radius of 100.00 feet and a central angle of 45 degrees 38 minutes 23 seconds; thence continuing along said curve a distance of 76.61 feet, said curve has a radius of 100.00 feet and a central angle of 43 degrees 53 minutes 48 seconds; thence South 56 degrees 59 minutes 38 seconds West tangent to the last described curve, 237.90 feet; thence South 55 degrees 04 minutes 14 seconds West, 327.48 feet; thence South 56 degrees 57 minutes 49 seconds West, 74.36 feet to a point hereinafter known as "Point B," where said line terminates. Also an Easement for drainage and utility purposes over, under and across that part of the above described land the which lies within a circle described as commencing at the above described, "Point A;" thence South 76 degrees 54 minutes 10 seconds East, 6.88 feet to the center of said circle, said circle has a radius of 50.00 feet. Said Easement, within said circle, lies southeasterly of above described 47.00 foot strip easement. Also an Easement for drainage and utility purposes which begins at the above described, "Point B;" thence North 33 degrees 02 minutes 11 seconds West, 79.23 feet; thence North 07 degrees 56 minutes 13 seconds West, 181.45 feet; thence South 82 degrees 32 minutes 59 seconds West, 104.50 feet; thence South 36 degrees 26 minutes 56 seconds West, 224.45 feet; thence North 83 degrees 59 minutes 30 seconds East, 89.08 feet: thence South 33 degrees 26 minutes 11 seconds East, 198.34 feet to a southerly line of the above described land; thence North 56 degrees 57 minutes 49 seconds East, along said southerly line, 146.77 feet; thence North 33 degrees 02 minutes 11 seconds West, 29.29 feet to the point of beginning. W:Wrojem%307-00I-MAL PLAT -AUTOBAHN MOTOR COMPLF.X\IofWLEGAL DESCRWMNSW VCOBAnN DRAINAGE & VIHM DESC(04132007)_.doc i� � i; 4y,� • I � I I i �f —1—_ \ I it `-"Tb;S�•�."' i ks, �` "�i�ar n \�+�_ J �� / \ I TIS\ 1 jo /i. J��\ 9PROPOSED DRAINAGE 8 y CONSERVATION EASEMENTS "1 tea = a R y"y s $ AUTOBAHN MOTORPLEX zf 4 •,• 2 SATHRE-BERGQUIST, INC. g i - R CHANHASSEN, MINNESOTA R 1fi4 SO1^X %" '"''w"""'^""' "W)47 p0 AUTOBAHN MOTORPLEX L.L.C. s I r— y• \\'- %a,-,�..�,,,� 8 "� Ick 1 \ / / ��\ m°pv Oif ' 3.0•.M>p5 YI \\\\\\jam A \ 'O O z �iG •'4 �?�\ FZI. S \ - _ Y ' 0 R `` a 3333330 \\ �, � .. q .s:•2� / \ a ; ¢ x,9 pi N N 2 m z'P�u___ 5 ® I o S 8 c O AUDpbH M i *01 9PROPOSED DRAINAGE 8 y CONSERVATION EASEMENTS "1 tea = a R y"y s $ AUTOBAHN MOTORPLEX zf 4 •,• 2 SATHRE-BERGQUIST, INC. g i - R CHANHASSEN, MINNESOTA R 1fi4 SO1^X %" '"''w"""'^""' "W)47 p0 AUTOBAHN MOTORPLEX L.L.C. s CAMPBELL KNUTSON Professional Association Direct Dial: (651) 234-6222 E-mailAddress: snelson@ck-hrmcom UCo -3�1- RECEIVED JAN 2 8 2008 CITY OF CHANHASSEN Thomas J. Campbell January 16, 2008 Roger N. Knutson Thomas M. Scott Elliott B. Knetsch Ms. Kim Meuwissen Joel J. Jamnik City of Chanhassen Andrea McDowell Poehler 7700 Market Boulevard Soren M. Mattick P.O. Box 147 John F. Kelly Henry A. Schaeffer, III Chanhassen, Minnesota 55317 Alina Schwartz Samuel J. Edmunds RE: CHANHASSEN—MISC. RECORDED DOCUMENTS Cynthia R. Kirchoff ➢ Site Plan Permit #06-34 — Autobahn Motorplex, LLC Marguerite M. McCarron (Part of SE '/4 of Section 15 -116N -23W and Part of SE % of NE '/4 of Section 15 -116N -23W, Torrens Certificate No. 33040.0) Dear Kim: Enclosed for the City's files please find original recorded Site Plan Permit 906-34 with Autobahn Motorplex, LLC approving a site plan for 12 buildings (one clubhouse/museum building and 11 storage buildings totaling approximately 177,000 sq. ft. of building area) on the above referenced property. The site plan permit was filed with Carver County on May 11, 2007 as Document No. T162913. Regards, CAMPBELL KNUTSON Professional Association S san R. Nelson, Legai ssistant SRN:ms Enclosure 1380 Corporate Center Curve - Suite 317 • Eagan, MN 55121 - 651-452-5000 Fax 651-452-5550 www.ck-law.com SCANNED Document No. OFFICE OF THE T 162 913 REGISTRAR OF TITLES IIIINIIIIIIIIIIII) CARVER COUNTY, 17303 CCOUNTY, Chh#eMINNESOTA 46.00 Certified Recorded on 05-11-2007 at 10:00 L[.AM ❑ PM 2007-05-11 11111111IIIIIIIIIIIIIIIIIIillll11111 Registrar ofTiitlesf CITY OF CHANHASSEN SITE PLAN PERMIT #06-34 SPECIAL PROVISIONS AGREEMENT dated December 11, 2006, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation, (the "City"), and Bruno J. Silikowski, the Managing Partner of AUTOBAHN MOTORPLEX LLC, a Minnesota limited liability company (the 'Developer"). 1. Request for Site Plan Approval. The Developer has asked the City to approve a site plan for 12 buildings (one clubhouse/museum building and 11 storage buildings totaling approximately 177,000 square feet of building area) (referred to in this Permit as the "project"). The land is legally described as shown on the attached Exhibit C. 2. Conditions of Site Plan Approval. The City hereby approves the site plan on condition that the Developer enter into this Permit 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 Permit, the written terms shall control. The plans are: Plan A --Site Plan dated 10/19/06, prepared by Sathre-Bergquist, Inc. Plan B-- Grading Plan dated 10/19/06, prepared by Sathre-Bergquist, Inc. Plan C --Landscaping Plan dated October 27, 2006 prepared by Arteka Companies. Plan D --Utility Plans dated 10/19/06, prepared by Sathre-Bergquist, Inc. 4. Time of Performance. The Developer shall install all required screening and landscaping by October 1, 2007. 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 Permit, the Developer shall furnish the City with a letter of credit from a bank, cash escrow, or equivalent ("security") for $5,000.00 (boulevard restoration, erosion control and site restoration). If the Developer requests a Certificate of Occupancy prior to the installation of site landscaping, then the developer shall SCANNED 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 shali be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by certified mail at the following address: Mr. Bruno Silikowski 3615 Zircon Lane North Plymouth, MN 55446 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. Site Plan for 12 buildings (one clubhouselmuseum building and 11 storage buildings totaling approximately 177,000 square feet of building area), plans prepared by Sathre-Bergquist, Inc., dated 10-19-2006, subject to the following conditions: a. Additional windows or doors must be incorporated in the clubhouse eastern building elevation to comply with the 50 percent transparency requirement. b. Water Resource Coordinator conditions: 1) The plans shall be revised to show how the water routed through Wetland Area B will be conveyed to the proposed stormwater pond. 2) The plans shall be revised to show only non-exempt wetlands. Wetland buffer areas at least 16.5 feet in width shall be preserved, surveyed and staked in accordance with the City's wetland ordinance prior to grading commencing. All wetlands and wetland buffer areas to be preserved shall be protected by silt fence during grading. All structures shall be set back at least 40 feet from the wetland buffer edge. 3) The plans shall be revised to show the correct primary zone boundary. Additionally, the primary zone boundary shall be terminated at the property lines for the subject property because the above description of the primary zone boundary is not an accurate description of the primary zone on adjacent properties. Signage for the Bluff Creek Overlay District shall be posted at least every 300 feet along the primary zone boundary. 4) A conditional use permit and variance shall be obtained prior to alteration within the Bluff Creek Overlay District primary zone. 5) Drainage and utility easements over the stormwater pond and areas necessary for pond access (including an easement over the main drive aisle through the site from Audubon Road to the pond) shall be dedicated to the City prior to recording the site plan. The parking areas and drive aisles shall be swept each spring to prevent sand from leaving the site. Documentation of sweeping activity shall be submitted to the City annually. 6) The plans shall be revised to include Chanhassen's standard details for stormwater infrastructure and erosion and sediment control, including 3107, 3108, 3109, 5300, 5301 and 5302A. A detail for the proposed temporary perforated riser pipe shall also be included in the plans. 7) A temporary perforated riser and stable emergency overflow (EOF) is needed; a detail shall be included in the plan. The basin shall be properly sized for the watershed area, according to NPDES requirements (i.e., the basins shall provide storage below the outlet pipe for a calculated volume of runoff from at least a 2 -year, 24-hour storm from each acre drained to the basin, except that in no case shall the basin provide less than 1800 cubic feet of storage below the outlet pipe from each acre drained to the basin). The outlet pipe shall discharge upstream from the edge of the receiving wetland and shall be stabilized with riprap. 8) Chanhassen Type II silt fence shall be provided adjacent to all areas to be preserved as buffer. The silt fence shall be installed in overlapping "J -hooks" to break up the sections and provide additional water and sediment retaining capacity. 9) Erosion control blanket shall be installed on all slopes on site steeper than 3:1. The plans shall be revised to depict blanket locations and shall provide a detail for blanket installation. 10) Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed. 11) The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency) and comply with their conditions of approval. 12) A Storm Water Pollution Prevention Plan (SWPPP) shall be developed for the site and approved by City staff prior to issuing a permit. The SWPPP shall include a provision that requires temporary seeding of stockpiles if left exposed for more than 14 days. 13) The plans shall be revised to include energy dissipation on all inlets and outlets within 24 hours of installation. 14) The plans shall be revised to replace hay bale curbside inlet controls with Wimco-type inlet controls. A detail shall be provided. The controls shall be installed within 24 hours of installation of the inlets. 15) All perimeter controls shall follow the City's specifications. The perimeter controls shall be inspected by the City and the SWCD prior to grading. c. Fire Marshal conditions: 1) Additional fire hydrants will be required. Please contact the Chanhassen Fire Marshal for exact location of additional hydrants. 2) A 10 -foot clear space must be maintained around fire hydrants, i.e., street lamps, trees, shrubs, bushes, Xcel Energy, Qwest, cable TV and transformer boxes. This is to ensure that fire hydrants can be quickly located and safely operated by firefighters. Pursuant to Chanhassen city Ordinance #9-1. 3) Yellow curbing and no parking fire lane signs will be required. Contact Chanhassen Fire Marshal for exact location of yellow curbing and signs to be installed. 4) No burning permits shall be issued for trees to be removed. Trees and shrubs must either be removed from site or chipped. 5) Fire apparatus access roads shall be designed and maintained to support the imposed load of fire apparatus and shall be serviced so as to provide all-weather driving capabilities. Pursuant to Minnesota State Fire Code Section 503.2.3. 6) Submit radius tum dimensions to City engineer and Chanhassen Fire Marshal for review and approval. Pursuant to Minnesota State Fire Code Section 503.2.4. d. Building Official Conditons: 1) The buildings are required to have automatic fire extinguishing systems. 2) Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. 3) Retaining walls over four high must be designed by a professional engineer and a permit must be obtained prior to construction. 4) Every building containing any plumbing fixtures and/or receptors, must have its own independent connection with a public or private sewer, except that a group of buildings may be connected to one or more manholes which are constructed on the premises and connected to a public or private sewer (MSPC 4715.310). No building sewer shall be less than 4 inches in diameter (MSPC 4715.2310). Building drain must be by gravity (MSPC 4715.2430). The distance between cleanouts in horizontal piping shall not exceed 50 feet for 3 -inch or less in size and not over 100 feet for 4 -inch and over in size (MSPC 4715.1010. e. Forester conditions: V. 1) All existing boulevard trees along Audubon Road shall be preserved and protected with tree preservation fencing during construction. Any City boulevard tree that dies or is removed will be required to be replaced. 2) The applicant shall revise the landscape plan to show a total of 82 overstory trees within the vehicular use area. 3) The applicant shall revise the landscape plan to show a total of 23 overstory trees along the northwest property line buffer yard. 4) The slope along the Bluff Creek primary zone shall be seeded with an approved native seed mix. 5) Plant selections for landscape requirements shall incorporate native species for buffer yard and parking lot landscaping. 6) Increase the buffer planting along the westerly and northwesterly portions of the site. Buffer may include berming, landscaping or fencing. f. Engineering Conditions: 1) The grading plan must be revised to show proposed pavement grades for the driveway access to the northern office/warehouse. 2) The grading plan must show proposed pavement grades. 3) Pavement grades must not exceed 10%. 4) The private streets within the development must be constructed to a nine -ton design. 5) An additional spot elevation must be shown on the south end of the storage building immediately west of the northern office/warehouse to ensure positive drainage. 6) Note the proposed rim and invert elevation of the storm sewer located at the driveway intersection south of bore hole location #3. 7) The developer must coordinate with City staff to ensure that pond maintenance and emergency vehicles will be able to access the gated area. 8) The width of the drive aisle southeast of the pond must be minimum 26 feet wide in addition to the proposed parallel parking stalls. 9) If fire code permits, staff recommends that the private watermain be six-inch diameter for water quality purposes. 10) The City's construction observer shall be present for all sanitary sewer and watermain testing to ensure that the proposed connections to the City facilities are in conformance with engineering standards. 11) The developer shall pay for the inspection bills and submit a $5,000.00 security to ensure payment of these bills. g. The retaining wall shall follow the standards for retaining walls incorporated in the subdivision regulations. The applicant shall also investigate the terracing of walls over eight feet in height. 8. General Conditions. The general conditions of this Permit are attached as Exhibit 'B" and incorporated herein. CITY OF M A. Furlong, Mayor Todd Gerhardt, City Manager I STATE OF MINNESOTA ) ( ss COUNTY OF CARVER ) The foregoing instrument was acknowledged before me this' day of ! ► l 2001, by Thomas A. Furlong, 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. ENGEL PubliHARDT Notary c -Minnesota My Commiaelon Expiraa Jan 31,2010 STATE OF MINNESOTA ) ( ss. COUNTY OF ) The foregoing instrument was acknowledged before me this /_31.' .day of 2W�by ;a/2a^Do J SivKowSKr the Managing Partner of AUrOBAHN MMUZPLEX LLC, a Minnesota limited liability oanpany, on behalf of the canpany. �o OTARY PUBLIC DRAFfED BY: City of Chanhassen 7700 Market Boulevard P. O. Box 147 Chanhassen, MN 55317 (952)227-1100 7 KAREN M. LA ;j NOTARY NOTARY PUBLIC -MINNESOTA My Comm. Exp. Jan. 31, 2010 CITY OF CHANHASSEN SITE PLAN PERMIT EXHIBIT "B" GENERAL CONDITIONS 1. Right to Proceed. Within the site plan area, the Developer may not grade or otherwise disturb the earth, remove trees, construct improvements, or any buildings until all the following conditions have been satisfied: 1) this agreement has been fully executed by both parties and filed with the City Clerk, 2) the necessary security and fees have been received by the City, and 3) the City has issued a building permit in reliance on the foregoing conditions having been satisfied. 2. Maintenance of site. The site shall be maintained in accordance with the approved site plan. Plants and ground cover required as a condition of site plan approval which die shall be promptly replaced. 3. License. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the plat to perform all work and inspections deemed appropriate by the City in conjunction with site plan development. 4. Erosion Control. Before the site is rough graded, and before any building permits are issued, the erosion control plan, Plan B, shall be implemented, inspected, and approved by the City. The City may impose additional erosion control requirements if they would be beneficial. All areas disturbed by the excavation and backfilling operations shall be reseeded forthwith after the completion of the work in that area. Except as otherwise provided in the erosion control plan, seed shall be certified seed to provide a temporary ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion. If the Developer does not comply with the erosion control plan and schedule or supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion at the Developers expense. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developers and City's rights or obligations hereunder. No development will be allowed and no building permits will be issued unless there is full compliance with the erosion control requirements. Erosion control shall be maintained until vegetative cover has been restored. After the site has been stabilized to where, in the opinion of the City, there is no longer a need for erosion control, the City will authorize removal of the erosion control measures. 5. Clean up. The Developer shall maintain a neat and orderly work site and shall daily clean, on and off site, dirt and debris, including blowables, from streets and the surrounding area that has resulted from construction work by the Developer, its agents or assigns. 6. Warranty. All trees, grass, and sod required in the approved Landscaping Plan, Plan C, shall be wan -anted to be alive, of good quality, and disease free at the time of planting. All trees shall be warranted for twelve (12) months from the time of planting. The Developer or his contractor(s) shall post a letter of credit or cash escrow to the City to secure the warranties at the time of final acceptance. 3 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 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 Permit. D. Breach of Contract. Breach of the terms of this Permit by the Developer shall be grounds for denial of building permits. E. Severabilitv. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Permit 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. 0 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. Recording. This Permit 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. I 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. 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 10 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. 11 EXHIBIT C Legal Description That part of the Southeast Quarter of Section 15, Township 116 North, Range 23 West of the 5th Principal Meridian described as: Beginning at the northeast corner of said Southeast Quarter; thence on an assumed bearing of North 89 degrees 00 minutes 25 seconds West along the north line of said Southeast Quarter a distance of 2614.22 feet to the northwest corner of said Southeast Quarter; thence South 0 degrees 59 minutes 45 seconds East along the west line of said Southeast Quarter a distance of 1766.11 feet; thence North 56 degrees 57 minutes 24 seconds East a distance of 669.01 feet; thence South 33 degrees 02 minutes 36 seconds East a distance of 39.63 feet; thence northeasterly along a non-tangential curve concave to the northwest having a radius of 1859.86 feet; a chord bearing of North 49 degrees 43 minutes 26 seconds East a distance of 394.93 feet; thence North 56 degrees 57 minutes 24 seconds East, not tangent to last described curve a distance of 323.97 feet; thence South 35 degrees 03 minutes 24 seconds West a distance of 22.98 feet; thence southwesterly 120.34 feet along a tangential curve to the right having a radius of 1959.86 feet; thence North 56 degrees 57 minutes 24 seconds East not tangent to last described curve a distance of 1319.26 feet; thence North 33 degrees 02 minutes 36 seconds West a distance of 12.50 feet; thence North 56 degrees 57 minutes 24 seconds East a distance of 495.70 feet to the east line of said Section 15; thence North 1 degree 15 minutes 22 seconds West a distance of 72.51 feet along the east line of said Section 15 to the point of beginning, according to the Government Survey thereof. Subject to easement for County State Aid Highway No.17. EXCEPT which lies westerly of Bluff Creek, the centerline of said creek described as follows: Commencing at the northwest corner of the Southeast Quarter of Section 15, Township 116 North, Range 23 West of the 5th Principal Meridian; thence on an assumed bearing of South 89 degrees 00 minutes 25 seconds East, along the north line of said Southeast Quarter, a distance of 718.45 feet to the point of beginning of the centerline to be described; thence South 03 degrees 14 minutes 54 seconds West, a distance of 12.34 feet; thence South 12 degrees 17 12 minutes 21 seconds East, a distance of 18.26 feet; thence South 86 degrees 42 minutes 32 seconds East, a distance of 66.41 feet; thence South 0 degrees 11 minutes 36 seconds East, a distance of 10.09 feet; thence South 26 degrees 53 minutes 49 seconds East, a distance of 11.25 feet; thence South 04 degrees 40 minutes 40 seconds East, a distance of 71.53 feet; thence South 08 degrees 34 minutes 33 seconds West, a distance of 513.32 feet; thence South 01 degrees 27 minutes 58 seconds East, a distance of 148.78 feet; thence South 08 degrees 14 minutes 13 seconds West, a distance of 114.78 feet; thence South 30 degrees 49 minutes 36 seconds West, a distance of 256.50 feet; thence South 30 degrees 12 minutes 30 seconds West, a distance of 95.70 feet; thence South 22 degrees 09 minutes 40 seconds East, a distance of 29.71 feet; thence South 10 degrees 54 minutes 04 seconds West, a distance of 55.44 feet; thence South 14 degrees 39 minutes 10 seconds East, a distance of 15.14 feet; thence South 22 degrees 30 minutes 14 seconds West, a distance of 33.54 feet; thence South 08 degrees 36 minutes 50 seconds West, a distance of 40.11 feet; thence South 10 degrees 58 minutes 44 seconds West, a distance of 16.30 feet; thence South 15 degrees 39 minutes 39 seconds East, a distance of 16.38 feet; thence South 06 degrees 00 minutes 17 seconds East, a distance of 33.74 feet; thence South 33 degrees 58 minutes 55 seconds East a distance of 3.27 feet to a point on the northerly line 'of the Milwaukee, St. Paul and Pacific Railroad, said point distance 586.57 feet Northeasterly of the southwest corner of the above described property, as measured along said northerly R/R line, and said line there terminating. That part of the Southeast Quarter of the Northeast Quarter of Section 15, Township 116 North, Range 23 West of the 5th Principal Meridian described as: Beginning at the southeast corner of said Southeast Quarter of the Northeast Quarter; thence on an assumed bearing of North 89 degrees 00 minutes 25 seconds West along the south line of said Southeast Quarter of the Northeast Quarter a distance of 747.57 feet; thence North 35 degrees 03 minutes 24 seconds East a distance of 1.50 feet; thence northeasterly 1042.48 feet along a tangential curve to the right having a radius of 2814.79 feet to the east line of said Southeast Quarter of the Northeast Quarter; thence South 0 degrees 24 minutes 06 seconds East along the east line of said Southeast Quarter of the Northeast Quarter a distance of 738.57 feet to the point of beginning, according to Government Survey thereof. Subject to easement for County State Aid Highway No. 17. TORREVS CERTIFICATE NO. 33040.0 13 ESTIMATE Name: Autobahn Motorplex Address: Audubon Rd Chanhassen, MN 55317 LAN -DE -CON. INC. P.O. BOX 308 15 BRENTWOOD AVENUE EXCELSIOR, MN 55331 OFFICE: 952-474-2260 FAX: 952-474-0155 Site: Autobahn Motorplex Date: 4/25/07 QTY ITEM SIZE/UNIT UNIT PRICE TOTAL Site/Parkin Blvd. 65 Overstory Trees (Summit Ash, Sienna Glenn Maple) 2.5" BE $250.00 $16,250.00 17 Evergreens 8' to be counted as Overstor 8' BB $325.00 $5,525.00 $21,775.00 Audubon Road Buffer 14 Overstor 2.5" BE $275.00 $3,850.00 20 Evergreen 6' BB $260.00 45,200.00 IS Omamental 1.5"/6' BB $215.00 $3,225.00 35 Shrubs #5 CONT $30.00 $1,050.00 $13,325.00 North Prop. Line Buffer (Near Pond) 12 Willow cuttings '/4 to 1.5" $25.00 $300.00 17 Corkscrew Willow — BR 1.25" $60.00 $1,020.00 17 Siouxland Poplar - BR 1.5" $60.00 $1,020.00 15 Red Twig Dogwood M CONT $30.00 $450.00 $2,790.00 Sod/SeedArri ation System Ent Drive & Phase I $18,486.900 Grand Total: $56,376.00 dlo-34 City Council Meeting - May 29, 2007 e. Approval of Encroachment Agreement, Autobahn Motorplex. f. Approval of Extension of Preliminary Plat, Liberty at Creekside. All voted in favor and the motion carried unanimously with a vote of 4 to 0. C. 1(B). APPROVAL OF LODGING TAX. Councilwoman Ernst: Mayor, I feel that this is a very significant issue and I, so I feel that all City Council members should be present before voting on this. Mayor Furlong: Okay. Councilwoman Ernst: So I'd like to make a motion to table. Mayor Furlong: Okay. Is there a second? Councilman Peterson: I'd second that. Not for the same reason but. My second would be, and basically I just, I wasn't, didn't have the opportunity to be at the last meeting it was discussed at the work session so I would just like a little bit more opportunity to discuss it so I don't think every council member needs to be here for that but I think we mixed a few budget meetings without all council people but so I'm comfortable seconding the motion on that basis. Mayor Furlong: In terms of, Councilman Peterson just so I understand. Your thoughts in terms of spending some more time. How would you propose? Councilman Peterson: I guess to spend my issue is just to talk to the Chamber a little bit more. did that earlier today. I just want to have really more dialogue with them to get a perspective of what the money's going to be spent on so I could accomplish that myself. I know Mr. Litsey, Councilman Litsey's already offered to attend that meeting so. Councilman Litsey: Yeah, I think that's a reasonable thing is to postpone this for now so we can have some more dialogue. So I'd support that too. Mayor Furlong: Alright. Todd Gerhardt: Mayor, council members, would you like this as a work session item? You want to just address it on the side? You just can't have more than 2 council members attend. Mayor Furlong: I guess, it sounds like it's not a big issue. Councilman Peterson: No, I just need more time so. Mayor Furlong: Councilman Litsey was at the work session. You're familiar with that. I say let's do it with the two of them and depending on the nature of that and the information they SCANNED CITY OF CHANHASSEN PLANNING DEPARTMENT 7700 Market Boulevard P.O. Box 147 CHANHASSEN, MN 55317 (952) 227-1100 FAX (952) 227-1110 TO: Campbell Knutson, PA 317 Eagandale Office Center 1380 Corporate Center Curve Eagan, MN 55121 WE ARE SENDING YOU ❑ Shop drawings ❑ Copy of letter LETTER OF TRANSMITTAL DATE JOB NO. 3/22/07 2006-34 ATTENTION Sue Nelson RE: Document Recording ® Attached ❑ Under separate cover via the following items: ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Change Order ❑ Pay Request ❑ COPIES DATE NO. DESCRIPTION 1 12/11/06 06-34 Site Plan Permit 06-34 Autobahn Motor lex ❑ FORBIDS DUE For Recording ❑ PRINTS RETURNED AFTER LOAN TO US THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ For your use ❑ As requested ❑ For review and comment ❑ FORBIDS DUE REMARKS COPY TO: Bruno Silikowski ❑ Approved as submitted ❑ Resubmit ❑ Approved as noted ❑ Submit ❑ Returned for corrections ❑ Return ® For Recording ❑ PRINTS RETURNED AFTER LOAN TO US copies for approval copies for distribution corrected prints SIGNED: Rir&Meuwis ken, (952) 227-1107 If enclosures are not as noted, kindly notify us at once. SCANNED CITY OF CHANHASSEN SITE PLAN PERMIT #06-34 SPECIAL PROVISIONS AGREEMENT dated December 11, 2006, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation, (the "City"), and Bruno J. Silikowski, (the 'Developer'). 1. Request for Site Plan Approval. The Developer has asked the City to approve a site plan for 12 buildings (one clubhouselmuseum building and 11 storage buildings totaling approximately 177,000 square feet of building area) (referred to in this Permit as the "project"). The land is legally described as shown on the attached Exhibit C. 2. Conditions of Site Plan Approval. The City hereby approves the site plan on condition that the Developer enter into this Permit 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 Permit, the written terms shall control. The plans are: Plan A --Site Plan dated 10/19/06, prepared by Sathre-Bergquist, Inc. Plan B-- Grading Plan dated 10/19/06, prepared by Sathre-Bergquist, Inc. Plan C --Landscaping Plan dated October 27, 2006 prepared by Arteka Companies. Plan D—Utility Plans dated 10/19/06, prepared by Sathre-Bergquist, Inc. 4. Time of Performance. The Developer shall install all required screening and landscaping by October 1, 2007. 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 Permit, the Developer shall furnish the City with a letter of credit from a bank, cash escrow, or equivalent ("security") for $5,000.00 (boulevard restoration, erosion control and site restoration). If the Developer requests a Certificate of Occupancy prior to the installation of site landscaping, then the developer shall provide to the city a letter of credit or cash escrow in an amount sufficient to insure the installation of said landscaping. PROCEDURESFOR LETTER OF CREDIT REDUCTION a. Requests for reductions of Letters of Credit must be submitted to the City in writing by the Developer or his Engineer. b. Partial lien waivers totaling the amount of the requested reduction shall accompany each such request. c. Any reduction shall be subject to City approval. 6. Notices. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by certified mail at the following address: Mr. Bruno Silikowski 3615 Zircon Lane North Plymouth, MN 55446 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. Site Plan for 12 buildings (one clubhousetmuseum building and 11 storage buildings totaling approximately 177,000 square feet of building area), plans prepared by Sathre-Bergquist, Inc., dated 10-19-2006, subject to the following conditions: a. Additional windows or doors must be incorporated in the clubhouse eastern building elevation to comply with the 50 percent transparency requirement. b. Water Resource Coordinator conditions: 1) The plans shall be revised to show how the water routed through Wetland Area B will be conveyed to the proposed stormwater pond. 2) The plans shall be revised to show only non-exempt wetlands. Wetland buffer areas at least 16.5 feet in width shall be preserved, surveyed and staked in accordance with the City's wetland ordinance prior to grading commencing. All wetlands and wetland buffer areas to be preserved shall be protected by silt fence during grading. All structures shall be set back at least 40 feet from the wetland buffer edge. 3) The plans shall be revised to show the correct primary zone boundary. Additionally, the primary zone boundary shall be terminated at the property lines for the subject property because the above description of the primary zone boundary is not an accurate description of the primary zone on adjacent properties. Signage for the Bluff Creek Overlay District 2 shall be posted at least every 300 feet along the primary zone boundary. 4) A conditional use permit and variance shall be obtained prior to alteration within the Bluff Creek Overlay District primary zone. 5) Drainage and utility easements over the stormwater pond and areas necessary for pond access (including an easement over the main drive aisle through the site from Audubon Road to the pond) shall be dedicated to the City prior to recording the site plan. The parking areas and drive aisles shall be swept each spring to prevent sand from leaving the site. Documentation of sweeping activity shall be submitted to the City annually. 6) The plans shall be revised to include Chanhassen's standard details for stormwater infrastructure and erosion and sediment control, including 3107, 3108, 3109, 5300, 5301 and 5302A. A detail for the proposed temporary perforated riser pipe shall also be included in the plans. 7) A temporary perforated riser and stable emergency overflow (EOF) is needed; a detail shall be included in the plan. The basin shall be properly sized for the watershed area, according to NPDES requirements (i.e., the basins shall provide storage below the outlet pipe for a calculated volume of runoff from at least a 2 -year, 24-hour storm from each acre drained to the basin, except that in no case shall the basin provide less than 180.0 cubic feet of storage below the outlet pipe from each acre drained to the basin). The outlet pipe shall discharge upstream from the edge of the receiving wetland and shall be stabilized with riprap. 8) Chanhassen Type 11 silt fence shall be provided adjacent to all areas to be preserved as buffer. The silt fence shall be installed in overlapping `7 -hooks" to break up the sections and provide additional water and sediment retaining capacity. 9) Erosion control blanket shall be installed on all slopes on site steeper than 3:1. The plans shall be revised to depict blanket locations and shall provide a detail for blanket installation. 10) Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed. 11) The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency) and comply with their conditions of approval. 12) A Storm Water Pollution Prevention Plan (SWPPP) shall be developed for the site and approved by City staff prior to issuing a permit. The SWPPP shall include a provision that requires temporary seeding of stockpiles if left exposed for more than 14 days. 13) The plans shall be revised to include energy dissipation on all inlets and outlets within 24 hours of installation. 14) The plans shall be revised to replace hay bale curbside inlet controls with Wimco-type inlet controls. A detail shall be provided. The controls shall be installed within 24 hours of installation of the inlets. 3 15) All perimeter controls shall follow the City's specifications. The perimeter controls shall be inspected by the City and the SWCD prior to grading. c. Fire Marshal conditions: 1) Additional fire hydrants will be required. Please contact the Chanhassen Fire Marshal for exact location of additional hydrants. 2) A 10 -foot clear space must be maintained around fire hydrants, i.e., street lamps, trees, shrubs, bushes, Xcel Energy, Qwest, cable TV and transformer boxes. This is to ensure that fire hydrants can be quickly located and safely operated by firefighters. Pursuant to Chanhassen city Ordinance #9-1. 3) Yellow curbing and no parking fire lane signs will be required. Contact Chanhassen Fire Marshal for exact location of yellow curbing and signs to be installed. 4) No burning permits shall be issued for trees to be removed. Trees and shrubs must either be removed from site or chipped. 5) Fire apparatus access roads shall be designed and maintained to support the imposed load of fire apparatus and shall be serviced so as to provide all-weather driving capabilities. Pursuant to Minnesota State Fire Code Section 503.2.3. 6) Submit radius tum dimensions to City engineer and Chanhassen Fire Marshal for review and approval. Pursuant to Minnesota State Fire Code Section 503.2.4. d. Building Official Conditons: 1) The buildings are required to have automatic fire extinguishing systems. 2) Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. 3) Retaining walls over four high must be designed by a professional engineer and a permit must be obtained prior to construction. 4) Every building containing any plumbing fixtures and/or receptors, must have its own independent connection with a public or private sewer, except that a group of buildings may be connected to one or more manholes which are constructed on the premises and connected to a public or private sewer (MSPC 4715.310). No building sewer shall be less than 4 inches in diameter (MSPC 4715.2310). Building drain must be by gravity (MSPC 4715.2430). The distance between cleanouts in horizontal piping shall not exceed 50 feet for 3 -inch or less in size and not over 100 feet for 4 -inch and over in size (MSPC 4715.1010. e. Forester conditions: 1) All existing boulevard trees along Audubon Road shall be preserved and protected with tree preservation fencing during construction. Any City boulevard tree that dies or is removed will be required to be replaced. 2) The applicant shall revise the landscape plan to show a total of 82 overstory trees within the vehicular use area. 3) The applicant shall revise the landscape plan to show a total of 23 overstory trees along the northwest property line buffer yard. 4) The slope along the Bluff Creek primary zone shall be seeded with an approved native seed mix. 5) Plant selections for landscape requirements shall incorporate native species for buffer yard and parking lot landscaping. 6) Increase the buffer planting along the westerly and northwesterly portions of the site. Buffer may include berming, landscaping or fencing. I. Engineering Conditions: 1) The grading plan must be revised to show proposed pavement grades for the driveway access to the northern officetwarehouse. 2) The grading plan must show proposed pavement grades. 3) Pavement grades must not exceed 10%. 4) The private streets within the development must be constructed to a nine -ton design. 5) An additional spot elevation must be shown on the south end of the storage building immediately west of the northern office/warehouse to ensure positive drainage. 6) Note the proposed rim and invert elevation of the storm sewer located at the driveway intersection south of bore hole location #3. 7) The developer must coordinate with City staff to ensure that pond maintenance and emergency vehicles will be able to access the gated area. 8) The width of the drive aisle southeast of the pond must be minimum 26 feet wide in addition to the proposed parallel parking stalls. 9) If fire code permits, staff recommends that the private watermain be six-inch diameter for water quality purposes. 10) The City's construction observer shall be present for all sanitary sewer and watermain testing to ensure that the proposed connections to the City facilities are in conformance with engineering standards. 5 11) The developer shall pay for the inspection bills and submit a $5,000.00 security to ensure payment of these bills. g. The retaining wall shall follow the standards for retaining walls incorporated in the subdivision regulations. The applicant shall also investigate the terracing of walls over eight feet in height. 8. General Conditions. The general conditions of this Permit are attached as Exhibit "B" and incorporated herein. CITY OF : A. Furlong, Mayor Todd Gerhardt, City Manager DEVELOPER: Bruno Siliko ski BY: Its /!/ �Ar ZAG rtiC� STATE OF MINNESOTA ) (ss COUNTY OF CARVER ) The foregoing instrument was acknowledged before me thisday of 2001, by Thomas A. Furlong, 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. I� W 40-' KAREN J.ENGELHARDT ` Notary Public -Minnesota My Canm�eaion E res Jan 31. 2010 STATE OF MINNESOTA ) (ss. COUNTY OF ) The foregoing instrument was acknowledged before me this 3zday of , 2001by ;8P-aao J_ Sic/Ko�..SK r DRAFTED BY: City of Chanhassen 7700 Market Boulevard P. O. Box 147 Chanhassen, MN 55317 (952)227-1100 7 , 'iW// ffln -� KAREN M. LARSON � � NOTARY PUBLIC - MINNESOTA My Conn. Exp. Jan. 31, 2010 CITY OF CHANHASSEN SITE PLAN PERMIT EXHIBIT "B" GENERAL CONDITIONS 1. Right to Proceed. Within the site plan area, the Developer may not grade or otherwise disturb the earth, remove trees, construct improvements, or any buildings until all the following conditions have been satisfied: 1) this agreement has been fully executed by both parties and filed with the City Clerk, 2) the necessary security and fees have been received by the City, and 3) the City has issued a building permit in reliance on the foregoing conditions having been satisfied. 2. Maintenance of site. The site shall be maintained in accordance with the approved site plan. Plants and ground cover required as a condition of site plan approval which die shall be promptly replaced. 3. License. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the plat to perform all work and inspections deemed appropriate by the City in conjunction with site plan development. 4. Erosion Control. Before the site is rough graded, and before any building permits are issued, the erosion control plan, Plan B, shall be implemented, inspected, and approved by the City. The City may impose additional erosion control requirements if they would be beneficial. All areas disturbed by the excavation and backfilling operations shall be reseeded forthwith after the completion of the work in that area. Except as otherwise provided in the erosion control plan, seed shall be certified seed to provide a temporary ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion. If the Developer does not comply with the erosion control plan and schedule or supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion at the 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 acceptance. L 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 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 Postmasters request. C. Third Parties. Third parties shall have no recourse against the City under this Permit. D. Breach of Contract. Breach of the terms of this Permit by the Developer shall be grounds for denial of building permits. E. Severabilitv. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Permit 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. 0 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. Recording. This Permit 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. Construction Hours. The normal construction hours under this contract shall be from 7:00 a.m. to 9:00 p.m. on weekdays, from 9:00 am. to 5:00 p.m. on Saturdays, with no such activity allowed on Sundays or any recognized legal holidays. Operation of all internal combustion engines used for construction or dewatering purposes beyond the normal working hours will require City Council approval. K. Soil Treatment Systems. If soil treatment systems are required, the Developer shall clearly identify in the field and protect from alteration, unless suitable alternative sites are first provided, the two soil treatment sites identified during the site plan process for each lot. This shall be done prior to the issuance of a Grading Permit. Any violation/disturbance of these sites shall render them as unacceptable and replacement sites will need to be located for each violated site in order to obtain a building permit. L. Compliance with Laws, Ordinances, and Regulations. In the development of the site plan the Developer shall comply with all laws, ordinances, and regulations of the following authorities: 1. City of Chanhassen; 2. State of Minnesota, its agencies, departments and commissions; 3. United States Army Corps of Engineers; 4. Watershed District; 5. Metropolitan Government, its agencies, departments and commissions. M. Proof of Title. Upon request, the Developer shall 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 10 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. 11 EXHIBIT C Legal Description That part of the Southeast Quarter of Section 15, Township 116, Range 23, West of the 5`s Principal Meridian described as follows: Beginning at the Northeast corner of said Southeast Quarter thence on an assumed bearing of North 89 degrees 00 minutes 25 seconds West along the North line of said Southeast Quarter a distance of 2614.22 feet to the Northwest comer of said Southeast Quarter, thence South 00 degrees 59 minutes 45 seconds East along the west line of said Southeast Quarter a distance of 1766.11 feet; thence North 56 degrees 57 minutes 24 seconds East a distance of 669.01 feet; thence South 33 degrees 02 minutes 36 seconds East a distance of 39.63 feet; thence Northeasterly along a non-tangential curce concave to the Northwest having a radius of 1859.86 feet; a chord bearing North 49 degrees 43 minutes 26 seconds East of 394.93 feet; thence North 56 degrees 57 minutes 24 seconds east, not to last described curve a distance of 323.97 feet; thence South 35 degrees 03 minutes 24 seconds West a distance of 22.98 feet; thence Southwesterly 120.34 feet along a tangential curve to the right having a radius of 1959.86 feet; thence North 57 degrees 57 minutes 24 seconds East not tangent to the last described curve a distance of 1319.26 feet; thence North 33 degrees 02 minutes 36 seconds West a distance of 12.50 feet; thence North 56 degrees 57 minutes 24 seconds East a distance of 495.70 feet to the East line of said Section 15; thence North 1 degree 15 minutes 22 seconds West a distance of 72.51 feel along the east line of said Section 15 to the point of beginning, according to the Government Survey thereof,. Subject to easement for County State Aid Highway 17. EXCEPT which lies Westerly of Bluff Creek, the centerline of said creek described as follows: Commencing at the Northwest comer of the Southeast Quarter of Section 15, Township 116, Range 23 West of the 5a' principal Meridian; thence on an assumed bearing of South 89 degrees 00 minutes 25 seconds East, along the North line of said Southeast Quarter, a distance of 718.45 feet to the point of beginning of the centerline to be described: thence South 03 degrees 14 minutes 54 seconds West, a distance of 12.34 feet; thence South 12 degrees 17 minutes 21 seconds East a distance of 18.26 feet; thence South 86 degrees 42 minutes 32 seconds East, a distance of 66.41 feet; thence South 00 degrees 11 minutes 26 seconds East, a distance of 10.09 feet; thence South 26 degrees 53 minutes 49 seconds East, a distance of 11.25 feet; thence South 04 degrees 40 minutes 40 seconds East, a distance of 71.53 feet; thence South 08 degrees 34 minutes 33 seconds West, a distance of 513.32 feet; thence South 01 degrees 27 minutes 58 seconds East, a distance of 148.78 feet; thence South 08 degrees 14 minutes 13 seconds West, a distance of 114.78 seconds; thence South 30 degrees 49 minutes 36 seconds West, a distance of 256.50 feet; thence South 30 degrees 12 minutes 30 seconds West, a distance of 95.70 feet; thence South 22 degrees 09 minutes 40 seconds East, a distance of 29.71 feet; thence South 10 degrees 54 minutes 04 seconds West, a distance of 55.44 feet; thence South 14 degrees 39 minutes 10 seconds East, a distance of 15.14 feet; thence South 22 degrees 30 minutes 14 seconds West; a distance of 33.54 feet; thence South 08 degrees36 minutes 50 seconds West, a distance of 40.11 feet; thence South 10 degrees 58 minutes 44 seconds West, a distance of 16.30 feet; thence South 33 degrees 58 minutes 55 seconds East, a distance of 3.27 feet 12 to the point on the Northerly line of the Milwaukee, St. Paul and pacific Railroad, said point a distance of 586.57 feet Northeasterly of the Southwest corner of the above described property, as measured along said Northerly Railroad line, and said line ther terminating. That part of the Southeast Quarter of the Northeast Quarter of Section 15, Township 116 Range 23 West of the 5h Principal Meridian described as: Beginning in the Southeast corner of said Southeast Quarter of the Northeast Quarter; thence on an assumed bearing of North 89 degrees 00 minutes 25 seconds West along the south line of said Southeast Quarter of the Northeast Quarter a distance of 747.57 feet; thence North 35 degrees 03 minutes 24 seconds East, a distance of 1.50 feet; thence Northeasterly 1042.48 feet along a tangential curve to the right having a radius of 2814.79 feet to the East line of said Southeast Quarter of the Northeast Quarter; thence South 00 degrees 24 minutes 06 seconds East along the East line of said Southeast Quarter of the Northeast Quarter a distance of 738.57 feet to the point of beginning, according to Government Survey thereof. Subject to easement for County State Aid Highway No. 17. Torrens Certificate No 24463 13 CITY OF CHANHASSEN PLANNING DEPARTMENT 7700 Market Boulevard P.O. Box 147 CHANHASSEN, MN 55317 (952) 227-1100 FAX (952) 227-1110 TO: Campbell Knutson, PA 317 Eagandale Office Center 1380 Corporate Center Curve Eagan, MN 55121 WE ARE SENDING YOU ❑ Shop drawings ❑ Copy of letter LETTER OF TRANSMITTAL DATE 4/12/07 Sue Nelson Document Record M Attached ❑ Under separate cover via the following items: ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Change Order ❑ Pay Request ❑ COPIES DATE NO. DESCRIPTION 1 12/11/06 06-34 Conditional Use Permit 06-34 Autobahn Motor lex 1 3/26/07 07-06 Wetland Alteration Permit 07-06 Chanhassen High School 1 3/26/07 07-06 Conditional Use Permit 07-06 Chanhassen Hi hi School THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Foryouruse ❑ As requested ❑ For review and comment ❑ FORBIDS DUE REMARKS ❑ Approved as submitted ❑ Resubmit ❑ Approved as noted ❑ Submit ❑ Returned for corrections ❑ Return ® For Recording ❑ PRINTS RETURNED AFTER LOAN TO US COPY TO: Bruno Silikowski Steve Pumper, Independent School District 119 copies for approval copies for distribution corrected prints If enclosures are not as noted, kindly notify us at once. SCANNED CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA CONDITIONAL USE PERMIT #2006-34 1. Permit. Subject to the terms and conditions set forth herein, the City of Chanhassen hereby grants a conditional use permit for the following uses: A. For development within the Bluff Creek Corridor with a Variance to locate the stormwater pond within the Bluff Creek primary zone, in conformance with the grading plans prepared by Sathre-Bergquist, Inc., dated 10-19-2006; and B. For multiple buildings (up to 14) on one parcel. 2. Property. The permit is for property situated in the City of Chanhassen, Carver County, Minnesota, and legally described as shown on the attached Exhibit A. 3. Conditions. The permit is issued for Autobahn MotorPlex — Planning Case #06-34, with the following conditions: Conditional Use A: a. The plans shall be revised to show the correct Bluff Creek Overlay District primary zone boundary. Additionally, the primary zone boundary shall be terminated at the property lines for the subject property because the above description of the primary zone boundary is not an accurate description of the primary zone on adjacent properties. Signage for the Bluff Creek Overlay District shall be posted at least every 300 feet along the primary zone boundary. b. The applicant shall develop a restoration plan for the upland areas within the primary zone that includes native plants for the Bluff Creek Overlay District. The plant species shall be selected from the Bluff Creek Management Plan Appendix C. The final plan shall be reviewed and approved by the City before installation. c. The property owner shall dedicate a conservation easement and a drainage and utility easement over the primary zone of the Bluff Creek Overlay District. d. Chanhassen Type II silt fence shall be provided adjacent to all areas to be preserved as buffer. The silt fence shall be installed in overlapping "J -hooks" to break up the sections and provide additional water and sediment retaining capacity. e. Erosion control blanket shall be installed on all slopes on site steeper than 3:1. The plans shall be revised to depict blanket locations and shall provide a detail for blanket installation. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed. Conditional Use B: a. Development of the two buildings immediately adjacent to Audubon Road shall require a separate site plan review. 4. Termination of Permit. The City may revoke the permit following a public hearing for violation of the terms of this permit. 5. Lapse. If within one year of the issuance of this permit the authorized construction has not been substantially completed or the use commenced, this permit shall lapse, unless an extension is granted in accordance with the Chanhassen Zoning Ordinance. 6. Criminal Penalty. Violation of the terms of this conditional use permit is a criminal misdemeanor. Dated: December 11, 2006 CITY OF Furlong, Mayor (SEAL) Gerhardt, City Manager STATE OF MINNESOTA ) (SS COUNTY OF CARVER ) The foregoing instrument was acknowledged before me this�-day of d-200_, by Thomas A. Furlong, Mayor, and by Todd Gerhardt, City Manager, of the City of Chanhassen, a Minnesota municipal corporation, on behalf of the corporaIN and t to the authori ,granted by its City Council. J DRAFTED BY: City of Chanhassen P. O. Box 147 7700 Market Boulevard Chanhassen, MN 55317 (952)227-1100 � NOT"Y PUBLIC ?+' { Ii- KA,itr-y' J *NGELHARDT Notary PutNic-Minnesota MY G: issi 6glirea Jan 31, 2010 EXHIBIT A Legal Description That part of the Southeast Quarter of Section 15, Township 116, Range 23, West of the 5a' Principal Meridian described as follows: Beginning at the Northeast corner of said Southeast Quarter thence on an assumed bearing of North 89 degrees 00 minutes 25 seconds West along the North line of said Southeast Quarter a distance of 2614.22 feet to the Northwest comer of said Southeast Quarter; thence South 00 degrees 59 minutes 45 seconds East along the west line of said Southeast Quarter a distance of 1766.11 feet; thence North 56 degrees 57 minutes 24 seconds East a distance of 669.01 feet; thence South 33 degrees 02 minutes 36 seconds East a distance of 39.63 feet; thence Northeasterly along a non-tangential curve concave to the Northwest having a radius of 1859.86 feet; a chord bearing North 49 degrees 43 minutes 26 seconds East of 394.93 feet; thence North 56 degrees 57 minutes 24 seconds east, not to last described curve a distance of 323.97 feet; thence South 35 degrees 03 minutes 24 seconds West a distance of 22.98 feet; thence Southwesterly 120.34 feet along a tangential curve to the right having a radius of 1959.86 feet; thence North 57 degrees 57 minutes 24 seconds East not tangent to the last described curve a distance of 1319.26 feet; thence North 33 degrees 02 minutes 36 seconds West a distance of 12.50 feet; thence North 56 degrees 57 minutes 24 seconds East a distance of 495.70 feet to the East line of said Section 15; thence North 1 degree 15 minutes 22 seconds West a distance of 72.51 feel along the east line of said Section 15 to the point of beginning, according to the Government Survey thereof,. Subject to easement for County State Aid Highway 17. EXCEPT which lies Westerly of Bluff Creek, the centerline of said creek described as follows: Commencing at the Northwest corner of the Southeast Quarter of Section 15, Township 116, Range 23 West of the 5`" principal Meridian; thence on an assumed bearing of South 89 degrees 00 minutes 25 seconds East, along the North line of said Southeast Quarter, a distance of 718.45 feet to the point of beginning of the centerline to be described: thence South 03 degrees 14 minutes 54 seconds West, a distance of 12.34 feet; thence South 12 degrees 17 minutes 21 seconds East a distance of 18.26 feet; thence South 86 degrees 42 minutes 32 seconds East, a distance of 66.41 feet; thence South 00 degrees 11 minutes 26 seconds East, a distance of 10.09 feet; thence South 26 degrees 53 minutes 49 seconds East, a distance of 11.25 feet; thence South 04 degrees 40 minutes 40 seconds East, a distance of 71.53 feet; thence South 08 degrees 34 minutes 33 seconds West, a distance of 513.32 feet; thence South 01 degrees 27 minutes 58 seconds East, a distance of 148.78 feet; thence South 08 degrees 14 minutes 13 seconds West, a distance of 114.78 seconds; thence South 30 degrees 49 minutes 36 seconds West, a distance of 256.50 feet; thence South 30 degrees 12 minutes 30 seconds West, a distance of 95.70 feet; thence South 22 degrees 09 minutes 40 seconds East, a distance of 29.71 feet; thence South 10 degrees 54 minutes 04 seconds West, a distance of 55.44 feet; thence South 14 degrees 39 minutes 10 seconds East, a distance of 15.14 feet; thence South 22 degrees 30 minutes 14 seconds West; a distance of 33.54 feet; thence South 08 degrees 36 minutes 50 seconds West, a distance of 40.11 feet; thence South 10 degrees 58 minutes 44 seconds West, a distance of 16.30 feet; thence South 33 degrees 58 minutes 55 seconds East, a distance of 3.27 feet to the point on the Northerly line of the Milwaukee, St. Paul and pacific Railroad, said point a distance of 586.57 feet Northeasterly of the Southwest corner of the above described property, as measured along said Northerly Railroad line, and said line there terminating. 3 That part of the Southeast Quarter of the Northeast Quarter of Section 15, Township 116 Range 23 West of the 5t° Principal Meridian described as: Beginning in the Southeast corner of said Southeast Quarter of the Northeast Quarter; thence on an assumed bearing of North 89 degrees 00 minutes 25 seconds West along the south line of said Southeast Quarter of the Northeast Quarter a distance of 747.57 feet; thence North 35 degrees 03 minutes 24 seconds East, a distance of 1.50 feet; thence Northeasterly 1042.48 feet along a tangential curve to the right having a radius of 2814.79 feet to the East line of said Southeast Quarter of the Northeast Quarter; thence South 00 degrees 24 minutes 06 seconds East along the East line of said Southeast Quarter of the Northeast Quarter a distance of 738.57 feet to the point of beginning, according to Government Survey thereof. Subject to easement for County State Aid Highway No. 17. Torrens Certificate No 24463 :I o� Status Report 9/1/07 plan.OR2 OW31 Ac s12000 1 m r2000 T F S S M T W T F S M T W T F S 1 1 2 3 4 5 2 .6 7 6 6 7 8 910.1112 S a-5 6 7 8--9.13 14 15 13 14 15 16 17 18 19 10 11.12 13 14 15 1620.2122 20 21.22 23 24 25 26 17 1819 20 21 22 23 27 28 29 27 28 29 30 31 24 25 26 27 28 2930 _.._.... ..... __...__ ._....... _. ..... Securities Start Due S p Category Description 9/1/07 10/1/07 F Cash Escrow Autobahn Motorplex Site Plan Agreement 06-34 Planning Case 2006-34 $5,000 (Boulevard Restoration, Erosion Control, 8, Site Restoration) Check No. 5058 from Bruno Silikowski of Mutual Investments, LLC Notifv Bob Generous 0 zoo7 tp1-o ebpmam cam. VIM7 a1z zzM s_staiw P -Pr N SCANNED Pa 1 CITY OF CHANHASSEN P O BOX 147 CHANHASSEN MN 55317 04/10/2007 2:47 PM Receipt No. 0039610 CLERK: betty PAYEE: Mutual Investments LLC Security Escrow 2006-34 ------------------------------------------------------- Security Escrow 5,000.00 Total Cash Check 5058 Change 5,000.00 0.00 5,000.00 0.00 RECEIPT CITY OF 7700 MARKET BLVD. • P.O. BOX 147 CHMNSENPHONE: (952) 227-1150017 No79192 RECEIVED OF � a. 4 d ��(k� &aj 4S DATE U U CITY OF CHANHASSEN PLANNING DEPARTMENT 7700 Market Boulevard P.O. Box 147 CHANHASSEN, MN 55317 (952) 227-1100 FAX (952) 227-1110 TO: Campbell Knutson, PA 317 Eagandale Office Center 1380 Corporate Center Curve Eagan, MN 55121 WE ARE SENDING YOU ❑ Shop drawings ❑ Copy of letter LETTER OF TRANSMITTAL DATE JOB NO. 5/11/07 2006-34 ATTENTION Sue Nelson RE: Document Recording ® Attached ❑ Under separate cover via the following items: ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Change Order ❑ Pay Request ❑ Ll COPIES DATE NO. DESCRIPTION 1 5/3/07 06-34 Grant of Permanent Conservation Easement Autobahn MotorPlex 1 5/4/07 06-34 Grant of Permanent Easement Autobahn MotorPlex ❑ PRINTS RETURNED AFTER LOAN TO US THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Foryouruse ❑ As requested ❑ For review and comment ❑ FOR BIDS DUE REMARKS ❑ Approved as submitted ❑ Resubmit ❑ Approved as noted ❑ Submit ❑ Returned for corrections ❑ Return ® For Recording ❑ PRINTS RETURNED AFTER LOAN TO US COPY TO: Bruno Silikowski, Autobahn MotorPlex copies for approval copies for distribution corrected prints SCANNED H enclosures are not as noted, kindly notify us at once. GRANT OF PERMANENT EASEMENT CONSERVATION EASEMENT INSTRUMENT made this P day of May, 2007, by and between Autobahn MotorPlex, LLC, hereinafter referred to as "Grantor(s)", and the CITY OF CHANHASSEN, a Minnesota municipal corporation ("City"). WITNESSETH: The Grantor(s), in consideration of good and valuable consideration paid by the City, the receipt and sufficiency of which is hereby acknowledged, grant unto the City a permanent conservation easement for the purposes set forth in this instrument, over, under, and across the premises described in the attached Exhibit A ("subject property"). Grantor(s) for Autobahn MotorPlex, LLC, heirs, successors, and assigns, agree that the following are prohibited in perpetuity on the subject property: A. Constructing, installing, or maintaining anything made by man, including but not limited to buildings, structures and parking areas, except projects which implement the goals and policies of the Bluff Creek Watershed Natural Resources Management Plan shall be permitted. B. Cutting, removing, or altering trees or other vegetation, except for noxious weed control by or as directed by a governmental agency. C. Excavation or filling, except for the construction of a storm water pond as reviewed and approved on December 11, 2006 as part of the Autobahn MotorPlex development— Planning Case #06-34. D. Application of fertilizers, whether natural or chemical. E. Application of chemicals for the destruction or retardation of vegetation. F. The deposit of waste, yard waste, or debris. G. The application of herbicides, pesticides, and insecticides, except for noxious weed control by or as directed by a governmental agency. H. Outside storage of any kind. I. Activity detrimental to the preservation of the scenic beauty, vegetation, and wildlife. 2. Grantor(s) for Autobahn MotorPlex, LLC, heirs, successors, and assigns, agree that the following are permitted in perpetuity on the subject property: A. Preserve, improve, and enhance the trees, vegetation, and natural habitat and by planting trees or other native vegetation. B. City may enter upon the subject property at any time to enforce compliance with the terms of this instrument or to maintain the storm water pond. C. Projects which implement the goals and policies of the Bluff Creek Watershed Natural Resources Management Plan. GR OR( % _: Bruno J. Silikowski, Managing Partner CITY OF CHANHASSEN BY—�L Th6bas A. (SEAL) I 11 STATE OF MINNESOTA ) ( ss. COUNTY OF ) City Manager The foregoing instrument was acknowledged before me this `f "-day of C�4, 20�by Bruno J. Silikowski, its Managing Partner. aqle�-' Q�e�� NOTARY PUBLIC STATE OF MINNESOTA ) N CAROL M. DUNSMORE ( ss Notary Public -Minnesota COUNTY OF CARVER My Co Ission expires Jan 91, 2010 ) The foregoing instrument was acknowledged before me thisl IA"day of2067, by Thomas A. Furlong, 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. DRAFTED BY: City of Chanhassen P. O. Box 147 7700 Market Boulevard Chanhassen, Minnesota 55317 (952) 227-1100 J. �, s KIM T. MEUWISSEN Z._ Notary Public -Minnesota �onsn� ewes Jan 31.2010 3 EXHIBIT A PROPOSED EASEMENT DESCRIPTION FOR CONSERVATION PURPOSES An Easement for conservation purposes over under and across those parts of the following described land: l That part of the Southeast Quarter of Section 15, Township 116 North, Range 23, West of the 5th Principal Meridian described as: Beginning at the Northeast comer of said Southeast Quarter; thence on an assumed bearing of North 89 degrees 00 minutes 25 seconds West along the North line of said Southeast Quarter a distance of 2614.22 feet to the Northwest corner of said Southeast Quarter; thence South 00 degrees 59 minutes 45 seconds East along the west line of said Southeast Quarter a distance 1766.11 feet; thence North 56 degrees 57 minutes 24 seconds East a distance of 669.01 feet; thence South 33 degrees 02 minutes 36 seconds East a distance of 39.63 feet; thence Northeasterly along a non-tangential curve concave to the Northwest having a radius of 1859.86 feet; a chord bearing of North 49 degrees 43 minutes 26 seconds East a distance of 394.93 feet; thence North 56 degrees 57 minutes 24 seconds East, not tangent to last described curve a distance of 323.97 feet; thence South 35 degrees 03 minutes 24 seconds West a distance of 22.98 feet; thence Southwesterly 120.34 feet along a tangential curve to the right having a radius of 1959.86 feet; thence North 56 degrees 57 minutes 24 seconds East not tangent to last described curve a distance of 1319.26 feet; thence North 33 degrees 02 minutes 36 seconds West a distance of 12.50 feet; thence North 56 degrees 57 minutes 24 seconds East a distance of 495.70 feet to the East line of said Section 15; thence North 1 degree 15 minutes 22 seconds West a distance of 72.51 feet along the east line of said Section 15 to the point of beginning, according to the Government Survey thereof. Subject to easement for County State Aid Highway No. 17. EXCEPT which lies Westerly of Bluff Creek, the centerline of said creek described as follows: Commencing at the Northwest corner of the Southeast Quarter of Section 15, Township 116 North, Range 23 West of the 5th Principal Meridian; thence on an assumed bearing of South 89 degrees 00 minutes 25 seconds East, along the North line of said Southeast Quarter, a distance of 718.45 feet to the point of beginning of the centerline to be described; thence South 03 degrees 14 minutes 54 seconds West, a distance of 12.34 feet; thence South 12 degrees 17 minutes 21 seconds East a distance of 18.26 feet; thence South 86 degrees 42 minutes 32 seconds East, a distance of 66.41 feet; thence South 00 degrees 11 minutes 36 East, a distance of 10.09 feet; thence South 26 degrees 53 minutes 49 seconds East, a distance of 11.25 feet; thence South 04 degrees 40 minutes 40 seconds East, a distance of 71.53 feet; thence South 08 degrees 34 minutes 33 seconds West, a distance of 513.32 feet; thence South 01 degrees 27 minutes 58 seconds East, a distance of 148.78 feet; thence South 08 degrees 14 minutes 13 seconds West, a distance of 114.78 feet; thence South 30 degrees 49 minutes 36 seconds West, a distance of 256.50 feet; thence South 30 degrees 12 minutes 30 seconds West, a distance of 95.70 feet; thence South 22 degrees 09 minutes 40 seconds East, a distance of 29.71 feet; thence South 10 degrees 54 minutes 04 second West, a distance of 55.44 feet; thence South 14 degrees 39 minutes 10 seconds East, a distance of 15.14 feet; thence South 22 degrees 30 minutes 14 seconds West, a distance of 33.54 feet; thence South 08 degrees 36 minutes 50 seconds West, a distance of 40.11 feet; thence South 10 degrees 58 minutes 44 seconds West, a distance of 16.30 feet; thence South 15 degrees 39 minutes 39 seconds East, a distance of 16.38 feet; thence South 06 degrees 00 minutes 17 seconds East, a distance of 33.74 feet; thence South 33 degrees 58 minutes 55 seconds east a distance of 3.27 feet to a point on the Northerly line of the Milwaukee, St. Paul and Pacific Railroad, said point distance 586.57 feet Northeasterly of the Southwest corner of the above described property, as measured along said Northerly Railroad line, and said line there terminating. That part of the Southeast Quarter of the Northeast Quarter of Section 15, Township 116 North, Range 23 West of the 5th Principal Meridian described as: Beginning at the Southeast corner of said Southeast Quarter of the Northeast Quarter; thence on an assumed bearing of North 89 degrees 00 minutes 25 seconds West along the south line of said Southeast Quarter of the Northeast Quarter a distance of 747.57 feet; thence North 35 degrees 03 minutes 24 seconds East a distance of 1.50 feet; thence Northeasterly 1042.48 feet along a tangential curve to the right having a radius of 2814.79 feet to the East line of said Southeast Quarter of the Northeast Quarter; thence South 00 degrees 24 minutes 06 seconds East along the East line of said Southeast Quarter of the Northeast Quarter a distance of 738.57 feet to the point of beginning, according to Government Survey thereof. Subject to easement for County State Aid Highway No. 17. Torrens Certificate No 24463 Which lie westerly and northwesterly of a line which commences at the East Quarter Corner of said Section 15; thence North 89 degrees 00 minutes 25 seconds West, assumed bearing, along the east -west quarter line of said Section 15 a distance of 814.91 feet to the point of beginning of the line to be described; thence South 7 degrees 44 minutes 18 seconds West, 345.12 feet; thence South 82 degrees 32 minutes 59 seconds West, 115.63 feet; thence South 36 degrees 26 minutes 56 seconds West, 224.45 feet; thence South 54 degrees 19 minutes 50 seconds West, 328.70 feet; thence South 42 degrees 07 minutes 35 seconds East, 167.55 feet; thence South 15 degrees 27 minutes 12 seconds East, 138.46 feet to a southerly line of the above described land, where said line terminates. L- / �'q'la•M 40 1 E \ � / / I 1 L 902 O y O q\ A F O rc9 \OC �v4 9$ T o Z \4 ? 1 •14 b z I u .2' I .� p S \ ¢ c, Y — \ / C-) G p F9(y v O\ FF \ \ � s�yc \\ \ y'rC```9 -A j / \ i :• - —�199�D c2,1 ZA o ? m m S'P'= b z I u .2' I A p ¢ c, 71 v m M i :• - �v Y �a ¢ c, v m M cop \\ T (9 . `J ' y �Fi \ n4 It R ,m Y PROPOSED DRAINAGE& CONSERVATION EASEMENTS 0 "'o, yyp 9 ° AUTOBAHN MOTORPLEX ', SATHRE-BERISQUIST, INC. vv�i 8, i CHANHASSEN, MINNESOTA S ,sS01^'�"'"O""r w.ru,w u. min 1x121^610°0 S AUTOBAHN MOTORPLEX LLC. 9 S GRANT OF PERMANENT EASEMENT Autobahn MotorPlex, LLC, "Grantor", in consideration of One Dollar ($1.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, does hereby grant unto the CITY OF CHANHASSEN, a Minnesota municipal corporation, the Grantee, hereinafter referred to as the "City", its successors and assigns, a permanent easement for drainage and utility purposes over, across, on, under, and through the land situated in the County of Carver, State of Minnesota, as legally described on the attached Exhibit "A". INCLUDING the rights of the City, its contractors, agents, servants, and assigns, to enter upon the permanent easement premises at all reasonable times to construct, reconstruct, inspect, repair, and maintain said drainage and utility systems over, across, on, under, and through the permanent easement premises, together with the right to grade, level, fill, drain, and excavate the permanent easement premises, and the further right to remove trees, bushes, undergrowth, and other obstructions interfering with the location, construction, and maintenance of said public drainage and utility easements. The above named Grantor, for himself, his heirs and assigns, does covenant with the City, its successors and assigns, that he is well seized in fee title of the above described easement premises; that he has the sole right to grant and convey the easement to the City; that there are no unrecorded interests in the easement premises; and that he will indemnify and hold the City harmless for any breach of the foregoing covenants. IN TESTIMONY WHEREOF, the Grantor hereto has signed this document this day of M i�Y _, 2007. STATE OF MINNESOTA ss. COUNTY OF This instrument was acknowledged before me this t day of �' 2007, by Bruno J. Silikowski, Managing Partner. ' O �c Notary Public THIS INSTRUMENT WAS DRAFTED BY: Crry OF CHANHAssEN P. O. Box 147 7700 Market Boulevard Chanhassen, MN 55317 (952)227-1100 IfCAROL M. DUNSMORE Notary public -Minnesota . MY Comm ssbn E� Public -; Jen 31, 2010 EXHIBIT A PROPOSED EASEMENT DESCRIPTION FOR DRAINAGE & UTILITY PURPOSES A 47.00 foot Easement for drainage and utility purposes over, under and across those parts of the following described land: That part of the Southeast Quarter of Section 15, Township 116 North, Range 23, West of the 5th Principal Meridian described as: Beginning at the Northeast corner of said Southeast Quarter; thence on an assumed bearing of North 89 degrees 00 minutes 25 seconds West along the North line of said Southeast Quarter a distance of 2614.22 feet to the Northwest comer of said Southeast Quarter; thence South 00 degrees 59 minutes 45 seconds East along the west line of said Southeast Quarter a distance 1766.11 feet; thence North 56 degrees 57 minutes 24 seconds East a distance of 669.01 feet; thence South 33 degrees 02 minutes 36 seconds East a distance of 39.63 feet; thence Northeasterly along a non-tangential curve concave to the Northwest having a radius of 1859.86 feet; a chord bearing of North 49 degrees 43 minutes 26 seconds East a distance of 394.93 feet; thence North 56 degrees 57 minutes 24 seconds East, not tangent to last described curve a distance of 323.97 feet; thence South 35 degrees 03 minutes 24 seconds West a distance of 22.98 feet; thence Southwesterly 120.34 feet along a tangential curve to the right having a radius of 1959.86 feet; thence North 56 degrees 57 minutes 24 seconds East not tangent to last described curve a distance of 1319.26 feet; thence North 33 degrees 02 minutes 36 seconds West a distance of 12.50 feet; thence North 56 degrees 57 minutes 24 seconds East a distance of 495.70 feet to the East line of said Section 15; thence North 1 degree 15 minutes 22 seconds West a distance of 72.51 feet along the east line of said Section 15 to the point of beginning, according to the Government Survey thereof. Subject to easement for County State Aid Highway No. 17. EXCEPT which lies Westerly of Bluff Creek, the centerline of said creek described as follows: Commencing at the Northwest corner of the Southeast Quarter of Section 15, Township 116 North, Range 23 West of the 5th Principal Meridian; thence on an assumed bearing of South 89 degrees 00 minutes 25 seconds East, along the North line of said Southeast Quarter, a distance of 718.45 feet to the point of beginning of the centerline to be described; thence South 03 degrees 14 minutes 54 seconds West, a distance of 12.34 feet; thence South 12 degrees 17 minutes 21 seconds East a distance of 18.26 feet; thence South 86 degrees 42 minutes 32 seconds East, a distance of 66.41 feet; thence South 00 degrees 11 minutes 36 East, a distance of 10.09 feet; thence South 26 degrees 53 minutes 49 seconds East, a distance of 11.25 feet; thence South 04 degrees 40 minutes 40 seconds East, a distance of 71.53 feet; thence South 08 degrees 34 minutes 33 seconds West, a distance of 513.32 feet; thence South 01 degrees 27 minutes 58 seconds East, a distance of 148.78 feet; thence South 08 degrees 14 minutes 13 seconds West, a distance of 114.78 feet; thence South 30 degrees 49 minutes 36 seconds West, a distance of 256.50 feet; thence South 30 degrees 12 minutes 30 seconds West, a distance of 95.70 feet; thence South 22 degrees 09 minutes 40 seconds East, a distance of 29.71 feet; thence South 10 degrees 54 minutes 04 second West, a distance of 55.44 feet; thence South 14 degrees 39 minutes 10 seconds East, a distance of 15.14 feet; thence South 22 degrees 30 minutes 14 seconds West, a distance of 33.54 feet; thence South 08 degrees 36 minutes 50 seconds West, a distance of 40.11 feet; thence South 10 degrees 58 minutes 44 seconds West, a distance of 16.30 feet; thence South 15 degrees 39 minutes 39 seconds East, a distance of 16.38 feet; thence South 06 degrees 00 minutes 17 seconds East, a distance of 33.74 feet; thence South 33 degrees 58 minutes 55 seconds east a distance of 3.27 feet to a point on the Northerly line of the Milwaukee, St. Paul and Pacific Railroad, said point distance 586.57 feet Northeasterly of the Southwest corner of the above described property, as measured along said Northerly Railroad line, and said line there terminating. That part of the Southeast Quarter of the Northeast Quarter of Section 15, Township 116 North, Range 23 West of the 5th Principal Meridian described as: Beginning at the Southeast corner of said Southeast Quarter of the Northeast Quarter; thence on an assumed bearing of North 89 degrees 00 minutes 25 seconds West along the south line of said Southeast Quarter of the Northeast Quarter a distance of 747.57 feet; thence North 35 degrees 03 minutes 24 seconds East a distance of 1.50 feet; thence Northeasterly 1042.48 feet along a tangential curve to the right having a radius of 2814.79 feet to the East line of said Southeast Quarter of the Northeast Quarter; thence South 00 degrees 24 minutes 06 seconds East along the East line of said Southeast Quarter of the Northeast Quarter a distance of 738.57 feet to the point of beginning, according to Government Survey thereof. Subject to easement for County State Aid Highway No. 17. Torrens Certificate No 24463 Which lie 22.00 feet to the right and 25.00 feet to the left of a line which commences at the East Quarter Corner of said Section 15; thence North 00 degrees 24 minutes 31 seconds West, assumed bearing, along the East line of said Northeast Quarter of Section 15, a distance of 271.91 feet to the point of beginning of said line; thence South 89 degrees 35 minutes 29 seconds West, 63.07 feet; thence southwesterly along a tangential curve, concave to the south, a distance of 85.38 feet, said curve has a radius of 100.00 feet and a central angle of 48 degrees 55 minutes 05 seconds; thence South 40 degrees 40 minutes 24 seconds West, tangent to the last described curve, 157.91 feet; thence southerly along a tangential curve, concave to the east, a distance of 191.68 feet, said curve has a radius of 150.00 feet and a central angle of 73 degrees 12 minutes 57 seconds; thence South 32 degrees 32 minutes 33 seconds East, tangent to the last described curve, 22.02 feet; thence southerly and southwesterly along a tangential curve, concave to the northwest, a distance of 79.66 feet to a point hereinafter described as "Point A," said curve has a radius of 100.00 feet and a central angle of 45 degrees 38 minutes 23 seconds; thence continuing along said curve a distance of 76.61 feet, said curve has a radius of 100.00 feet and a central angle of 43 degrees 53 minutes 48 seconds; thence South 56 degrees 59 minutes 38 seconds West tangent to the last described curve, 237.90 feet; thence South 55 degrees 04 minutes 14 seconds West, 327.48 feet; thence South 56 degrees 57 minutes 49 seconds West, 74.36 feet to a point hereinafter known as "Point B," where said line terminates. Also an Easement for drainage and utility purposes over, under and across that part of the above described land the which lies within a circle described as commencing at the above described, "Point A;" thence South 76 degrees 54 minutes 10 seconds East, 6.88 feet to the center of said circle, said circle has a radius of 50.00 feet. Said Easement, within said circle, lies southeasterly of above described 47.00 foot strip easement. Also an Easement for drainage and utility purposes which begins at the above described, "Point B;" thence North 33 degrees 02 minutes 11 seconds West, 79.23 feet; thence North 07 degrees 56 minutes 13 seconds West, 181.45 feet; thence South 82 degrees 32 minutes 59 seconds West, 104.50 feet; thence South 36 degrees 26 minutes 56 seconds West, 224.45 feet; thence North 83 degrees 59 minutes 30 seconds East, 89.08 feet: thence South 33 degrees 26 minutes 11 seconds East, 198.34 feet to a southerly line of the above described land; thence North 56 degrees 57 minutes 49 seconds East, along said southerly line, 146.77 feet; thence North 33 degrees 02 minutes 11 seconds West, 29.29 feet to the point of beginning. W:1Ro "\63M-ODI_F1NAL PIAT-AUIC)BAHN MO70R COMPIEUdd\ EGAL DESCRUMONSAU OBAHN DRAINAGE & UTILITY DESC(0413"7)_.dw I I I a 'On 44 1u°.. •1,4 F. \IOP � � I '- <..,,�]ao°z'ii•w SEM��S / G3 0111 ,Air 4° 1pl: I I I a 'On 44 1u°.. •1,4 F. \IOP � � I I I I a 'On 44 1u°.. •1,4 DEVELOPER: Autobahn MotorPlex, LLC Attn: Bruno Slllkow kl Ir �G` \ N 3615 Zircon Lane North Plymouth, MN 55446 �> /� c✓IJ�'•`'� \ \\ Ph 612-850-8398 PROPOSED ZONING- INDUSTRIAL OFFICE PARK DISTRICT �aY'ene eaNfO F. �VS e Ep5 ��n �' '- <..,,�]ao°z'ii•w SEM��S / ,Air DEVELOPER: Autobahn MotorPlex, LLC Attn: Bruno Slllkow kl Ir �G` \ N 3615 Zircon Lane North Plymouth, MN 55446 �> /� c✓IJ�'•`'� \ \\ Ph 612-850-8398 PROPOSED ZONING- INDUSTRIAL OFFICE PARK DISTRICT �aY'ene eaNfO v is •_. �G' T w�S kS Co.-Ce"'t �O-�4t�f✓ 13> 7 &Aw - C�� A- MAIN PHOTOGRAPH by CRAIG BARES A Different Kind of Driving Range Former management consultant Bruno Silikowski is building a "country club" for owners of vintage, classic, and high-performance cars in Chanhassen. It will be a place to talk wheels, hang out, and—perhaps some day—take your tar out for a high-speed spin. by John Gilbert c;>At your typical country club, the drives that members cafe about are tee shots down the fairways. But for Win Cities�area owners of vintage, classic, or high-performance cars, the term "country club" will soon take on a different meaning. A louder meaning. In April, ground is scheduled to be broken for the Auto MotorPlex Minneapolis in Chanhassen. Think of the MotorPlex as a private club for upscale gearheads. It will be a place not only tostore and main- tain your Porsche 911,'66 Ford Mustang, or other high -style auto, but also a club where you can hang out with fellow cool -car enthusiasts. In time, the Auto MotorPlex Minneapolis could also include a track where car owners can let their vehicles open up at speeds much greater than a rural freeway allows—and without those pesky high- way patmhnen lurking near overpasses. . The driving force behind the MotorPlex; which m scheduled to have its grand opening in October, is Bruno Silikowski, a former manage- ment consultant whose love of fast cars inspired him to start the club. He's not charting new territory—similar facilities have opened up across the country.- But for Minnesota owners of Ferraris and other high-performance cars, the MotorPlex could provide room to zoom. MMRl00].iWJy=SWSWSS 53 Some salespeopleeat you for lunch. We prefer to provide it. We not only provide lunch, but also food for thought. See, each month SME unites sales and marketing people to gain the knowledge to sellsmarter and sell mom. You'll learn from people willing to share their vast and personal experiences that have helped them to succeed in sales. They speak. You cat lunch. How sweet is that? To register for an upcoming event. please visit wwwsmemn.org. For further information, please contact Dreada Wendell at 763.746.3400 or drenda0smemmorg. UPCOMING EVENTS - - -- Friday, April 2n. 2007 Pond discussion ore Burimess Ethics Wirk an Wn dw&. kv Meaney Gencral Lori Suronson. ` �dwww. SMEMN uat 'JL ti3`.t'.'iGur " A DIFFERENT KIND OF DRIVING RANGE Car Driven *Silikowski has been a car gu since his teen years in Cleveland when: he frequently entered aua toens competitions. He ea undergraduate and master's en ginecring degrees from Ohio Stale University—his goal, no surprisingly, was to work for automaker. Instead, a chance meeting led to a job with the Cleveland office of Andersen Consulting (now Accenture). There he worked on large-scale corporate -change, supply -chain management, and company - turnaround projects—all the while acquiring a variety of sports cars. He was eventually lured away from Andersen Consulting by a client, which started him on a career track in corporate man- agement. One of his employers was a motorsports company, which gave him the chance to visit a number of aummakers in the U.S. and Germany During a trip to the Porsche factory Si- likowski was invited to meet with the Porsche Cup team own. er and to drive a Porsche 911 ona the famed Nurburgring Nord- schleife racetrack—nicknmed "the green hell" because of its wicked twists and turns. About 10 years ago, a re- cruiter offered Silikowski the chance to run a manufacturing and supply -chain practice for a major consulting company— which turned out to be an An- dersen subsidiary in the WinCities. Silikowski agreed to re- turn to Andersen, moving with his family to Plymouth. His new, house had a f x r - garage, but even that wasnt big enough to accommodate Si- likowsld's three sports cars, mo- torcycle, and boat (not to men- tion the family's minivan and SUV). As he hunted around for a storage location, a friend sug- gested the idea of building a motor -sports park like that being K built in Joliet, a city about So y miles southwest of Awntown Chicago. That facility, the Autobahn reed Country Club, which opened in - April 2005, is the brainchild of Mark Basso. As a kid growing up t in Illinois, Basso often played at an his father's golf club—but soon found that he was more interest ed in driving the golf carts than in golfing. As a grownup, he saw a market for a facility where owners of fast cars could safely (and legally) drive them at inter- state -exceeding speeds. "We presold the concept with very limited funds and realized if we built it they would come," says Mike Keck, Autobahn's market- ing and communications dimsc. tor. "And they haw." The idea took off fast. Most of the Autobahn's 300 memberships were snapped up just a few months after the facilityls open- ing, and the club earned ink in the Wall Street Journal, Forbes, and Car and Driver. The Auto - balm Country Club isn't the first facility of its kind—the former Virginia International Raceway in Alton; Virginia, which re- opened as a driving "resort" in 2000, is considered the origina- tor of the concept But the Auto- bahn is a model of a different kinda private car club that is close to a major metropolitan area and a critical mass of up- scale pscale car owners. The 350 -acre Autobahn includes 3.56 miles of mad -course track Since the Au- tobahn's opening, several similar facilities have been built across the country, and mole are in de- velopment Silikowski says he "laughed about the idea" of opening his own motorsports place at first. "Then I thought about it for a couple of years," he recalls. "About three years ago, I formed an entity to explore it." One of his moves was hiring the Auto- balm owners as consultants. A key piece of the business plan fell into place as Silikowski hunted for a suitable site for the MotorPlex. (He ended up buying a 40 -acre plot on Audubon Road in Chanhassen, just south of Highway 5.) He inquired about some land owned by an old busi- ness acquaintance, Ron Offutt, the Fargo -based entrepreneur whose holdings include large po- tato farms and numerous John Deere dealerships. Offutt's invest- ment group liked the "private garage -condo" concept and be- came a 50 -percent financial part- ner in the MotorPlex venture. fiarage Logic *The MotorPlex will consist of a clubhouse and an outdoor court - Yard nestled among a down stor- age buildings, which will house approximately 175 1,000 -square - foot cancondo units. (The units can be configured based on cus- tomer specifications.) So far, si- likowski says, more than a dozen applicants have signed up to own one of the condos. Each member will get room for stor- ing and tuning his or her vehi- cles. The facility also will include wash -down bays. In addition, there will be mechanics available for basic maintenance needs, and a concierge service to handle shipped parts and equipment. The clubhouse, which has been designed to resemble a Eu. ropean carriage house, will be available for casual gatherings as well as special events, such as auto -club meetings and car shows. There also will be room for auto dealership vehicle dis- Plays. "We want it to be a place to hang out for every car person and group," Silikowski says. "The clubhouse will be a destination location, a place to hang out with people with like interests. There will be small nooks for intimate Private discussions with friends, and large enough areas for Porsche Club meetings, for ex- ample. We intend to tent the fa- cility to car clubs, corporations, and other groups. It will be busi- ness friendly, with Wi-Fi hook- ups and presentation monitors." All told, Silikowski says, the MotorPlex "will be a perfect place for people to get together to watch a Formula 1 race, or a friendly place where people can work on their cars, or get togeth- er and smoke a good cigar." The Motorplez won't sell liquor or in- clude a restaurant, he adds, "but we will have food catered, and we will rent lockers so members can use it as their own private bottle club." The fust MotorPlex building is scheduled to be completed in early August, with the clubhouse ready sometime later in the year. The only thing missing from the MotorPlez's current business Plan is a road -racing circuit like the Chicago -area Autobahn's, but stay tuned. Silikowski may build such a track in the future at a dif- ferent location. If the MotorPlex succeeds, he could take the idea to Florida and other locations. But for now, there's one thing to say Minnesota gearheads, you may start your engines. Ica Duluth-basedlohn Gilbert write, about cars for twin Cities Busi- ness and otherpublicanuits. WITH A BELIEF POTENTIAL OF March 7, 2007 bach and aik, Ltd. Riley Legal Advisor. 22 Soouh Six hHStreet, Suite 4320 is, MIN 55402 Purgatory 6112 333 71400 Fax 612 3338959 Bluff Creek Engineering Advisor: Ban Engineering 4700 west 77th Street 35 Watershed District 95283-2 Minneapolis, 95 952 832-2600 Fax: 952 832-2601 Web Site: http//www.rileypurgatorybluffcreek.org Mr. Bruno Silikowski 3615 Zircon Lane North Plymouth, MN 55446 Re: Permit #2007-06: Autobahn MotorPlex: Chanhassen Dear Mr. Silikowski: The Board of Managers of the Riley -Purgatory -Bluff Creek Watershed District has reviewed the plans and grading and land alteration permit application as submitted to the District for the Autobahn MotorPlex in Chanhassen. The Managers approve of the grading and land alteration permit subject to the following conditions 1. All conditions as outlined in the attached General Provisions are applicable. If you have any questions regarding the conditions of the District's permit, please call us at 952-832-2600. in%ceerreelly`,� \ Robert C. Obermeyer BARR ENGINEERINCO. Engineers for the District Approved by the Board of Managers Y- GATPRY-BLUFF CREEK WATERSHED DISTRICT President Date: �/tiv c: Paul Haik Erin Ahola Charlie Wiemerslage ::ODMA\PCDOCS\DOCS\248044n Board of Managers Howard Peterson James Landini Kenneth Wencl Michael Casanova Erin Ahola Permit: #2007-06 Project Name: Autobahn MotorPlex: Chanhassen Approval Date: March 7, 2007 General Provisions 1. All erosion control measures shown on the plans must be installed prior to commencement of grading operations and be maintained until all areas altered on the site have been restored. If silt fence is used, the bottom flap must be buried and the maximum allowable spacing between posts is 4 -foot on center. All posts must be either 2" x 2" pine, hardwood, or steel fence posts. If hay bales are used, all bales must be staked in place and reinforced on the downstream side with snow fence. The silt fence must be orange in color, which will be more evident and easier to locate for removal at the completion of the project. 2. All areas altered because of construction must be restored with seed and disced mulch, sod, wood fiber blanket, or be hard surfaced within two weeks from the completion of construction or no later than October 15, 2007. 3. Upon completion of construction and restoration of areas disturbed, the permit applicant is responsible for the removal of all erosion control measures installed throughout the site. 4. Street sweeping must be undertaken and completed on an as -needed basis. 5. At the entryway onto the site, a rock filter dike being a minimum of 2 feet in height and having maximum side slopes of 4:1 must be constructed. This rock filter dike will enable construction traffic to enter the site and also provide an erosion control facility. 6. The District must be notified in writing a minimum of 48 hours prior to commencement of construction. Upon receipt of this notification, a field inspection of the project site by the District's engineer will be undertaken to ensure that all erosion control measures have been properly installed. Construction cannot commence until this field inspection has been completed. 7. Upon completion of the project, the permit applicant is required to complete and submit the middle portion of the attached permit, indicating that the project has been completed. Upon receipt of this application, a field inspection of the site by the District's engineering advisor will be undertaken to ensure that all areas have been properly restored and that all erosion control measures throughout the project site have been removed. 8. The Riley -Purgatory -Bluff Creek Watershed District (RPBCWD), its officers, employees and agents review, comment upon, and approve plans and specifications prepared by permit applicants and their consultants for the limited administrative purpose of determining whether there is reasonable assurance that the proposed project will comply with the regulations and criteria of the RPBCWD and other state and federal agencies. The determination of the RPBCWD that issuance of this permit is appropriate was made in reliance on the information provided by the applicant. ::ODMA\PCDOCS\DOCS\248044\1 9. The grant of this permit shall not in any way relieve the permittee, its engineer, or other professional consultants of responsibility, nor shall it make the RPBCWD responsible for the technical adequacy of the engineer's or consultant's work. The grant of this permit shall not relieve the permittee from complying with all conditions and requirements of the permit, which shall be retained, by the permittee with the permit. 10. The issuance of this permit does not convey any property rights in either real or personal property, or any exclusive privileges, nor does it authorize any injury to private property or any invasion of personal rights, nor any infringement of federal, state, or local laws or regulations. 11. This permit is permissive only. No liability shall be imposed upon the RPBCWD or any of its officers, agents or employees, officially or personally, on account of the granting of this permit or on account of any damage to any person or property resulting from any act or omission of the permittee or any of its agents, employees, or contractors. 12. In all cases where the doing by the permince of anything authorized by this permit shall involve the taking, using, or damaging of any property, rights or interests of any other person or persons, or of any publicly owned lands or improvements or interests, the permittee, before proceeding therewith, shall obtain the written consent of all persons, agencies, or authorities concerned, and shall acquire all necessary property, rights and interest. 13. This permit is not transferable. The permittee shall make no changes, without written permission previously obtained from the RPBCWD, in the dimensions, capacity, or location of any items of work authorized by this permit. 14. The permittee shall grant access to the site at all reasonable times during and after construction to authorized representatives of the RPBCWD for inspection of the work authorized by this permit. 15. This permit may be terminated by the RPBCWD at any time deemed necessary in the interest of public health and welfare, or for violation of any of the provisions of this permit, unless otherwise provided in the special provisions. 16. Construction work authorized under this permit shall be completed on or before date specified above. The permittee may, in writing, request that the RPBCWD extend the time to complete the project and shall state the reason for any requested extension. 17. If dewatering is required and sump pumps are used, all pumped water must be discharged through an erosion control facility prior to leaving the construction site. Proper energy dissipation must be provided at the outlet of the pump system. ::ODMA\PCDOCS\DOCS\248044\I 2 Please Send Application to: Barr Engineering Company 4700 West 77th Street IYgnneapolis, MN 55435 Phone: (952) 032-2600 Fax: (952)832-2501 P.A. # 2007-06 RILEY-PURGATORY-BLUFF CREEK WATERSHED DISTRICT GRADING AND EARTHMOVING PERMIT Application for permi, permit status, notification of completion and certillcauon of COrn tion. The top portion of the application mist he completed before the District will consider the application. Name of Applicant: Bruno Silikowski Address 3615 Zircon Lane North, Plymouth MN 55446 Telephone (612) 850-8398 Nature of work Pond/site excavation & grading for proposed streets & utilities for commercial development Location of Work NW quadrant of the intersection of Audubon Road and Milwaukee, St. Paul Railroad ROW Municipality Chanhassen Projected duration of work Spring 2007 to Winter of 2007 Procedures to be used to control erosion and sedimentation See Erosion Control Plan Legal Owner of Property: Autobahn MotorPlex L.L.C. Legal Description of Property Part of the Southeast Q11a_rter of Section 15 Township 116 North Range 23 Properly Identification Number Field Inspection Fee: Projects less than 10 acres: $1,2DO Projects greater than 10 acres & less than 40 acres: $2,500 Project greater than 40 arses: $5,00 Payment is to be made to" Riay-Purgatory-Bluff Creek Watershed District at the time of application _ Fees are not required for public projects_ The District's Rules and Regulations outline the requirements of the District. 'Date Permit application received by the District on the 14th All work shag be completed by the 15th day of collateral required is none Applicant day of February 20 07 October , 20 07 _ The amount and nature of This permit application is hereby (JWdd ! approved) by the Board of Managers of the Watershed District this 7th day of March 20 07, subject to the conditions contained in the attached correspondence dated March 7, 2007 This peril is permissive only and does not release the permittee from any liability or obligation imposed by Minnesota Statutes, Federal Law, or local ordinances. Pres int of Board of Managers Notice of. completion of work authorized ❑, expiration of grading permit ❑, is hereby given to the District on this day of 20 Permittee Certification of the satisfactory completion of wok authorized is hereby made on the day of 20 Inspector C:kWlNNT1ProfilesU0esldopiDOCS-17D0C CITY OF CHANHASSEN P O BOX 147 CHANHASSEN MN 55317 01/22/2007 9:51 AM Receipt No. 0033112 CLERK: katie PAYEE: Parsinen Kaplan Rosberg & Gotl ------------------------------------------------------- Use & Variance 25.00 Total Cash Check 48847 Change 25.00 0.00 25.00 0.00 SCANNED Engineering January 19, 2007 CITY OF This office has been requested to confirm certain facts and circumstances CHANHASSEN Autobahn Motorplex Minneapolis, LLC Finance and Commercial Partners Title, LLC 7700 Market Boulevard Attn: Towle H. Neu PO Boz 147 c/o Parsinen Kaplan Rosberg & Gotlieb, PA Chanhassen, MN 55317 100 South Fifth Street, Suite 1100 Administration Minneapolis, MN 55402 Phone: 952.227.1100 and are required to comply with the building codes, ordinances and Fax: 952.227.1110 Re: Autobahn Motorplex Building Inspections PID No. 250151210 Phone: 952.227.1180 Fax. 952.727.1190 Dear Mr.Neu: Engineering 3. The proposed use of the property for storage garages is a permitted use under Phone: 952.227.1160 This office has been requested to confirm certain facts and circumstances Fac 952.227.1170 concerning the current zoning and land use of the above referenced property. In Finance furtherance of that request, we hereby confirm and advise you as follows, to wit: Phone: 952.227.1140 4. The improvements to the property as set forth in the approved site plan for Fax: 952.227.1110 1. The above referenced property is located within the corporate limits of the Park S Recreation City of Chanhassen, Carver County, Minnesota. Accordingly, the building Phone: 952227.1120 and other improvements comprising the property are under the jurisdiction Fax: 952.227.1110 and are required to comply with the building codes, ordinances and Recreation Center regulations of the City of Chanhassen, Carver County, Minnesota. 2310 Coulter Boulevard Phone: 952227.1400 Fax 952227.1404 2. The property is located in a district with zoning classification of Industrial Office Park District, IOP, and a comprehensive plan designation of Planning & Office/Industrial. The zoning classification is consistent with the Natural Resounars Phone: 952.227.1130 comprehensive plan designation. A copy of the zoning district regulations is Fax: 952.227.1110 enclosed. Public Works 1591 Park Road 3. The proposed use of the property for storage garages is a permitted use under Phone: 952227.1300 the aforesaid zoning classification and is consistent with the aforesaid Fac 952.227.1310 comprehensive plan designation. Senior Center Phone: 952.227.1125 4. The improvements to the property as set forth in the approved site plan for Fac 952.227.1110 Planning Case #06-34 was approved on December 11, 2006 by the Chanhassen Web Site City Council for 12 buildings (one clubhouselmuseum building and I 1 storage www.ci.chanhassen.mmus buildings totaling approximately 177,000 square feet of building area). 5. There is a variance in conjunction with a conditional use permit permitting development within the Bluff Creek Overlay District in connection with the operation of the improvements on the property as well as a conditional use permitted permitting up to 14 structures on one lot that was approved on December 11, 2006. The City of Chanhassen • A growing community with clean lakes, quality schools, a charming downtown, thriving businesses, winding trails, and beautiful parks. A great place to live, work, and play. Autobahn Motorplex January 19, 2007 Page 2 of 2 Should additional information be required of this office concerning the property, you may contact the undersigned. Sincerely, Robert Generous, AICP Senior Planner Enclosure 9:\plan\2006 planning ca X06-34 autobahn motorplexV.oning letter.dm ZONING § 20-812 (6) The maximum height is as follows: a. For the principal structure, two stories. b. For accessory structures, one story. (7) Minimum setback requirements: a. For front yards, 35 feet. b. For rear yards, 30 feet. C. For side yards, 15 feet. d. The minimum setback is 50 feet when it abuts a residential district without being separated from the residential district by a street or railroad right-of-way. (Ord. No. 80, Art. V, § 15(5-15-5), 12-15-86; Ord. No. 94, §§ 1, 6, 7-25-88) Sec. 20-796. Interim uses. The following are interim uses in the "OI" District: (1) Temporary classroom structures for use by public or private schools needed for temporary use. (Ord. No. 282, § 1, 6-22-98) Secs. 20-797-20-810. Reserved. ARTICLE ?EXIT. "IOP INDUSTRIAL OFFICE PARK DISTRICT Sec. 20-811. Intent. The intent of the "IOP" District is to provide an area identified for large scale light industrial and commercial planned development. (Ord. No. 80, Art. V, § 16(5-16-1), 12-15-86) Sec. 20-812. Permitted uses. The following uses are permitted in an "IOP" District: (1) Antennas as regulated by article XXX of this chapter. (2) Automotive repair shops. (3) Conference/convention centers. (4) Health services. (5) Indoor health and recreation clubs. (6) Light industrial. (7) Offices. (8) Off -premises parking lots. CD20:141 § 20-812 CHANHASSEN CITY CODE (9) Print shops. (10) Recording studios. (11) Utility services. (12) Vocational school. (13) Warehouses. (Ord. No. 80, Art. V, § 16(5-16-2), 12-15-86; Ord. No. 240, § 21, 7-25-95; Ord. No. 259, § 27, 11-12-96; Ord. No. 377, § 109, 5-2404) Sec. 20-813. Permitted accessory uses. The following are permitted accessory uses in an "IOP" District: (1) Automotive repair shop. (2) Day care center. (3) Parking lots and ramps. (4) Signs. Retail sales of products stored or manufactured on the site provided no more than 20 percent of the floor space is used for retail sales. (Ord. No. 80, Art. V, § 16(5-16-3), 12-15-86; Ord. No. 93, § 1, 7-25-88; Ord. No. 377, § 110, 5-2404) Sec. 20-814. Conditional uses. The following are conditional uses in an "IOP' District: (1) Contracting yards. (2) Day care centers as part of a multitenant building. (3) Day care centers as a separate facility. (4) Food processing. (5) Home improvement trades. (6) Hotels and motels. (7) Lumber yards. (8) Motor freight terminals. (9) Outdoor health and recreation clubs. (10) Screened outdoor storage. (11) Research laboratories. (12) Reserved. CD20:142 �I ZONING § 20-815 (13) Commercial towers as regulated by article XXX of this chapter. (14) Electrical distribution and underground electric distribution substations. (Ord. No. 80, Art. V, § 16(5-16-4), 12-15-86; Ord. No. 97, § 1, 10-24-88; Ord. No. 120, § 4(12), 2-12-90; Ord. No. 259, § 28, 11-12-96; Ord. No. 377, § 111, 5-24-04; Ord. No. 390, § 5, 3-14-05) State law reference—Conditional uses, M.S. § 462.3595. See. 20-815. Lot requirements and setbacks. The following minimum requirements shall be observed in an "10P" District subject to additional requirements, exceptions and modifications set forth in this chapter: (1) The minimum lot area is one acre. (2) The minimum lot frontage is 150 feet, except that lots fronting on a cul-de-sac shall have a minimum frontage of 60 feet. (3) The minimum lot depth is 200 feet. (4) The maximum lot coverage is 70 percent. (5) Off-street parking shall comply with district setback requirements except: a. There is no minimum setback when it abuts a railroad right -of --way, except as provided in sections 20-1191 and 20-1192 pertaining to landscaping require- ments. b. There is no minimum setback when it abuts, without being separated by a street, another off-street parking area. C. The minimum setback is 50 feet when it abuts a residential district without being separated from the residential district by a street or railroad right-of-way. d. The minimum setback is 25 feet for side street side yards. e. Parking setbacks along public rights-of-way may be reduced to a minimum of ten feet if the applicant can demonstrate to the satisfaction of the city that one -hundred -percent screening is provided at least five feet above the adjacent parking lot. The intent of this section is that the city is willing to trade a reduced setback for additional landscaping that is both an effective screen and of high quality aesthetically. Acceptable screening is to be comprised of berming and landscaping. Screening through the use of fencing is not permitted. (6) The maximum height is as follows: a. For the principal structure, four stories/50 feet. b. For accessory structures, one story. (7) Minimum setback requirements: a. For front yards, 30 feet. b. For rear yards, ten feet. C. For side yards, ten feet. Supp. No. 1 CD20:143 § 20-815 CHANHASSEN CITY CODE d. The minimum setback is 50 feet when it abuts a residential district without being separated from the residential district by a street or railroad right-of-way. e. Buffer yards: The city comprehensive plan establishes a requirement for buffer yards. Buffer yards are to be established in areas indicated on the plan where higher intensity uses interface with low density uses. In these areas, a 50 -foot buffer yard is to be provided where the interface occurs along a public street, a 100 -foot buffer yard is required where the interface occurs on internal lot lines. The buffer yard is an additional setback requirement. It is to be cumulatively calculated with the required setbacks outlined above. The full obligation to provide the buffer yard shall be placed on the parcel containing the higher intensity use. The buffer yard is intended to provide additional physical separation and screening for the higher intensity use. As such, they will be required to be provided with a combination of berming, landscaping and/or tree preservation to maximize the buffering potential. To the extent deemed feasible by the city, new plantings shall be designed to require the minimum of maintenance, however, such maintenance as may be required to maintain consistency with the approved plan, shall be the obligation of the property owner. Buffer yards shall be covered by a permanently recorded conservation easement running in favor of the city. In instances where existing topography and/or vegetation provide buffering satisfac- tory to the city, or where quality site planning is achieved, the city may reduce buffer yard requirements by up to 50 percent. The applicant shall have the full burden of demonstrating compliance with the standards herein. (Ord. No. 80, Art. V, § 16(5-16-5), 12-15-86; Ord. No. 94, §§ 1, 7, 7-25-88; Ord. No. 136, §§ 1A, 1B, 1-28-91) Seo. 20-816. Interim uses. The following are interim uses in the "IOP" District: (1) Churches. (2) Concrete mixing plants. (Ord. No. 120, § 3, 2-12-90) Secs. 20-817-20-900. Reserved. Supp. No. 1 CD20:144 PARSINEN KAPLAN ROSBERG & GOTLIEB P.A. January 18, 2006 Mr. Josh Metzer Planning Department City of Chanhassen P.O. Box 147 Chanhassen, Minnesota 55317 Re: Autobahn Motorplex PID No.25-0151210 Our File No.14954/1 Mr. Metzer: Linda G. Chandler (612)342-0392 lchandler@parlaw.com This letter is to request a letter verifying the current zoning of the Autobahn Motorplex complex, which zoning was recently changed pursuant to Ordinance No. 439, unexecuted copy enclosed, in connection with Planning Case No. 06-34. Enclosed is our check in the amount of $25.00 for your services. The original of the letter should be addressed to, and sent directly, as follows: Autobahn Motorplex Minneapolis, LLC and Commercial Partners Title, LLC c/o Parsinen Kaplan Rosberg & Gotlieb, PA 100 South Fifth Street, Suite 1100 Minneapolis, Minnesota 55402 Attention: Towle H. Neu Please deliver a copy of the letter to me via facsimile. Thank you for your assistance, and please call with any questions or comments. Sincerely yours, Lmda G. Chandler Legal Assistant O's Enclosures - lil cc: Towle H. Neu MFtIT�y 461882A CPI"Y OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA ORDINANCE NO. 439 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 the western portion of the property of the Autobahn Motorplex site as described on the attached Exhibit A, from Agricultural Estate District, A2, to Industrial Office Park., IOP. 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 4. This ordinance shall be effective immediately upon its passage and publication. PASSED AND ADOPTED by the Chanhassen City Council this 11th day of December, 11. ATTEST: Todd Gerhardt, Clerk/Manager Thomas A. Furlong, Mayor (Published in the Chanhassen Villager on December 21, 2006) EXHIBIT A Legal Description That part of the Southeast Quarter of Section 15, Township 116, Range 23, West of the 5"' Principal Meridian described as follows: Beginning at the Northeast corner of said Southeast Quarter thence on an assumed bearing of North 89 degrees 00 minutes 25 seconds West along the North line of said Southeast Quarter a distance of 2614.22 feet to the Northwest corner of said Southeast Quarter; thence South 00 degrees 59 minutes 45 seconds East along the west line of said Southeast Quarter a distance of 1766.11 feet; thence North 56 degrees 57 minutes 24 seconds East a distance of 669.01 feet; thence South 33 degrees 02 minutes 36 seconds East a distance of 39.63 feet; thence Northeasterly along a non-tangential curce concave to the Northwest having a radius of 1859.86 feet; a chord bearing North 49 degrees 43 minutes 26 seconds East of 394.93 feet; thence North 56 degrees 57 minutes 24 seconds east, not to last described curve a distance of 323.97 feet; thence South 35 degrees 03 minutes 24 seconds West a distance of 22.98 feet; thence Southwesterly 120.34 feet along a tangential curve to the right having a radius of 1959.86 feet; thence North 57 degrees 57 minutes 24 seconds East not tangent to the last described curve a distance of 1319.26 feet; thence North 33 degrees 02 minutes 36 seconds West a distance of 12.50 feet; thence North 56 degrees 57 minutes 24 seconds East a distance of 495.70 feet to the East line of said Section 15; thence North 1 degree 15 minutes 22 seconds West a distance of 72.51 feel along the east line of said Section 15 to the point of beginning, according to the Government Survey thereof,. Subject to easement for County State Aid Highway 17. EXCEPT which lies Westerly of Bluff Creek, the centerline of said creek described as follows: Commencing at the Northwest corner of the Southeast Quarter of Section 15, Township 116, Range 23 West of the 5`s principal Meridian; thence on an assumed bearing of South 89 degrees 00 minutes 25 seconds East, along the North line of said Southeast Quarter, a distance of 718.45 feet to the point of beginning of the centerline to be described: thence South 03 degrees 14 minutes 54 seconds West, a distance of 12.34 feet; thence South 12 degrees 17 minutes 21 seconds East a distance of 18.26 feet; thence South 86 degrees 42 minutes 32 seconds East, a distance of 66.41 feet; thence South 00 degrees 11 minutes 26 seconds East, a distance of 10.09 feet; thence South 26 degrees 53 minutes 49 seconds East, a distance of 11.25 feet; thence South 04 degrees 40 minutes 40 seconds East, a distance of 71.53 feet; thence South 08 degrees 34 minutes 33 seconds West, a distance of 513.32 feet; thence South 01 degrees 27 minutes 58 seconds East, a distance of 148.78 feet; thence South 08 degrees 14 minutes 13 seconds West, a distance of 114.78 seconds; thence South 30 degrees 49 minutes 36 seconds West, a distance of 256.50 feet; thence South 30 degrees 12 minutes 30 seconds West, a distance of 95.70 feet; thence South 22 degrees 09 minutes 40 seconds East, a distance of 29.71 feet; thence South 10 degrees 54 minutes 04 seconds West, a distance of 55.44 feet; thence South 14 degrees 39 minutes 10 seconds East, a distance of 15.14 feet; thence South 22 degrees 30 minutes 14 seconds West; a distance of 33.54 feet; thence South 08 degrees36 minutes 50 seconds West, a distance of 40.11 feet; thence South 10 degrees 58 minutes 44 seconds West, a distance of 16.30 feet; thence South 33 degrees 58 minutes 55 seconds East, a distance of 3.27 feet to the point on the Northerly line of the Milwaukee, St. Paul and pacific Railroad, said point a distance of 586.57 feet Northeasterly of the Southwest corner of the above described property, as measured along said Northerly Railroad line, and said line ther terminating. And, Except the Northeast Quarter of the Southeast Quarter of the of Section 15, Township 116 Range 23 West of the 5`" Principal Meridian. Planning Case No. 0(0_'W_ f CITY OF CHANHASSEN 7700 Market Boulevard — P.O. Box 147 Chanhassen, MN 55317 — (952) 227-1100 DEVELOPMENT REVIEW APPLICATION ibt I -KIN r icant Name and Address: SUN O.j. vILfKU(A7! Contact: I Contact: 5f& -- Phone: L /a P�50 F311 Fax: I Phone: Fa; Email: LiSrc/;OLUSK(Cdry Email:,ioN.6L ge NOTE: Consultation with City staff is required prior to submittal, including review of development plans Comprehensive Plan Amendment X Conditional Use Permit (CUP) ^ a $'eo Interim Use Permit (IUP) Non -conforming Use Permit Planned Unit Development* _X_ Rezoning 540 Sign Permits Sign Plan Review X Site Plan Review (SPR)' 150,CCn re/4 J0D � t'500 Subdivision' Temporary Sales Permit Vacation of Right-of-Way/Easements (VAC) X Variance (VAR) :�!Ou X Wetland Alteration Permit (WAP) aI75 Zoning Appeal Zoning Ordinance Amendment Notification Sign — S200 (City to install and remove) X Escrow for Filing Fees/Attorney Cost" - $50 CUP/SPFJVACNAR/WAP/Metes & Bounds - $450 Minor SUB i TOTAL FEE 5;11,22,6' ��� <_ r� jp 3'7 An additional fee of $3.00 per address within the public hearing notification area will be invoiced to the applicant prior to the public hearing. 'Sixteen (16) full-size folded copies of the plans must be submitted, including an 81/:" X 11" reduced copy for each plan sheet along with a digital copy in TIFF -Group 4 ('.tif) format. "Escrow will be required for other applications through the development contract. Building material samples must be submitted with site plan reviews. NOTE: When multiple applications are processed, the appropriate fee shall be charged for each application. PROJECT NAME: A U7jP 6At4 U LOCATION: 1,0n,7- of Qybt-,i&yr—)Rbi SoyTN A+ 3 2� i.Ltc- 5-r D S' LEGAL DESCRIPTION: SEI= 6000,-Yze-Y6oeZV ✓y &-17AcAC-A� TOTAL ACREAGE: 39.7 WETLANDS PRESENT: X YES NO PRESENT ZONING: EAc T-rE'LY 7Arcr jCs ' WV,5 E70, Pa -r A2' A�Rtcu�nx �t L:- -r REQUESTED ZONING: -for"rvOvS tht �FFIC@ K PRESENT LAND USE DESIGNATION: t7 FFIc6/-T"b-• 02,A - REQUESTED LAND USE DESIGNATION:sr— REASON FOR REQUEST: This application roust be completed in full and be typewritten or clearly printed and must be accompanied by all information and plans required by applicable City Ordinance provisions. Before filing this application, you should confer with the Planning Department to determine the specific ordinance and procedural requirements applicable to your application. 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. This is to certify that I am making application for the described action by the City and that I am responsible for complying with all City requirements with regard to this request. 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 have attached a copy of proof of ownership (either copy of Owner's Duplicate Certificate of Title, Abstract of Title or purchase agreement), or I am the authorized person to make this application and the fee owner has also signed this application. I will keep myself informed of the deadlines for submission of material and the progress of this application. 1 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. The documents and information I have submitted are true and correct to the best of my knowledge. Z.Z- Si6nature of ApPicraAt Dat Signature of -Fee Owner Date O.^4PLAMrorms1Deve1opment Revien Application.DOC Rev. 12/05 Building Inspeagous 3 Phone: MEMORANDUM 952M.11180 Fax: 952227.1190 TO: Todd Gerhardt, City Manager CITY OF FROM: Bob Generous, Senior Planner u CHONSEN future office — industrial development. The proposed storage facility use is one of Fax:952.227.1170 Fax 95 DATE: December 11, 2006 7700 Market Boulevard development complies with the standards for office and industrial developments. PB Boz Mal Chanhassen, MN 55317 SUBJ: Autobahn MotorPlex — PlanningCase 06-34 Administration - Phone: 952.227.11D0 Fax 952127.1110 XECUTIVE SUMMARY E Building Inspeagous The applicant is requesting approval for the construction of a condominium -style Phone: storage facility for automobile enthusiasts and collectors, which will also have a 952M.11180 Fax: 952227.1190 clubhouse and museum building for members to meet and showcase automobiles. Engineering Additionally, two building sites adjacent to Audubon Road are being reserved for , Phone: 952.227.1160 future office — industrial development. The proposed storage facility use is one of Fax:952.227.1170 Fax 95 the less -intensive uses permitted within the Industrial Office Park Zoning. The Finance development complies with the standards for office and industrial developments. Phone: 952.227.1140 - Fax 952227.1110 - The variance_ requested is to permit a portion of the storm water pond to encroach Park &Recognition in to the Bluff Creek primary zone,, which is reasonablein this instance since the Phone: 952227.1120 pond location is in a low spot,on the property. The developer will implement a Fax 952227.111D restoration plan for disturbed areas in and near the primary zone to enhance the Recreation Center 2310 CoulterBine Culenrd natural vegetation. The Cit will also receive a conservation easement over the g y Phone: 952.227.1400 primary zone to preserve the area as permanent open space. Fax 952717.1404 - - Planning & Staff and the Planning Commission are recommending approval of the project. Natural Resources Phone: 952227.1130 ACTION REQUIRED Fax: 952.227.1110 Public Works City Council approval requires a majority of City Council present. - - 1591 Park Road - Phone: 952227.1300 PLANNING COMMISSION SUMMARY - - Fax 952.227.1310 senlorCenter The Planning Commission held a Public Hearing on November 21, 2006 to review Phone: 952127.1125 the`proposed. development.. The Planning Commission voted 5 for and 0 against a Fax: 952M.1 110 motion recommending approval of the project. The Planning Commission minutes Web site for November 21, 2006 are item 1 a of the December 11, 2006 City Council packet. wws.ci.chanhassen.mn.us - One issue that was brought up by the neighboring residents was security. It should be noted that the proposed storage facility will be gated and fenced. Access to the site will be limited to unit owners, club members and their guests. A second issue that the neighboring residents brought forward was flooding of the existing Wetland/Stormwater Pond. The City is aware of the flooding that occurred in this area in September and October 2005. The rain events that caused that flooding were extreme (more than 4.5" of rain over less than 24 hours). The City of Chanhassen • A growing community wish clean lakes, quality schools, a charming downtown, thriving businesses, winding trails, and beautiful parks. A gear place to live, wort, and play. Todd Gerhardt, City Manager Autobahn Motorplex — Planning Case 06-34 December 11, 2006 Page 2 These rain events are unusual, but are always possible. There is a certain level of precipitation that no city or individual can protect against. Neither the City nor any other agency or person can promise that all homes will be kept from flooding in all circumstances. However, the proposed project will not result in detectable increases or decreases in the frequency, duration or extent of flooding. A third issue that was brought forward was screening of the project from the residents to the west. As a condition of approval, the developer is required to provide additional landscaping with a total of 23 overstory trees along the northwest property line buffer yard. The applicant will work with city staff to assure that this landscaping is strategically placed to maximize its screening value. In addition, the developer is required to develop a restoration plan consisting of native plant species for the altered upland areas within the primary zone. Finally, the wooded areas immediately adjacent to the wetland area are being preserved as part of the development. RECOMMENDATION Staff and the Planning Commission recommend adoption of the four motions as specified on pages 11-16, as amended, in the staff report dated November 21, 2006, approving the project. ATTACHMENTS 1. Planning Commission Staff Report Dated November 21, 2006 2. Letter from Jon Day to Bob Generous Dated November 21, 2006 9:\plan\2006 planning cases\06-34 autobahn moto plex\executive sum=U.doc CITY OF CHANHASSEN STAFF REPORT PC DATE: November 21, 2006 CC DATE: December 11, 2006 4 REVIEW DEADLINE: December 19, 2006 CASE #: 06-34 BY: AF, RG, LH, ML, JM, JS PROPOSAL: Request for Rezoning of the western portion of the site from Agricultural Estate District, A2, to Industrial Office Park, IOP; Conditional Use Permit for development within the Bluff Creek Corridor; Conditional Use Permit for multiple buildings (up to 14) on one parcel; Site Plan Approval for 12 buildings (one clubhouselmuseum building and 11 storage buildings totaling approximately 177,000 square feet of building area); and a Variance to locate the storm water pond within the Bluff Creek primary zone. LOCATION: West of Audubon Road and north of the Twin Cities and Western Railroad APPLICANT: Bruno J. Silikowski G.E. Osmonics 3615 Zircon Lane North 5951 Clearwater Drive G 1� Plymouth, MN 55446 Minnetonka, MN 55343 Q y (612) 850-8398 (952) 988-6543 PRESENT ZONING: Agricultural Estate District, A2, and Industrial Office Park, IOP 2020 LAND USE PLAN: Office/Industrial and Parks and Open Space ACREAGE: 38.7 acres DENSITY: F.A R. 0.10 SUMMARY OF REQUEST: The developer is requesting approval to develop an automobile aficionado storage facility and membership club. 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 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. The City's discretion in approving or denying a variance is limited to whether or not the proposed project meets the standards in the Zoning Ordinance for a variance. The City has a relatively high level of discretion with a variance because the applicant is seeking a deviation from established standards. This is a quasi judicial decision. The City has limited discretion in approving or denying conditional use permits, based on whether or not the proposal meets the conditional use permit standards outlined in the Zoning Ordinance. If the City finds that all the applicable conditional use permit standards are met, the permit must be approved. This is a quasi judicial decision. se"WA I Location Map Autobahn Motorplex Planning Case No. 06-34 City of Chanhassen LscN+"eo Finance MEMORANDUM Cjlpp OF 111111 TO: Bon Generous, Senior Planner C SEN FROM: Jerrift Mohn, Building O cia 7700 Market Boulevard DATE: October 30, 2006 PO Box 147 Chanhassen, MN 55317 Building plans must be prepared and signed by design professionals licensed ParkRecreation Phone:: 952.227.1120 SUBJ: Site Plan review for AUTOBAHN MOTORPLEX Administration Fax: 952 227.1110 Phone: 952.227.1100 Retaining walls over four high must be designed by a professional engineer Fax: 952.227.1110 and a permit must be obtained prior to construction. Planning Case: 06-34 Building Inspections Structure proximity to property lines (and other buildings) will have an Phone: 952.227,1180 Fax: 952 227.1190 I have reviewed the plans for the above project received by the Planning Department Engineering Phone: 952.227.1160 on October 20, 2006. Following are my comments, which should be included as Fax: 952.227.1170 conditions of approval. Finance Phone: 952.227.1140 Fax: 952.227.1110 1. The buildings are required to have automatic fire extinguishing systems. 2. Building plans must be prepared and signed by design professionals licensed ParkRecreation Phone:: 952.227.1120 in the State of Minnesota. Fax: 952 227.1110 3. Retaining walls over four high must be designed by a professional engineer Recreation Center and a permit must be obtained prior to construction. 2310 Coulter Boulevard 4. Structure proximity to property lines (and other buildings) will have an Phone:2.221400 Fez: 952.2.227.74404 impact on the code requirements for the proposed buildings, including but not limited to; allowable size, protected openings and fire -resistive Planning & construction. These requirements will be addressed when complete building Natural Resources Phone: 952.227.1130 and site plans are submitted. Fax: 952.227.1110 a. Every building must have its own independent connection with a public or private sewer, except that a group of buildings may be connected to one or Public worts 1591 Park Road more manholes which are constructed on the premises and connected to a Phone: 952.227.1300 public or private sewer (MSPC 4715.310). No building sewer shall be less Fax: 952.227.1310 than 4 inch in diameter (MSPC 4715.2310). Building drain must be by Senior center gravity (MSPC 4715.2430). The distance between cleanouts in horizontal Phone: 952.227.1125 piping shall not exceed 50 feet for 3 inch or less in size and not over 100 Fax 952.227.1110 feet for 4 inch and over in size (MSPC 4715.1010). Web site 5. Detailed occupancy related requirements will be addressed when complete wwwcl.chanhassen.mn.us building plans are submitted. 6. The owner and or their representative shall meet with the Inspections Division as soon as possible to discuss property line issues as well as plan review and permit procedures. G:\plan\2006 planning cases\06-34 autobahn motorplex\buildingofficialcomments.doc The City of Chanhassen • A growing community with clean lakes, quality schools, a charming downtown, thriving businesses, winding trails, and beautiful parks. A great place to live, work, and play. 3 -ARM BLUFF CREEK(IMARI ZONE A Z 13-iY1 ✓ I/ BLUFF PRS Y ZEN 40' SB 1 W 1 Z U TREED / Ia WETLAND P' I ` 33-SIP/2SWO ONP� WyD6 - / IiWk 908.5 \ / OOYK B -B 906.26 12 -WIC _ / _ f -WETLAND 17-NIW 17 -SIP / ! 9�\ - •%/ / - - 16 -WIC _ _ / v A o _ 16 -SIP A 3 -BH / • " / I�BLUfT CREEK MiA•<, / �. BLUFF CREEK PjMARV ZCNE � � �y fS'Vy BLUR CREEK RIMARY ZON° ' / / ,-' ♦♦ °� mss• i 3 -REL QP' ♦ i WETLANI) 7 TREE'D�y' _ /I1 UPLAND r 1 1 BLUFF CREEK PRIMMY ZONE 40' 1 Site Plan NORTH \ i J LAK-DE-COOKC. i faf— R®aam-1.�.•i e� b ♦ Ov w - 4p` `4 J k g CL U a(aA) Nv, o= Q O ccC Ui Q U Bruno Silikowski ,....— 11 .. 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I.tYI FEMI E M 4E Y SOMVA ld MI@YY SIS NOALV KS'II.tlN P M$XNNL l ML UN .XAt N X.YE RLLIP NO ST N RORYM1 U[S MOM 10 P9l P A@MK 1110 MR E MDWLFOLURD ONPY EEW]R iIF]0 EQ5.01YS UOiM[ AIEILM RL M9 B Y 616iMIAMI NY NL Ml � K IDQ �A AIDIE ytlN 1J6 DINE Ml4d£S 4F.E[Wll ]19WLEPMfO 9OBE u9W] E 6S.10D R M IBRl11R fpV.C10. 9U 6AEIRffi IZ�AIRY �9RlFEY]F 3 DR®®DCA SYI96 Fel .IwN I1�11$� ESIMID FIm6 F®'IA. N9 FN1A.i MU06M I.. INOSNS ®N MITE. COOLIE IAFI MT/ttN MRY K E0D®. TAS.— W-�DE-1CieN IMC. Bruno Silikowski —1. 11 .R �i L3 PIANI SCHEOULE 21 low ei I.VdS(APE Np3ES v"Ir'ur"Imo��Pe� wmAa<m Swe Fail a ®Lasa�wlwC vin aFaa mYt9 O s as "areare, 9��are� xm oy ua[Mo-u N a¢ wwn mcs avv.., ¢.ne w ne—DO—"i eareenee arean ,oaR HAa I an area, CITY LANDSCAPING REQUIREMENTS AUDUBONROAD-BUFFERCREWIREDFORIOPZONINODIS ICT \ ' kr «uy 1 W Inas I¢N of hmlpa un ro14Mq Is rxlureE: 3Canoes T. B unaalsrory Tres a'MShorter ansH arq enagm1 4Kt Buart h Is appro[IrMery W R wNa, eYona a rrultlpfar o10 S Carteret Carteret Tran k' •% 5UMarslory Tree \I 5 SMuhs (T Xepllf) / Tao Dnear Feet of Frieri Rpun fa Treee Unah" 35UMmrg Height 355NUEs2Heglp _ V HICUTARUSEAREAPLAfri (r « fortery fop W of Wed rehicolar usa arae.8 SF of aMscapeing 1 000nel WA • 251.00]SF / Ipo= B 2.W 3F - SF Len4sragng Area- M,378 3F Retail Iardsage area Pl kha arae reyui"Irmn I canopy Vn per ]5p SF o1 n,.ree IaMscaPo Ar a �R'� 4. A.3]83F RequirM la Area/250= / B2 Cuwry Then Repooetl in the Nranp Nenicuar one area /'11 EET L2 Site Plan NORTH SGfE: ,•.,pp• LAN41E-CIN INC. Bruno Silikowski L1 l. . - - -,-.o.. I TREED UPLAN/`\ - - 22 WIC.WETLAND 33NIW _ ! 33 -SIP I __w�mas-� / /2 1 NFA _ `4 / _oorRas906.26 1 \ 72 -WC . / /WETLAND 17-NIW - A 3-NWM �.' , / I/ • +RWl CREF:( PAARY ZONE b' SRL / .=i CIEEx MARY z 3 -REL 4e' i i WETLAND l AND T _ ?'_ER PRIMMT ZWE 40' SS- I 1 Site Plan NORTH J / Bruno SN/kowski IF ,,. \ ,.R L2 , i i / Bruno SN/kowski IF ,,. \ ,.R L2 , I I EXISTING PO{D SEe 4a� ' i PAR] ROA �mmO�O amr_++©oma ©mm�sioo� ommwm•mm� ©mmmE��mn� ommm�oo� ©mimo� ommr�-moi oo� omm�:�mo� ommo� ©ooc� om��isao� om�oo� emm�+-�m•oo� omoo� ©m�oom� ©mmr�oo� om�oo� oo�®oma omm;�oo� ommmao� rs��m e��nv�row u®avw"am °ua'pOir ovnlivn.4 a: ®awe `rm u'�®v.o wm uume�e� �cY mw maY ru a[R Y�ItH O(f wMM4Yl.VE W�P4 Wi�adI�L4W PMllE 6d RF$!�®6/iN 1.1w gIPo�M ,BRAS //U N!M1i itlM 4 { 0 'i W IA.6 PYI fl.Mli 04.19ii dl V. M[Y RRSN O'IM[MdfY4xM ��/ A ¢`AMX 6 [1Nud1 waRM. PIX 61 HI.'tY HI,IDIM e.RV6 NFl59MIdMMV MUM e XJ[P 9UM d M MM! IS. M M.p 9Uw u M 0.w 91ALL m'LR w�ieR.c mm ,mdw wMm macrs Yla'a HA4 m aArv. Y RI.EY mM6RY9�5we4'Le�WI��SW. Mt S e 06MBov e u���W[=�.osavmrurs MVMmwd6 Y V 644.91 Y W Xl 9U 61® I,y�[90�6 d 9R�i6 9➢S WA99W a19WL[SS.� m�9W� H 9SY0 T �E I.®R 9N[4 Y Y6W[li.ld. m MW 1®Hrf, v®YdsMvrs.m. r[ 114:1M 6 fif 9U.1 a ¢I1YZ I3 /LL�g9WLHSSNp(®d �W MU iMSd.IMUa6M =� �. ttn .OM[R 4N RGA}53851EU® LwBE-Cer Ire. 4�Wi-saew.� C Bruno Silikowski Sinclair, Jill To: Ben Karp; bsilikowski@automotorplex.com Subject: RE: Revised LP Hi Bruno, The submitted landscape plans meet ordinance and development requirements and are approved as the official landscape plan for Autobahn Motorplex. I will put copies of this email and the plans into the city file. When the final landscaping and irrigation has been installed on site, please contact me for a final landscape inspection. Thanks for your continued diligence on this project, Jill Sinclair Environmental Resources Specialist City of Chanhassen 952-227-1133 From: Ben Karp rmailto:Ben. KaroCdLan-De-Con.com] Sent: Friday, May 23, 2014 1:23 PM To: Sinclair, Jill; bsilikowskiCalautomotorplex.com Subject: Revised LP Hi Jill & Bruno, Attached are the revised plans for the Autobahn Motorplex. Please let me know if there is anything else that needs revision, and what the next step to be taken will be. Thanks, Benjamin Karp Project Manager Lan -De -Con Inc. C: 612-239-8364 A*�klkgr�jl� 33 HM�i� ti�iR� / - D X01• .. / ��}./ / %� / 00 QLyi Sp,,T-f`l.OJ- .V/ ' 1n. /• /.9.8"65 �i • �• J • HN / 6 ` J`ry M WE,µM1E tit'. PALL / PA('l t to G7l / • ` J`ry M WE,µM1E G7l BE I 3 �I � v v GENERAL NOTES: 1. Landscape Contractor shall visit the site prior to submitting bid to become familiar with site conditions. 2. It Is the responsibility of the contractor to Identify all underground cables, conduits, wires, etc, on the property. 3. No planting will be Installed untlll all grading and construction has been completed in Immediate area. 4. If there is a discrepancy between the number of plants shown on the plan and the number of plants shown In the plant list, the number of plants shown on the plan will take precedence. 5. All plants shall be of specimen quality. Plants shall have normal, well-developed branch systems, a vigorous fibrous root system; thay shall be sound, healthy, vigorous plants free from defects, disfiguring knots, sunscold injuries, abrasions of the bark, plant diseases, insect eggs, borers, and all forms of Infestations. All plants shall be nursery grown. 6. Repair all damage to property from planting operations at no cost to owner. 7. The Landscape contractor shall replace at no charge, any tree, evergreen, or groundcover which fails to live through the first calendar year from the time of final acceptance by the owner. All plants shall be alive and in normal satisfactory growing condition at the end of the guarantee period. 8. Three inch deep shredded hardwood bark mulch will be Installed under all trees and shrubs that are Isolated from ground cover areas and general foundation plantings. 9. A three Inch layer of 1.5" did. buff rock mulch over landscape weed barrier shall be Installed in all shrub foundation areas. 10. Tree guying In all areas shall be optional. The landscape contractor shall be responsible for maintaining trees In a straight upright condition for a period of twelve months following installation. 11. All perennial/annual plantings shall be mulched with a 2" layer of shredded bark with no landscape weed barrier. 12. All poly edger shall be cobra vinyl edging or equal. 13. All perennial/annual planting areas shall recieve a minimum of an 8" depth of planting soil (1-1-1) mixture. 14. Wrapping material shall be first quality, heavy, waterproof crepe paper manufactured for this purpose. Trees shall be wrapped prior to 12/1 and removed after 5/1. 15. All plant locations, species, quantities and sizes subject to site conditions, soils and availability. 16. Landscape Contractor to become familiar with and comply with all policies and procedures of Owner's SWPPP (Storm Water Pollution Prevention Plan). 17. All shrubs to be Installed a minimum distance of 24" from the foundation of any building. 18. All flowers, shrubs, trees and sod to be Irrigated. PLANT L15T - SHEET L I ONLY OVER5TORY TREE5: Key Qty. Common Name 5cientic Name rJ' 1ze Cont. AA 4 Ash, Autumn Purple Fraxinus americana'Autumn Purple' 2.5" cal. BB SA 6 Ash, Summit Fraxinus nns Ivanica'Summit 2.5" cal. BB SH 1 Hone locust, Skyline Gleditsia thacanthos var. inermis 'Skyline' 2.5" cal. BB AL 6 Linden, American Tilia americana 2.5" cal. BB AB 20 kU le Autumn Blaze Acer x freemanii'Jeffersred' 2.5" cal. BB SM I 13 AAa le, Sugar lAcer saccharinum 2.5" cal. BB WO I 4 Oak White lQuercus alba 2.5" cal. I BB ORNAMENTAL TREE5: Ke -Qty. Common Name 5cientic Name Size Cont. RB 1 Birch River(clump form Betula nigra 6' ht. BB PC 6 Crabapple, Prairifire clump form Malus'Prairfire' 6' ht. BB CH 10 HawthornCockspur Thornless Crataegus crus- aili var. inermis 1.5" cal. BB JL 4 Lilac, Japanese Tree S rin a reticulata 1.5" cal. BB AM 14 Ma le Amur(clump form Acer ainnala 8' ht. BB CONIFER TREE5: Key I City. I Common Name 5cientic Name Stze Cont. BS I 10 S ruce Black Hills I Picea glauca densata 6' ht. BB CS I 12 S ruce Colorado I Picea pungens 6' ht. BB DECIDUOUS 5HRU55: Key City. Common Name 5cientic Name Size Cont. BC 79 Chokeberry, Glossy Black Aronia melanocarpa elata #5 pot RD 9 Dogwood, Red Twig Cornus sericea'Baile i' #5 BB DE 10 Euon mus, Dwarf Winged Euonym us alatus 'Com actus' #5 pot NS 47 Spires, Neon Flash S iraea'a nica'Neon Flash' #5 pot GS 46 Sumac Gro -low Rhus aromabca'Gro-Low' #5 pot AV I 19 Vibumum Arrowood IVibunum dentatum 1 #5 1 pot EVERGREEN 5HRU55: rey I Qty- Common Name 5cientic NameSize Cont. TY 30 Yew, Taunton S readin Taxus media'Tauntoni' #5 of SOD & IRRIGATION SEED & EROSION CONTROL BLANKET TE C0 pantes 8810 13th Avenue East Shakopee, MN 55379 Phone 952-934-2000 Fax 952-934-8227 Registration I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that 1 am a duly Registered Landscape Architect under the Laws of the State of Minnesota. r Date: Reg, No. Date 10/27/06 Drawn By VjR Revisions 1. 2. 3. 4. 5. 6. Project Name AUTOBAHN MOTORPLEX Project Location Chanhassen, MN ShTiUe L CAPE PLAN '��i �5 Com/ s REC ED OCT 2 7 2006 CHANHASSEN Pi North Arrow Scale III =50' Sheet No. Ll III W510001M " PLANT LIST - SHEET L2 ONLY OVER5TORY TREES: 1000010000i ���� ,moi AL� I � � AL A4 � � A4a4 a4 '4 AIL .,4 ,4 a4 a4 a4 A, yc A201. ROC MULCH POLY DGEP.) �?,� k A, sa/ 06 /i c A, i4 a4 A, � sac 1 CJ SM LU WETLAND 8 p SH � a '1 U Ke Qty. Common Name 5cientic Name 51Ze Cont. SA 15 Ash, Summk FrdAnus ns Ivanica'Summi 2.5 cal. BB SH 8 Hone ocust, S ine Gleditsia biacanthos var. inermis'S line 2.5" cal. BB AL 1 Linden, American TO a americana 2,5" cal. BB AB 9 kbp6, Autumn Blaze Acer x teemanii'Jeffersred' 2.5" cal. BB SM 7 W3 e, Sugar Acer saccharinum 2.5" cal. BB WO 2 Oak, White Quercus alba 2.511 I BB ORNAMENTAL TREES: cal. C �'� Key Qty. Common Name 5cientic Name Size Cont. JL I 3 Lilac, Japanese Tree ISOnga reticulata 1.5" cal. BB 'bV 'X A4 Jc Jc •at A, Uk At A, 3 JL Al DECIDUOUS 5HRU55: A, A, A& A& A, A, A, ASAv v, 29 Ke Qty. Common Name 5cientic Name Size Cont. NS 58 S 'rea, Neon Flash S 'raea'a nica'Neon Flash' #5 pot GS 58 Sumac, Gro -lo Rhus aromatica'Gro-LoV #5 pot MW 47 Wei els, Minuet Wei ela florida'MinueY 1 #5 pot 17 a ,at ,ac a4 AL ,at ,at ,at / / A,� GS s PONDRoe ax , V i �� ✓ i' 2 NWL A4 r4 i4 ,ac rc sat a)l . �• i4 � a4 •" � G . � EVERGREEN SHRUBS: yHWL 908.5 a - SA 1 Ke Qt . Common Name 5cientic Name Size Cont. SJ 1 20 1 Juniper, Sea Green IJuniperus chinensis'Sea Green' #5 t CITY REQUIREMENTS AUDUBON ROAD - BUFFER C REQUIRED FOR IOP DDNING DISTRICT for every 100 If. of frontage the following is required 3 canopy trees 6 understory trees 9 shrubs (2' ht.) 0 evergreen trees Buffer width is approximately 30 it. wide, allows a multiplier of .6 = 2 canopy trees 5 understory trees 5 shrubs 740 If. of frontage requires: 14 canopy trees 35 understory trees 35 shrubs VEHICULAR USE AREA PLANTING for every 1 00s Of paved vehicular use area, 8sf. Of landscaping is required. VUA = 254,700 sf. /100 = 2,547 sA • 8 st landscaping area = 20,378 st required landscape area Parking area requires min. 1 canopy tree per 2509f. Of required landscape area 20,378 at req. land. Area / 250 = 82 canopy trees required In the parkinglvehicular use area. �7 proA�h4WJW Vxx�wsoli �-�Map WE 41 '. ,q'��o W \I,AO 1000, 2 / AB \ \ / / / 8 \ \ / 9110000, 10� T� Companies 8810 13th Avenue East Shakopee, MN 55379 Phone 952-934-2000 Fax 952-934-8227 Registration I hereby ratify that this plan, speciScation, or report was prepared by me or under my direct supervision and that I am a duly Registered Landscape Architect under the Laws of the State of Nfinnesota. Date: 2 G Reg. No. z 3SZS Date 10/27/06 Drawn By VjR Revisions I. 2. 3. 4. 5. 6. Project Name AUTOBAHN MOTORPLEX Project Location Chanhassen, MN Sheet Title LANDSCAPE PLAN North Arrow Scale 1"=50' Sheet No. L2 I �� � /� ��' �- � � 't � ���•'� �� � �:r— p � � � i t � it r P i �- � OL l� j�, • 1 � � 1 •�� 1 L+ �\�/f / �� I I t t /� //' .' � t • :*. / ,' Ate. 1 �.�/. plow— It .10111, 411 'aft It Ilk t. 4-1 r X-1 000101 c( r /.✓ �/q\ ell - ` \'; � �r� � • - • „ '� \ ` • .fit i .t� � �'°_:p AUTOBAHN MOTORPLEX - PLANNING CASE 06-34 $2,000 Site Plan $850 Conditional Use Permits (2) $275 Wetland Alteration Permit $200 Variance $500 Rezoning $250 Recording Escrow $200 Notification Sign $4,275 Mutual Investments, LLC Check #5037 CITY OF CHANHASSEN P O BOX 147 CHANHASSEN MN 55317 10/24/2006 3:57 PM Receipt No. 0025906 CLERK: katie PAYEE: MUTUAL INVESTMENTS, LLC Autobahn Motorplex Planning Case 06-34 ------------------------------------------------------- Use & Variance 3,050.00 Sign Rent 200.00 Recording Fees 250.00 Rezoning Fees 500.00 Wetland 275.00 Total Cash Check 5037 Change 4,275.00 0.00 4,275.00 0.00 SCANNED A Preliminary Geotechnical Evaluation Report Proposed Audubon Motor Plex Audubon Road Chanhassen, Minnesota Prepared for Mutual Investments, LLC CITY OF RECEIVED SSEN OCT 2 0 2006 CHANHASSEN PLANNING DEPT 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 Minnesota. nf./�fl �����GG'fl'J•�•IN�'y��i gg R. dro, PE c LICENSED Princi al Engineer = PROFESSIONAL P g ENGINEER License Number: 1822 uT, October 17, 2006 '.�qr •, i� qr„p t I I S 11%,,,� Project BL -06-02305 Braunlntertec Corporation BRAUN Braun Interlec Corporation I Phone: 952.995 2000 INTERTEC 11001 Hampshire Avenue 5 Fox. 952.995.2020 Minneapolis, MN 55438 Web: brauninterrec.com October 17, 2006 Mr. Bruno Silikowski Mutual Investments LLC 3615 Zircon Lane North Plymouth, MN 55446 Re: Preliminary Geotechnical Evaluation Proposed Audubon Motor Plex Audubon Road Chanhassen, Minnesota Dear Mr. Silikowski: Project BL -06-02305 We have completed the geotechnical evaluation for the proposed Audubon Motor Plex project in Chanhassen, Minnesota. The purpose of the preliminary geotechnical evaluation was to provide geotechnical information and preliminary recommendations regarding the design and construction of the proposed project. Our evaluation was completed in general accordance with our Proposal for Preliminary Geotechnical Evaluation, dated May 10, 2006. Please see the attached report for a detailed discussion on the field exploration results and our recommendations. The report should be read in its entirety. We appreciate the opportunity to be of service to you on this project. If you have any questions regarding this report, please contact Josh Van Abel at 952.995-2310 or Gregg Jandro at 952.995.2270. Sincerely, BRAUN INTERTEC CORPORATION % 1r� Joshua J. Van Abel, PE Project Engineer fgg?J r Principal Engineer Attachment: Geotechnical Evaluation Report c: Bob Payette, PE; Sathre-Bergquist, Inc. Gem% Audubon Motor PI" Providing engineering and environmental solutions since 1957 Table of Contents Description Page A. Introduction........................................................................................................................ 1 A.1. Project........................................................................................... ........................ A.2. Purpose.................................................................................................................. A.3. Scope..................................................................................................................... 1 A.4. Existing Site Conditions........................................................................................ 2 A.S. AvailableInformation............................................................................................ 2 A.5.a. Previous Geotechnical Information.......................................................... 2 A.5.b. Sketches....................................................................................................3 B. Results ................................................................................................................................ 3 B.1. Soil Boring Locations and Elevations................................................................... 3 B.2. Logs....................................................................................................................... 3 B.3. Soils.......................................................................................................................4 B.3.a. Topsoil......................................................................................................4 B.3.b. Fill.............................................................................................................4 B.3.c. Glacial Deposits....................................................................................... 4 B.4. Groundwater..........................................................................................................4 C. Analyses and Preliminary Recommendations.................................................................... 5 C.1. Proposed Construction........................................................................................... 5 C.2. Discussion of Preliminary Recommendations....................................................... 5 C.2.a. General Site Development........................................................................ 5 C.2.b. Building Pad Preparation and Soil Corrections ........................................ 5 C.2.c. Groundwater Control................................................................................ 6 C.2.d. Backfill and Reuse of Onsite Soils........................................................... 6 C.2.e. Pavement Areas........................................................................................6 C.21 Additional Investigation...........................................................................6 C.3. Building Pad Preparation....................................................................................... 7 C.3.a. Excavation................................................................................................7 C.3.b. Fill and Backfill........................................................................................8 C.3.c. Compaction...............................................................................................8 CA. Foundations........................................................................................................... 8 CA.a. Depth........................................................................................................ 8 CA.b. Bearing Pressure.......................................................................................9 CA.c. Settlement.................................................................................................9 C.S. Floor...................................................................................................................... 9 C.5.a. Subgrade...................................................................................................9 C.5.b. Vapor Barrier............................................................................................9 C.5.c. Subgrade Modulus.................................................................................. 10 C.6. Below Grade Walls.............................................................................................. 10 C.6.a. Lateral Pressures..................................................................................... I l C.6.b. Seepage Control...................................................................................... 11 C.7. Exterior Slabs...................................................................................................... 11 C.7.a. Subgrades............................................................................................... 11 C.7.b. Frost Protection...................................................................................... 12 C.B. Utility Support ..................................................................................................... 12 Table of Contents (Continued) Description Page C.9. Pavement............................................................................................................. 13 C.9.a. Subgrade Preparation.............................................................................. 13 C.9.b. Proofrolls................................................................................................13 C.9.c. Anticipated Subgrade and R-value......................................................... 13 C.9.d. Design Sections...................................................................................... 14 C.9.e. Materials.................................................................................................14 C.91. Drainage Considerations........................................................................ 14 C.10. Site Grading and Drainage.................................................................................. 14 C.1 I. Additional Construction Recommendations........................................................ 15 C.II.a. Excavation.............................................................................................. 15 C. I I . b. Observations........................................................................................... 15 C.II.e. Testing.................................................................................................... 15 C.I I.d. Cold Weather Construction.................................................................... 15 D. Procedures........................................................................................................................ 16 D.1. Drilling and Sampling......................................................................................... 16 D.2. Soil Classification................................................................................................ 16 D.3_ Groundwater Observations.................................................................................. 16 E. General Conditions........................................................................................................... 16 E.1. Basis of Preliminary Recommendations.............................................................. 16 E.2. Review of Design................................................................................................ 17 E.3. Groundwater Fluctuations................................................................................... 17 E.4. Use of Report ....................................................................................................... 17 E.S. Level of Care....................................................................................................... 17 Appendix Boring Location Sketch Log of Boring Sheets ST -1 to ST -7 Descriptive Terminology A. Introduction A.I. Project We understand Mutual Investments, LLC is proposing the construction of the Audubon Motor Plex on the property located on the northwest comer of Audubon Road and the Milwaukee, St. Paul and Pacific Railroad alignment in Chanhassen, Minnesota. The site is currently undeveloped. However, we understand portions of the site have been previously graded and prepared for building support using typical spread footing foundations. The proposed Audubon Motor Plex will likely consist of multiple, one- to two-story structures along with associated site improvements. Final building design, location and grades have not yet been determined. As part of the project, Braun Intertec has been contracted by Mutual Investments to perform soil borings and a preliminary geotechnical evaluation for the proposed Audubon Motor Plex project. A.2. Purpose The purpose of the evaluation was to provide preliminary geotechnical information and preliminary recommendations regarding development of the proposed site. A.3. Scope Our services were performed in general accordance with our Proposal for Preliminary Geotechnical Evaluation to Mr. Silikowski with Mutual Investments, dated May 10, 2006. Our scope of geotechnical services was limited to: • conducting six standard penetration test borings to depths of 15 to 30 feet below grade at the requested locations (one additional soil boring was performed). • returning the samples to our laboratory for laboratory testing and visual classification and logging by a geotechnical engineer. • formulating preliminary recommendations for soil corrections and earthwork, foundation design, floor slab support, pavement design and other pertinent geotechnical recommendations. submitting a preliminary geotechnical evaluation report containing logs of the borings, our analysis of the field and laboratory tests, and geotechnical recommendations. Mutual Investments, LLC. Project BL -06-02305 October 17, 2006 Page 2 A.4. Existing Site Conditions The proposed project site is the eastern 18 -acres (approximate) of the 31- acre (approximate) parcel of property located on the northwest comer of the intersection of Audubon Road and the Milwaukee, St. Paul and Pacific Railroad. The remaining 13 acres of the site predominantly consist of wetlands and will not be developed as part of this project. The area proposed for development primarily consists of slightly vegetated upland areas. As stated in the Twin City Testing reports discussed in Section A.5, the majority of the site has been previously graded. Ground surface elevations across the site generally slope downward to the wetland areas, located to the north and west of the proposed development areas. Based on the provided survey, ground surface elevations range from approximately 950 down to 903 near the wetlands. A.S. Available Information A.5 -a. Previous Geotechnical Information Sathre-Bergquist, Inc. (Sathre-Bergquist) provided us with a Soil Observation and Testing Report and a Report of Preliminary Subsurface Exploration Program, both prepared by Twin City Testing. The Report of Preliminary Subsurface Exploration Program was performed under Twin City Testing project number 4220 89-957 and was dated March 27, 1989. The Soil Observation and Testing Report was performed under Twin City Testing project number 4220 89-1167 and was dated June 29, 1989. The Report of Preliminary Subsurface Exploration Program contained four soil borings performed on the property prior to grading. The report indicated the site generally appeared suitable for fill or foundation placement after topsoil stripping operations. The Soil Observation and Testing Report summarized the soil observation and compaction testing services performed by Twin City Testing during grading of the site. Based on the report, it appears the eastern portion of the site was prepared for five lots, under two blocks (Lots 1,2 and 3 of Block I and Lots i and 2 of Block 2) and a roadway (Audubon Court). A sixth lot (Lot 3, Block 2) located in the southwestern comer of the development was apparently not completed. Compaction testing of fill in this lot was not performed. The Soil Observation and Testing Report indicates the subgrade soils prior to fill placement were judged suitable for fill and foundation support assuming a maximum soil bearing capacity of 3000 pounds per square foot (psf). The report also includes compaction tests on subsequent backfill placed to reach proposed grades across the lots and roadways. The tests indicate the backfill was generally compacted to a minimum of 98 percent of standard Proctor density. It appears the previous grading of the site did not extend into the narrow portion of the site that extends to the west, parallel to the existing railroad alignment. Mutual Investments, LLC. Project BL -06-02305 October 17, 2006 Page 3 A.S.b. Sketches Sathre-Bergquist provided us with an ALTA/ASCM Land Title Survey for the project site. The survey was prepared by Sathre-Bergquist and was dated September 26, 2006. The survey included the existing site conditions and elevations and the surveyed soil boring locations. The survey did not include proposed elevations or site layout. Sathre-Bergquist also provided us with a sketch showing the approximate site layout. The sketch did not include proposed elevations. The plan was not titled or dated. B. Results B.I. Soil Boring Locations and Elevations We performed a total of seven standard penetration test borings for the project, denoted as ST -1 to ST -7. The borings were performed at the approximate locations shown on the attached Soil Boring Location Sketch. The boring locations were selected by Sathre-Bergquist and Braun Intertec and staked by Sathre-Bergquist personnel. Ground surface elevations at the boring locations were also provided by Sathre-Bergquist. B.2. Logs Log of Boring sheets indicating the depths and identifications of the various soil strata, penetration resistances, laboratory test results and groundwater observations are attached. The strata changes were inferred from the changes in the penetration test samples and auger cuttings. The depths shown as changes between the strata are only approximate. The changes are likely transitions and the depths of the changes vary between the borings. Geologic origins presented for each stratum on the Log of Boring sheets are based on the soil types, blows per foot, and available common knowledge of the depositional history of the site. 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. Mutual Investments, LLC. Project BL -06-02305 October 17, 2006 Page 4 B.3. Soils The soil profile encountered at the borings generally consisted of a layer of topsoil and topsoil fill over glacially deposited soils to the boring termination depths. In addition to the topsoil fill, additional non-organic previously placed fill was encountered at a couple of the borings overlying the glacially deposited soils. The following subsections discus the strata in more detail. B.3.a. Topsoil A surficial layer of topsoil or topsoil fill was encountered at a majority of the boring locations. The topsoil and topsoil fill generally ranged in depth from 1/2 to I foot. However, the topsoil fill ranged in depth from approximately 4 to 7 feet at Borings ST -5 and ST -6. The topsoil and topsoil fill generally consisted of silty sand, clayey sand, sandy lean clay and lean clay with sand. The topsoil and topsoil fill were generally judged to be slightly organic to organic. B.3.b. Fill In addition to the topsoil fill, additional previously placed fill was encountered at Borings ST -I and ST -3. This fill generally appeared to be non-organic. The fill was approximately 22 and 4 feet deep at Borings ST -1 and ST -3, respectively. The fill generally consisted of sandy lean clay and clayey sand. The recorded penetration resistances in the fill soils ranged from 9 to 16 blows per foot (BPF). These recorded penetration resistances are indicative of engineered, compacted fill. B.3.c. Glacial Deposits Below the fill or topsoil, glacially deposited soils were encountered. The glacially deposited soils are listed as glacial till, glacial outwash and glaciofluvium on the Log of Boring sheets. The glacial deposits consisted of lean clay, sandy lean clay, clayey sand, sandy silt, silty sand and poorly graded sand with silt. The recorded penetration resistances in the glacial sandy lean clay, lean clay and clayey sand ranged from 5 to 22 BPF, indicating a rather soft to very stiff consistencies. The recorded penetration resistances in the glacial poorly graded sand with silt, silty sand and sandy silt ranged from 3 to 8 BPF, indicating very loose to loose relative densities. B.4. Groundwater Groundwater was observed at Borings ST -2, ST -4, ST -5 and ST -6 during or immediately after drilling operations. At these borings, groundwater was observed at depths of 5 to 19 feet below grade, corresponding to approximate elevations of 897 to 912 1/2. Mutual Investments, LLC. Project BL -06-02305 October 17, 2006 Page 5 We anticipate the large variance in the groundwater levels observed in the borings is due to perched water conditions and the relatively impermeable nature of the cohesive soils encountered by the borings. We anticipate groundwater levels across the site are near or slightly above the water level surface in the adjacent wetlands. Based on the survey, this appears to be near elevation 903 to 904. Annual and seasonal fluctuations of groundwater levels should also be expected. C. Analyses and Preliminary Recommendations C.1. Proposed Construction We understand the proposed Audubon Motor Plex will likely consist of multiple one- to two-story, slab -on -grade structures along with associated site improvements. However, the types of construction, building loads and proposed grades have not yet been determined. For the purposes of this report, we have assumed column loads for the proposed structures will not exceed 150 kips (150,000 pounds). Perimeter or interior strip footing loads are estimated to be less than 5 kips per lineal foot (5000 plf). We assume paved areas will be constructed for car parking and several drive lanes and access roads will be built. The access roads will carry cars, delivery trucks and waste management vehicles. The recommendations provided in this report should be reviewed when additional building and elevation information is available to determine if these recommendations need to be revised. C.2. Discussion of Preliminary Recommendations C.2.a. General Site Development Based on the results of our borings, we anticipate the site is suitable for support of the proposed buildings using a typical spread footing foundations. However, some soil correction excavations would be necessary to remove topsoil and potentially very soft to rather soft native clayey soils. C.2.b. Building Pad Preparation and Soil Corrections The medium to very stiff and loose glacially deposited soils and previously placed engineered 611 generally appear suitable for building support using typical spread footing foundations and slab -on -grade floors. However, topsoil and very soft to rather soft native clayey soils have the potential for settlement under fill and foundation loads and should be removed from the proposed building and oversizing areas. Although generally not encountered by the borings, some areas of soft to rather soft clayey glacial soils are anticipated onsite. Topsoil and organic fill depths should be anticipated to increase towards the wetland areas and tops of slopes. Mutual Investments, LLC. Project BL -06-02305 October 17, 2006 Page 6 C.2.c. Groundwater Control Depending on proposed grades and excavation depths across the site, groundwater or perched water could potentially be encountered in excavations. Based on the borings, we anticipate sump pumps will generally be suitable for short-term groundwater control. However, the groundwater control methods should be reviewed after grades are determined. C.2.d. Backfill and Reuse of Onsite Soils The on-site native glacial soils generally appear suitable for reuse as structural fill. However, clayey soils will likely need to be moisture conditioned prior to reuse. The excavation contractor should note that moisture conditioning of clayey soils could be labor intensive and extremely difficult outside of the summer months, requiring significant amounts of time. Topsoil and organic fill soils should not be reused as structural fill below the building areas. C.2.e. Pavement Areas We anticipate typical subgrade preparation procedures will be suitable for preparation of the pavement areas onsite. The recommended subgrade preparation procedures are outlined in Section D.6. Based on the borings, the onsite soils near the surface in the pavement areas generally consist of clayey soils. The contractor should note that clayey soils are susceptible to disturbance due to repeated construction traffic. Disturbance of these soils may cause areas that were previously prepared for pavement support to become unstable and require addition moisture conditioning, compaction and/or subcutting. Care should be taken to avoid disturbing the soils. C.2.f. Additional Investigation If development of this site proceeds, we recommend further subsurface exploration be performed. The additional subsurface exploration should include test pits or addition soil borings around the proposed building areas, once the proposed building locations, types of structures, foundation loads and proposed grades have been determined. The additional subsurface information in the proposed building areas will allow us to finalize the recommendations regarding site development, grading, foundation design, Floor slab support and pavement design. The recommendations within this report should be considered preliminary. The recommendations provided in this report may change or be revised based on additional soil boring information and/or building or site design information. Mutual Investments, LLC. Project BL -06-02305 October 17, 2006 Page 7 C.3. Building Pad Preparation C.3.a. Excavation For building pad preparation, we recommend that the vegetation, topsoil, organic soils and very soft to rather soft native clayey soils be removed from below all proposed building and oversize areas. If present, any existing utilities and old backfill should also be removed from proposed building and oversize areas. After excavation of the unsuitable soils, the native glacial soils or previously compacted clayey fill soils should be directly suitable for support of foundations or engineered fill. Table I outlines the anticipated excavation depths at the soil borings. However, we recommend the excavation depths be reviewed after the proposed building loads and grades are available. The excavation depths may need to be revised. Table 1. Anticipated Excavation Depths Boring Approximate Ground Surface Elevation Anticipated Depth of Excavation feet Approximate Bottom -of -Excavation Elevation (Estimated) ST- l 934.1 1/2 933 1/2 ST -2 931.4 1/2 * 931 ST -3 939.6 1 9381/2 ST -4 916.3 1 915 ST -5 914.2 7 907 ST -6 916.4 4 912 ST -7 921.7 - - * The sandy silt soils at Boring ST -6 can become disturbed and unstable due to constriction traffic. If this occurs, these soils may need to be subcut. Please note the excavation depths indicated in the above tabulation are approximate and will vary. The actual depth of excavation may differ between boring locations and should be determined in the field at the time of construction. For excavations within the building areas that extend below design footing elevation, we recommend the excavation bottoms be extended laterally beyond the edges of the proposed footings a minimum of I foot for each vertical foot below the footing at that location (i.e. 1:1 lateral oversizing). This oversizing is necessary for the lateral distribution of the footing loads through the fill sequence. To minimize disturbing the in-place soils, we recommend the footing excavations be performed with a backhoe equipped with a smooth -edge bucket or a wide -tracked dozer. If the excavation bottom soils become disturbed, they should be surface compacted prior to fill and/or foundation placement. Mutual Investments, LLC. Project BL -06-02305 October 17, 2006 Page 8 C.3.b. Fill and Backfill Structural backfill should consist of nonorganic, on- or off-site mineral soils. Fill containing foreign debris or organic material should not be reused as structural fill. If imported soils are used, we recommend they consist of nonorganic, debris -free mineral soils. For fill placement over wet subgrades, we recommend coarse sand or sandy gravel be used as backfill to establish a stable fill base. Coarse sands and sandy gravels consist of soil with less than 5 percent passing the number 200 sieve and less than 50 percent passing the number 40 sieve by weight. C.3.c. Compaction We recommend the backfill and fill be placed in lifts not exceeding 8 inches in thickness. We recommend fill soils be compacted to the minimum densities summarized in Table 5, determined in accordance with American Society for Testing and Materials (ASTM) Test Method D 698 (standard Proctor). Fill and backfill should be within 3 percentage points of its optimum moisture content. However, clayey fill should be placed within 3 percentage points above and 1 percentage point below its optimum moisture content. Table 2. Recommend Compaction Levels Location Minimum Compaction Standard Proctor) Footings and Interior Floor Slab 98% Below Exterior Slabs 95% Exterior Wall Backfill 90% Within 3 feet of Pavement 100% Below 3 feet of Pavements 95% The compaction parameters should be re-evaluated after additional information regarding building location and loads are provided. C.4. Foundations For preliminary design, it is our opinion typical spread footings could be used for building support. However, this recognizes that soil corrections will be required to prepare the building pads. CA.a. Depth We recommend that the perimeter footings bear a minimum of 3 1/2 feet below the exterior grade for frost protection. Interior footings may be placed immediately beneath the slab. If winter construction is being considered, we recommend interior footings also bear a minimum of 3 1/2 feet below grade for frost protection. Mutual Investments, LLC. Project BL -06-02305 October 17, 2006 Page 9 We recommend that isolated exterior footings have a minimum of 4 feet of cover over the tops of the footings. We recommend the piers be tied to the footings with reinforcing so frozen soil adhering to the sides of the piers does not heave the piers. CA.b. Bearing Pressure Based on the soils encountered in the borings, and assuming the site corrections are completed as recommended, it is our opinion the spread footings can be designed for a net allowable bearing pressure up to 3,000 pounds per square foot. We recommend a minimum width of 18 inches for strip footing design. However, this recommendation is based on preliminary building design and locations. After the building design and locations have been finalized and additional subsurface information is provided, we can provide additional analysis and recommendations regarding the final design of the foundation system. CA.c. Settlement Based on the preliminary bearing capacity and assumed foundation loads, we anticipate total and differential settlement of the foundations will be less than I inch and 1/2 inch, respectively, under the assumed loads. C.S. Floor C.S.a. Subgrade For buildings supported on spread footing foundations, we anticipate the slab subgrade soils will consist of engineered fill or native glacial soils suitable for slab -on -grade floor support after site grading. Backfill in footing and mechanical trenches should be compacted to a minimum of 95 percent of its standard Proctor maximum dry density. C.S.b. Vapor Barrier Excess transmission of water vapor could cause floor dampness, certain types of floor bonding agents to separate, or mold to form under floor coverings. We recommend placing a vapor retarder or barrier below ground supported slabs where floor covering or coatings less permeable than concrete will be used, or if moisture is a concern. We recommend placing the vapor retarder or barrier directly below the concrete, and taking the following precautions to help limit concrete shrinkage and curling: • using the largest possible maximum aggregate size and/or coarse aggregate. • using the lowest practical slump. • using the lowest necessary cement content to reduce top -to -bottom moisture differentials. Mutual Investments, LLC. Project BL -06-02305 October 17, 2006 Page 10 • carefully curing the concrete. • optimizing the spacing of control joints. Current practices, however, often allow the vapor retarder or barrier to be buried below a layer of sand to reduce concrete shrinkage and curling, but this practice risks trapping water between the slabs and the vapor retarder or barrier, and causing moisture vapor problems some time after construction. If the vapor retarder or barrier is buried below a layer of sand, consideration should be given to: • eliminating moisture -trapping slip sheets, where possible, from below the slabs. • installing roof drains prior to retarderlbarrier installation to reduce wetting of the sand cushion. directing the concrete subcontractor to keep excess process water away from the sand cushion. • sealing control joints to discourage water from penetrating the slabs after construction. Regardless of where the vapor retarder or barrier is placed, we recommend consulting with floor covering manufacturers regarding the appropriate type, use and installation of the vapor retarder or barrier to preserve warranty assurances. We recommend that the vapor retarder or barrier be observed prior to concrete or sand placement so that holes, tears or gaps in the vapor retarder or barrier can be identified and patched or realigned as needed. We further recommend performing moisture vapor transmission tests after the concrete slabs have cured, but before flooring is installed. Flooring manufactures typically recommend upper limits of moisture vapor transmission that can be used to set schedules for flooring installation, but more importantly, may impact warranties. C.5.c. Subgrade Modulus Assuming the floor subgrades are engineered fill or glacial soils generally consisting of consist sandy lean clay, it is our opinion that a modulus of subgrade reaction of `k' value of 100 pounds per square inch per inch of deflection (pci) may be used to design the floors. If a minimum of 6 inches of compacted crushed gravel road base is placed immediately beneath the floor slabs, it is our opinion that the modulus may be increased by 50 pci. CA Below Grade Walls We understand the proposed buildings may have some full or partially below -grade walls. Prior to backfill operations, the foundation walls should be laterally braced or filled evenly on both sides to minimize displacement of the walls. Mutual Investments, LLC. Project BL -06-02305 October 17, 2006 Page I I C.6.a. Lateral Pressures The following table summarizes the lateral earth pressures to be used for design calculations of below - grade walls. These values do not include a factor of safety. A factor of safety should be used for design calculations. Table 6. Lateral Eauivalent Fluid Pressure Sands for the purpose of wall design have less than 5 percent by weight passing a number 200 sieve. If sands are used, the granular material should extend 2 feet laterally away from the base of the wall and then extend to the surface at 60 degrees from horizontal. Other soils include on-site or imported silty sands, clayey sands, sandy lean clays, lean clays, and silts. Also, the design should incorporate a surcharge loading of 250 psf at the surface to provide support for construction traffic and any future traffic or loads that could affect the walls. C.6.b. Seepage Control As a precaution against below -grade seepage, we recommend the below -grade walls be adequately dampproofed and a perimeter foundation drain system be installed. The system should include a perforated pipe with an invert within 2 inches of bottom -of -footing elevation. Collected seepage should be routed to a sump and then drained by a pump or gravity to a storm sewer or low area on the site. The seepage control system should include permeable material against the basement wall, such as a synthetic wall drainage system or at least 2 feet (horizontal) of free -draining sandy gravel or sand backfill. The sandy gravel or sand backfill should have less than 5 percent of the particles by weight passing a number 200 sieve and less than 50 percent passing the number 40 sieve. Where the sandy gravel or sand backfill extends outside the footprint of the building, it should be capped by a slab, pavement or at least 1 foot of clayey topsoil. C.7. Exterior Stabs C.7.a. Subgrades We recommend the topsoil and organic soils be removed from beneath any proposed exterior slabs. We anticipate the building excavations will remove the majority of these soils below exterior slabs. Fills and backfills should be compacted to a minimum of 95 percent of their standard Proctor density. Active Condition At Rest Condition Passive Condition Wall Backfill Soil Type (psf per foot (psf per foot of (psf per foot of depth) depth) of de th) Clean Sands 30 45 400 Other Soils 55 70 300 Sands for the purpose of wall design have less than 5 percent by weight passing a number 200 sieve. If sands are used, the granular material should extend 2 feet laterally away from the base of the wall and then extend to the surface at 60 degrees from horizontal. Other soils include on-site or imported silty sands, clayey sands, sandy lean clays, lean clays, and silts. Also, the design should incorporate a surcharge loading of 250 psf at the surface to provide support for construction traffic and any future traffic or loads that could affect the walls. C.6.b. Seepage Control As a precaution against below -grade seepage, we recommend the below -grade walls be adequately dampproofed and a perimeter foundation drain system be installed. The system should include a perforated pipe with an invert within 2 inches of bottom -of -footing elevation. Collected seepage should be routed to a sump and then drained by a pump or gravity to a storm sewer or low area on the site. The seepage control system should include permeable material against the basement wall, such as a synthetic wall drainage system or at least 2 feet (horizontal) of free -draining sandy gravel or sand backfill. The sandy gravel or sand backfill should have less than 5 percent of the particles by weight passing a number 200 sieve and less than 50 percent passing the number 40 sieve. Where the sandy gravel or sand backfill extends outside the footprint of the building, it should be capped by a slab, pavement or at least 1 foot of clayey topsoil. C.7. Exterior Stabs C.7.a. Subgrades We recommend the topsoil and organic soils be removed from beneath any proposed exterior slabs. We anticipate the building excavations will remove the majority of these soils below exterior slabs. Fills and backfills should be compacted to a minimum of 95 percent of their standard Proctor density. Mutual Investments, LLC. Project BL -06-02305 October 17, 2006 Page 12 C.7.b. Frost Protection The on-site soils, with the exception of the poorly graded sands with silt, are considered frost susceptible. Construction directly on these soils could cause unfavorable amount of frost heave to occur. This heave can be a nuisance for slabs or steps in front of doors and at other critical grade areas. One way to reduce this heave is to remove the frost -susceptible soils down to bottom -of -footing level and replace them with nonfrost-susceptible sand or sandy gravel. Sand or sandy gravel with less than 5 percent of the particles by weight passing a number 200 sieve is non frost -susceptible. We recommend a drainpipe be installed to remove any water that may collect in the sand. The bottom of the subexcavation should be graded so that water flows to the center where it can be collected by a pipe and drained to a storm sewer, another drain tile, or a water collector system for discharge. Another alternative for reducing frost heave is to support the steps or slabs on frost -depth footings. A void space of at least 4 inches should be provided between the bottoms of the steps/slabs and frost -susceptible soils to allow the soils to heave without affecting the steps/slabs. To reduce frost heave at the intersection of sidewalks and stoops, we recommend placing nonfrost-susceptible sand to a depth of 3 feet below the stoop and upwards at 10:1 (horizontal:vertical) ratio below the sidewalk. The sand should also be extended 2 feet laterally beyond the sidewalk. This approach should dissipate frost heave related movement to a reasonable level at these areas. If this approach is used, we recommend a drain pipe be installed to remove any water that may collect in the sand or sandy gravel. C.B. Utility Support With the exception of the topsoil and other organic soils, the previously placed fill and glacial soils encountered onsite generally appear suitable for pipe support. However, if unstable fill soils or very soft to soft native clayey soils are encountered at pipe invert elevations, they may need to be subcut and replaced with engineered backfill or crushed rock. If any organic soils (such as organic clay fill) are encountered in the utility trench excavations they should also be removed and replaced with engineered backfill or crushed rock. We also recommend that the utility trench backfill be compacted to a minimum of 95 percent of its standard Proctor density, except in the upper 3 feet of pavement areas, where the compaction level should be increased to a minimum of 100 percent. Mutual Investments, LLC. Project BL -06-02305 October 17, 2006 Page 13 C.9. Pavement C.9.a. Subgrade Preparation For construction of new paved areas, we recommend stripping the surficial vegetation. Topsoil and other organic soils should then be removed to a minimum depth of 3 feet vertically of the pavement subgrade. Organic soils below 3 feet of the subgrade could potentially be left in place. However, we should be consulted prior to leaving any organic soils in place. After stripping, we recommend the subgrade be surface -compacted with a large self-propelled vibratory compactor. We recommend the existing subgrade be surface compacted to a minimum of 100 percent of standard Proctor density if within 3 feet of the proposed pavement subgrade. If below 3 feet, surface compaction to 95 percent should be adequate. If there are areas where the subgrade cannot be compacted, we recommend that the upper 2 feet of the resulting subgrade be scarified to a moisture content not more than 2 percent above optimum or 1 percent below, and compacted to a minimum of 100 percent of its standard Proctor maximum dry density. If there are areas which still cannot be compacted, we recommend that the unstable materials be subexcavated to a depth of 3 feet and be replaced by materials which can be compacted. Where fill is required, we recommend that it be similarly moistened and compacted. For fills more than 3 feet below final subgrades, 95 percent compaction should be sufficient. C.9.b. Proofrolls Prior to the placement of the aggregate base, we recommend the subgrade soils be proofrolled with a loaded tandem -axle truck and observed by a geotechnical engineer. This will assist in identifying any soft or weak areas that will require additional soil correction work. Areas that yield or rut more than 1 inch due to wheel traffic should be corrected. Failed areas should be compacted, or if too wet, subcut and replaced with suitable soil and compacted as specified for the fill. C.9.c. Anticipated Subgrade and R -value After the site has been graded, we anticipate the subgrade soils will primarily consist of sandy lean clay. Laboratory tests to determine the R -values of these soils were not included in our scope of services. These soils typically have assumed R -values ranging from 8 to 12. We used an assumed R -value of 8 for our pavement design. Mutual Investments, LLC. Project BL -06-02305 October 17, 2006 Page 14 C.9.d. Design Sections For the above subgrade, a 20 -year design life and assumed traffic (Section C.I ), we recommend the following minimum section thicknesses be used for pavement design. The light duty section is recommended for the car parking areas and the medium duty section is recommended for the drive lanes and any truck parking areas. Table 3. Recommended Minimum Pavement Section Thicknesses Course Light Duty (inches) Medium Duty (inches) Bituminous 3 4 Gravel Base 8 9 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 proper care, 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. Other pavement design sections providing equivalent structural capacity also could be considered C.9.e. Materials We recommend specifying Class 5 aggregate base meeting the requirements of Mn/DOT (Minnesota Department of Transportation) Specification (Standard Specifications of Construction Article) 3138. We recommend bituminous base and wear courses meeting the requirements of Mn/DOT specification 2360. We recommend the crushed aggregate base be compacted to a minimum of 100 percent of its standard Proctor maximum dry density. We recommend the bituminous mixtures be compacted to a minimum of 95 percent of their Marshall densities. C.9.11 Drainage Considerations In low areas with catch basins, we recommend finger drains be placed below the aggregate base and tied into the catch basins to help remove any water trapped above the subgrade within the aggregate base. C.10. Site Grading and Drainage We recommend the site be graded to provide a positive run-off away from the proposed and existing structures. We recommend landscaped areas be sloped a minimum of 6 inches within 10 feet of the building and slabs be sloped a minimum of 2 inches. In addition, we recommend gutters and downspouts with long splash blocks or extensions. Mutual Investments, LLC. Project BL -06-02305 October 17, 2006 Page 15 C.11. Additional Construction Recommendations C.11.a. Excavation All excavations must comply with the requirements of OSHA 29 CFR, Part 1926, 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. C.1Lb. Observations A geotechnical engineer should observe the excavation, footing and slab subgrades to evaluate if the subgrade soils are similar to those encountered by the borings and adequate to support the proposed construction. Oversize of excavations below perimeter footing grades should be checked. These observations should be conducted prior to placing backfills, fills or forms for footings. After excavating for footings, we recommend that tests be conducted on the subgrades to evaluate if the bearing capacity is at least 3,000 psf. Typical instruments used for these tests include hand augers and dynamic cone penetrometers. C.11.c. Testing We recommend density tests of backfills and fills placed beneath footings, Floor slabs, and along foundation walls. Samples of proposed backfill and fill materials should be submitted to our testing laboratory at least three days prior to placement for evaluation of their suitability and determination of their optimum moisture contents and maximum dry densities. C.I Ld. Cold Weather Construction If site grading and construction is anticipated during cold weather, we recommend that good winter construction practices be observed. All snow and ice should be removed from cut and fill areas prior to additional grading. No fill should be placed on soils that have frozen or contain frozen material. No frozen soils should be used as fill. Concrete delivered to the site should meet the temperature requirements of ASTM C 94. Concrete should not be placed upon frozen soils or soils which contain frozen material. Concrete should be protected from freezing until the necessary strength is attained. Frost should not be permitted to penetrate below footings bearing on frost -susceptible soil since such freezing could heave and crack the footings and/or foundation walls. Mutual Investments, LLC. Project BL -06-02305 October 17, 2006 Page 16 D. Procedures D.I. Drilling and Sampling We performed the penetration test borings on September 19, 2006, with a truck -mounted core and auger drill equipped with 3 1/4 -inch inside -diameter hollow -stem auger. Sampling for the borings was conducted in general accordance with ASTM D 1586, "Penetration Test and Split -Barrel Sampling of Soils." We advanced the boreholes with the hollow -stem auger to the desired test depths. A 140 -pound hammer falling 30 inches was then used to drive the standard 2 -inch split -barrel sampler a total penetration of 1 1/2 feet below the tip of the hollow -stem auger. The blows for the last foot of penetration were recorded and are an index of soil strength characteristics. Samples were taken at 2 1/2 -foot vertical intervals to the 15 -foot depth and then at 5 -foot intervals to test boring termination. A representative portion of each sample was then sealed in a glass jar. D.2. Soil Classification The drill crew chief visually and manually classified the soils encountered in the borings in general accordance with ASTM D 2488, "Description and Identification of Soils (Visual -Manual Procedure)." A summary of the ASTM classification system is attached. The samples were then returned to our laboratory for review of the field classifications by a soils engineer. Representative samples will remain in our Minneapolis office for a period of 60 days to be available for your examination. D.3. Groundwater Observations Immediately after taking the final samples in the bottoms of the borings, the holes were probed through the hollow -stem auger to check for the presence of groundwater. Immediately after withdrawal of the auger, the holes were again probed and the depths to water or cave-ins were noted. The borings were then backfilled. E. General Conditions E.I. Basis of Preliminary Recommendations The analyses and recommendations submitted in this report are based upon the data obtained from the soil borings performed at the locations indicated on the attached sketch. Often, variations occur between these borings, the nature and extent of which do not become evident until additional exploration or Mutual Investments, LLC. Project BL -06-02305 October 17, 2006 Page 17 construction is conducted. Additional borings may be necessary once final site development plans are conceived. The recommendations in this report should be viewed as preliminary and not applicable to final geotechnical design. It is recommended that we be retained to perform the observation and testing program for the site preparation phase of this project. This will allow correlation of the soil conditions encountered during construction to the soil borings, and will provide continuity of professional responsibility. E.2. Review of Design This report is based on the design of the proposed structures as related to us for preparation of this report. It is recommended that we be retained to review the geotechnical aspects of the designs and specifications. With the review, we will evaluate whether any changes in design have affected the validity of the recommendations, and whether our recommendations have been correctly interpreted and implemented in the design and specifications. EA Groundwater Fluctuations We made water level observations in the borings at the times and under the conditions stated on the boring logs. These data were interpreted in the text of this report. The period of observation was relatively short, and fluctuations in the groundwater level may occur due to rainfall, flooding, irrigation, spring thaw, drainage, and other seasonal and annual factors not evident at the time the observations were made. Design drawings, specifications and construction planning should recognize the possibility of fluctuations. EA Use of Report This report is for the exclusive use of Mutual Investments, LLC and their design team to use to design the proposed school and prepare construction documents. In the absence of our written approval, we make no representation and assume no responsibility to other parties regarding this report. The data, analyses and recommendations may not be appropriate for other structures or purposes. We recommend that parties contemplating other structures or purposes contact us. E.S. Level of Care In performing our services, Braun Intertec has used that degree of care and skill ordinarily exercised under similar circumstances by reputable members of our profession currently practicing in the same locality. No warranty, express or implied, is made. Appendix . --�x.r w•xr.xauszl- ".- i �ssr>. rcac,u_c---'��//j/� //�/ //'/ /' / ri�GF (� _ _ —% / /�\ 111 I�N11\ \♦ l\ \ �\ l Is. \ / / \ 111 \ •• �� I \ ' - - - - - - - - - - - - - - /may Iiii\'� l/I I� - ,� _ Sic- - - - - - - - - _n'l l\R\� `\i i ,t �l�_S• %L\/, jjj / / ` �/ I / m / •^ S�C� n - "` / W Tl. (z1 / 1 III . -�_.1 _� I'll ♦\— 1 _ ov.!� A _ •moo _ _ _ _ �� // /,// , � /'% — ' / / f \6Qi/ / / � � 6 Fl p �/ 1/ vii M1ti ../Y / Q -W[T15N8. . . . /l 120 (G� 51 (S"Bx36 - 133 509' 15' 11-117 1. 15.'a��•M• (vrs.0y6 SIS01Ot'1J•E '.,E 16.38_ � _ 63 lµ yp 5>.SE 33�T~ 1 / � �4 /ij 4R=1959.8(y G - - . Nh.,/�''%i°=a 1,•95• yy / V �5�9°95 �• / / ��Py 4 BAD DENOTES APPROXIMATE LOCATION OF STANDARD PENETRATION TEST BORING 125' 0 250' SCALE1-=250' 11 11 x LaZ(L< YO I- n�oo Z:)O W OQmZ Q wO:E OUON C3ZQo C�ODZ m OOq< oOU O O a ZI�I<I�I�IU FIGURE NO a� mw Z- 11 11 x LaZ(L< YO I- n�oo Z:)O W OQmZ Q wO:E OUON C3ZQo C�ODZ m OOq< oOU O O a ZI�I<I�I�IU FIGURE NO BRAUN" INTERTEC LOG OF BORING Braun Project BL -06-02305 BORING: ST -1 GEOTECHNICAL EVALUATION LOCATION: See attached sketch. Condo Warehouses Audubon Road Chanhassen, Minnesota DRILLER: is Powers METHOD: 3 1/4" HSA Autohammer DATE: 9/19/06 SCALE: 1" = 4' Elev. Depth feet feet ASTM Description of Materials BPF WL qp MC Tests or Notes 934.1 0.0 Symbol (ASTM D2488 or D2487) tsf % 933.6 0.5 FILL FILL: Sandy Lean Clay, slightly organic, dark brown, moist. Ground surface elevations provided FILL (Topsoil) by Sathre-Berquist, Inc. FILL: Sandy Lean Clay, with a trace of Gravel and Fibers, with occasional Silty Sand layers, brown and dark I S I S brown with a trace of black, wet. 13 11 10 16 9 912.1 22.0 II CLSANDY LEAN CLAY, with a trace of Gravel, brown to 29 feet then gray, wet, medium to rather stiff. (Glacial Till) * Water not 7 2 observed with 29 feet of hollow -stem auger in the ground. Water not observed to cave-in depth of 20 1/2 feet immediately after withdrawing the g 2 1/2 auger. 903.6 1 30.5 Boring immediately END OF BORING. * backfilled. BL -06-02305 &aun Intertm Corpomfion ST -1 page I of I BRAUN" INTERTEC LOG OF BORING Braun Project BL -06-02305 BORING: ST -2 GEOTECHNICAL EVALUATION LOCATION: See attached sketch. Condo Warehouses Audubon Road Chanhassen, Minnesota DRILLER: Chris powers METHOD: 3 1/4" HSA Autohammer DATE: 9/19/06 SCALE: P =41' Elev. Depth feet feet ASTM Description of Materials BPF WL qp MC Tests or Notes 931.4 0.0 Symbol (ASTM D2488 or D2487) tsf % 930.9 0.5 SC CLAYEY SAND, fine- to medium -grained, slightly organic, dark brown, moist. ML To soil SANDY SILT, brown, moist, loose. (GlacioFluvium) 9 927.4 4.0 CL SANDY LEAN CLAY, with a trace of Gravel, with occasional Silty Sand seams, brown and gray, wet, rather 11 3 17 stiff to stiff. (Glacial Till) 13 3 14 3 II 9 21/ Q An open triangle in 12 the water level 910.9 20.5 (WL) column indicates the depth END OF BORING. at which Water observed at 19 feet with 19 feet of hollow -stem groundwater was auger in the ground. observed while drilling. Water not observed to cave-in depth of 17 feet Groundwater levels immediately after withdrawing the auger. Fluctuate. Boring immediately backfilled. BL -06-02305 Braun Inter[ec Corporation ST -2 page I of I BRAUN' INTERTEC LOG OF BORING Braun Project BL -06-02305 BORING: ST -3 GEOTECHNICAL EVALUATION LOCATION: See attached sketch. Condo Warehouses Audubon Road Chanhassen, Minnesota DRILLER: Chris Powers METHOD: 3 IW" HSA Autohammer DATE: 9/19/06 SCALE: 1" ' 4' Elev. Depth feet feet ASTM Description of Materials BPF WLJ qp Tests or Notes 939.6 0.0 Symbol (ASTM D2488 or D2487) tsf 938.9 0.7 FILLORFILL: Sandy Lean Clay, slightly organic, black, wet. (Topsoil) FILL FILL: Clayey Sand, fine- to medium -grained, with a trace of Gravel, dark brown, brown and gray, wet. I I 935.6 4.0 SC CLAYEY SAND, fine- to medium -grained, with a trace of Gravel, with occasional Silty Sand seams, brown, wet, 13 stiff. (Glacial Till) 14 930.6 9.0 CL SANDY LEAN CLAY, with a trace of Gravel, with occasional Silty Sand seams, brown, wet, rather stiff to 12 2 1/2 stiff. (Glacial Till) 15 3 16 924.1 15.5 END OF BORING. Water not observed with 14 feet of hollow -stem auger in the ground. Water not observed to cave-in depth of 13 feet immediately after withdrawing the auger. Boring immediately backfilled. BL -06-02305 Braun Intent Corporation - ST -3 page I of I BRAUN`" INTERTEC LOG OF BORING Braun Project BL -06-02305 BORING: ST -4 GEOTECHNICAL EVALUATION LOCATION: See attached sketch. Condo Warehouses Audubon Road Chanhassen, Minnesota DRILLER: Chris Powers METHOD: 3 1/4" HSA Autohammer D.AFE: 9/19/06 SCALE: 1" = J' Elev. Depth feet feet ASTM Description of Materials BPF WL qp MC Tests or Notes 916.3 0.0 Symbol (ASTM D2488 or D2487) tsf CL SANDY LEAN CLAY, slightly organic, dark brown and 915.3 1.0 black, wet. CL o soil SANDY LEAN CLAY, with a trace of Gravel, with occasional Silty Sand seams, brown and gray to 19 feet y 2 I / 20 then gray, wet, rather stiff to very stiff. (Glacial Till) 9 2 1/ 10 2 1/2 20 Il 3 1s 3 22 Q 17 895.8 20.5 END OF BORING. Water observed at 19 feet with 19 feet of hollow -stem auger in the ground. Water not observed with 16 feet immediately after withdrawing the auger. Boring immediately backfilled. BL -06-02305 Braun Interux Corporation - ST4 page 1 of I BRAUN'" INTERTEC LOG OF BORING Braun Project BL -06-02305 BORING: ST -5 GEOTECHNICAL EVALUATION LOCATION: See attached sketch. Condo Warehouses Audubon Road Chanhassen, Minnesota DRILLER: Chris Powers METHOD: 3 1/4" HSA Autohmnmer DATE: 9/19/06 SCALE: 1" =4' Elev. Depth feet feet I ASTM Description of Materials BPF WL qp Tests or Notes 914.2 0.0 Symbol (ASTM D2488 or D2487) tsf FILL FILL: Lean Clay with Sand, slightly organic to organic, black, wet. (Topsoil) 6 4 Z7 907.2 7.0 3 SM SILTY SAND, fine- to medium -grained, with occasional Lean Clay layers, brown and gray, wet to waterbearing, very loose to loose. (Glaciofluvium) 5 6 5 895.2 19.0 CL LEAN CLAY, with Silty Sand and Sandy Silt seams, gray, wet, medium. 7 2 893.7 20.5 Glaciofluvium END OF BORING. Water observed at 6 1/2 feet with 6 1/2 feet of hollow -stem auger in the ground. Water observed at 16 feet with 19 feet of hollow -stem auger in the ground. Water observed at 5 feet with a cave-in depth of 6 feet immediately after withdrawing the auger. Boring immediately backfilled. BL -0602305 Braun Internee Corporation - ST -5 page I of I BRAUN`" INTERTEC LOG OF BORING Braun Project BL -06-02305 BORING: ST -6 GEOTECHNICAL EVALUATION LOCATION: See attached sketch. Condo Warehouses Audubon Road Chanhassen, Minnesota DRILLER: Chris Powers METHOD: 3 114" HSA Autohammer DATE: 9/19/06 SCALE: V. = 4' Elev. Depth feet feet ASTM Description of Materials BPF WL qp Tests or Notes 916.4 0.0 Symbol (ASTM D2488 or D2487) tsf FILL FILL: Silty Sand, fine- to medium -grained, slightly organic, dark brown and black, moist. (Topsoil) 4 912.4 4.0 SM SILTY SAND, fine-grained, brown, moist, very loose to loose. 4 (GlacioFluvium) 6 907.4 9.0 Q SC CLAYEY SAND, fine- to medium -grained, with Silty Sand layers, with a trace of Gravel, brown, wet, media 6 (Glacial Till) 904.4 12.0 5 1 1/2 CL SANDY LEAN CLAY, with a trace of Gravel, with Poorly Graded Sand layers, brown and gray, wet, rather soft to medium. (Glacial Till) 8 2 897.4 19.0 SC CLAYEY SAND, fine- to medium -grained, with a trace of Gravel, gray, wet, medium. 7 895.9 20,5 Glacial Till END OF BORING. Water observed at 9 feet with 9 feet of hollow -stem auger in the ground. Water not observed with 19 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. BL -06-02305 Braun Intenec Corporation ST -6 page I of I BRAUN" INTERTEC LOG OF BORING Braun Project BL -06-02305 BORING: ST -7 GEOTECHNICAL EVALUATION LOCATION: See attached sketch. Condo Warehouses Audubon Road Chanhassen, Minnesota DRILLER: Chris Powers METHOD: 3 1/4" HSA Autohammer DATE: 9/19/06 SCALE: I" = 4' Elev. Depth feet feet ASTM Description of Materials BPF WL Tests or Notes 921.7 0.0 Symbol (ASTM D2488 or D2487) SP- POORLY GRADED SAND with SILT, fine- to SM medium -grained, with a trace of Gravel, brown and light brown, moist, very loose to loose. (Glacial Outwash) 4 5 6 7 8 6 906.2 15.5 END OF BORING. Water not observed with 19 feet of hollow -stem auger in the ground. Water not observed to cave-in depth of 12 feet immediately after withdrawing the auger. Boring immediately backfilled. BL -0602305 Braun Interrec Corpoanon ST -7 page I of 1 7A,IVJ D, ID.4.0(0 Audubon Motor Plex Chanhassen, Minnesota Wetland Delineation Report Prepared for Mutual Investments LLC by Kjolhaug Environmental Services Company, Inc. (KES Project No. 2006-189) September 29, 2006 Audubon Motor Plex Chanhassen, Afinnesota Wetland Delineation Report I. INTRODUCTION The Audubon Motor Plex site was examined on September 14, 2006 for the presence and extent of wetland. The site was located in the E''/z of Section 15, Township 116 North, Range 23 West, City of Chanhassen, Carver County, Minnesota. The 30.8 -acre site was located less than one-half mile southwest of the intersection of Highway 5 and Audubon Road (Figure 1). The site was bordered by General Mills to the north, railroad tracks to the south, and Bluff Creek to the west. At the time of the delineation, the site consisted of open meadow and fallow hayfield dominated by Canada goldenrod, smooth brome, and Kentucky bluegrass with lesser amounts of sweet clover, alfalfa, Canada thistle, and Aster spp. Sumac dominated a steeply sloping hill along the northeast site border, and boxelder was found scattered throughout the northeast portion of the site. The west and northwest portion of the site consisted of wetland. Cottonwood and willow shrubs and trees were found along portions of the wetland edge. Portions of the site appeared to have been graded and/or excavated in the past as evidenced by bare areas lacking topsoil. A number of actively eroding gullies were also observed throughout the site and are likely a result of failed erosion control during past grading activities. II. METHODS Wetlands were identified using Routine Determination methodology described in the Corps of Engineers Wetlands Delineation Manual (Waterways Experiment Station, 1987) as required by Section 404 of the Clean Water Act and the Minnesota Wetland Conservation Act. Atypical situations methodology was applied to cropped and ditched areas of the site. Wetland boundaries were identified as the upper -most extent of wetlands, which met criteria for hydric soils, hydrophytic vegetation, and wetland hydrology. Wetland -upland boundaries were marked with pin flags and subsequently located by Sathre-Bergquist using standard land survey methods. Kjolhaug Environmental Services Company reviewed surveyed wetland boundaries for accuracy. Soils, vegetation, and hydrology were documented at representative locations along the wetland - upland boundary. Plant species dominance was estimated based on the percent aerial or basal coverage visually estimated within a 30 -foot radius for the tree and shrub layers and a 5 -foot radius for the herbaceous layer within the community type being sampled. Soils were characterized to a minimum depth of 18-20 inches utilizing Munsell Soil Color Charts and standard soil texturing methodology. Plants were identified using standard regional plant keys. Taxonomy was based on the Manual of Vascular Plants of Northeastern United States and Adjacent Canada, Ed. 2 (New York Botanical Garden, 1991). Indicator status of plant species was taken from the National List of Plant Species That Occur in Wetlands: 1988 Minnesota (U.S. Fish & Wildlife Service, 1988). III. RESULTS Review of Soils, NWI, and DNR Information The National Wetland Inventory Map (NWI) (Shakopee Quadrangle, U.S. Fish & Wildlife Service, 1989) did not show any wetlands within site boundaries (Figure 3). The Soil Survey of Carver County, Minnesota(www.websoilsurvey.nres.usda.gov) showed the following soil types on the site: Glencoe clay loam (GL), Hamel loam (HM), Kilkenny -Lester loans (KB), Lester -Kilkenny loams (KC2), Lester -Kilkenny clay loams (ND3), and Klossner muck (PM) (Figure 4). Glencoe, Hamel, and Klossner muck are hydric soils frequently associated with wetland conditions when undrained. The DNR Protected Waters Map, Carver County (Sheet 2 of 2, Minnesota DNR, revised 1996) Showed a DNR Protected Waterway (Bluff Creek) along the western site border (Figure 5). Wetland Determinations and Delineations Potential wetlands were evaluated in greater detail during field observations on September 14, 2006. One (1) wetland was identified and delineated on the subject site (Appendix A). Corresponding data forms are included in Appendix B. The following description of the wetland and surrounding upland reflects field conditions observed at the time of the delineation. At that time, vegetation was actively growing and temperatures were in the 80's. Hydrology was assumed to be typical of early fall. Wetland I was a Type 4 (PEMF/C/Ad/PSS1Ad) wetland located in the northwest portion of the site. Dominant vegetation at the sample location consisted of reed canary grass and giant goldenrod with lesser amounts dandelion. Where gullies drained into the main wetland vegetation consisted of willow shrubs, cattail, and reed canary grass. The interior of the wetland was dominated by cattail. A ditch drained the southern portion of the wetland to Bluff Creek. This partially drained area was dominated by reed canary grass with lesser amounts of stinging nettle, common milkweed, dandelion, Aster sp., and Canada thistle. Soils observed below the wetland boundary at the sample location (Data Form 1-1) were mapped as Hamel by the soil survey and were black silty clay loam to 27 inches, underlain by distinctly mottled, depleted fine sandy clay loam to 36 inches. No free water was observed within 36 inches of the soil surface in the sample borehole. Secondary indicators of hydrology included mapped hydric soil, and the FAC -Neutral Test. Adjacent upland at the sample location was dominated by Canada goldenrod, giant goldenrod, and Kentucky bluegrass with lesser amounts of Aster spp. Upland soils were mapped as Hamel and were black silty clay loam to 12 inches, underlain by distinctly mottled, black and very dark gray silty clay loam to 18 inches. Other than mapped hydric soil, no primary or secondary indicators of hydrology were observed. The delineated boundary followed a change in plant communities and topography. Wetland 1 corresponded to areas of mapped hydric soil by the soil survey (Klossner muck, Glencoe, and Hamel), but did not correspond to any NWI-mapped wetlands. Wetland Area A (Figure 2) consisted of a narrow, actively downcutting gully that drained to the north to the main basin of Wetland 1. Running water was heard and seen the day of the delineation. Because the channel is small, straight, and actively eroding, and because it is located within an area mapped as non -hydric by the soil survey (Lester -Kilkenny), Area A may be incidental. Wetland Area B consisted of a large eroded gully largely devoid of vegetation except in the very bottom of the vertically sloped channel. Numerous smaller gullies not delineated as wetland due to a lack of a dominant hydrophytic community drained into Area B from the east. The southernmost (most elevated) portion of Area B consisted of a vegetated (cattail and reed canary grass), wet Swale (Data Form 1-2). Where the swale appeared to meet formerly graded/disturbed area, severe downcutting and erosion began. Reveiw of historical aerial photographs (1937, 1940, 1951, 1957, 1963, 1969, 1979, 1984, 1991, 1997, 2000, and 2003) for this area displayed wetland signatures in some years. However, the pattern of the signature drastically changed course and narrowed in the 1992 photograph. It possible that the change in course of this area (possibly excavation, and fill/grading), combined with drainage from Area A have increased the historic wetland boundary located to the north of these two areas. Further investigation is needed to confirm if wetland to north of Areas A and B is incidental. Other Areas Sample Point A-1 (Figure 2) was taken on an upland slope to the south of the delineated wetland boundary in the southwest portion of the site. Dominant vegetation at the sample location consisted of reed canary grass with lesser amounts of Aster sp. and raspberry. Soils were mapped as Lester -Kilkenny by the soil survey and were very dark brown silty clay loam to 28 inches, underlain by very dark brown and very dark gray silty clay loam to 40 inches. Very few (<20/6) distinct mottles were observed below 28 inches. No free water was observed within 40 inches of the soil surface in the sample borehole. Based on a lack of hydric soils and wetland hydrology, this area was not delineated as part of Wetland 1. Sample Point A-2 was taken along the northeast border of Wetland 1. Dominant vegetation consisted of a canopy of willow shrubs and an understory of Kentucky bluegrass with lesser amounts of Canada goldenrod. Soils were mapped as Hamel by the soil survey and were yellowish brown medium sand and gravel to 30 inches. No free water was observed within 30 inches of the soil surface in the sample borehole. Based on a lack of a dominant hydrophytic plant community, wetland hydrology, or hydric soil, this area was not delineated as part of Wetland 1. Steeply sloping topography to the south and a lack of topsoil indicates that this area may have been stripped in the past. Willow vegetation observed in this area is likely a result of that disturbance. IV. SUMMARY • The Audubon Motor Plex site was inspected on September 14, 2006 for the presence and extent of wetland. • The NWI-map did not show any wetlands within site boundaries. • Glencoe, Hamel, and Klossner muck were the hydric soils indicated on this site. • A DNR Protected Waterway (Bluff Creek) was shown along the western site border. • One (1) Type 4 wetland was delineated on the subject property. V. CERTIFICATION OF DELINEATION The procedures utilized in the described delineation are based on the COE 1987 Wetland Delineation Manual as required by Section 404 of the Clean Water Act and the Minnesota Wetland Conservation Act. Both the delineation and report were conducted in compliance with regulatory standards in place at the time the work was completed. All site boundaries indicated on figures within this report are approximate and do not constitute an official survey product. Delineation Completed by: Melissa Barrett, Certified Wetland Delineator # 1085 & Professional Soil Scientist # 45067 Report Completed by: Melissa Lauterbach-Barrett Reviewed by: Date: Mark Kjolhaug, Professional Wetland Scientist No. 0000845 Audubon Motor Plex Wetland Delineation Report Figures: • Figure 1 — Site Location Map • Figure 2 — Aerial Photograph • Figure 3 — NW1 Map • Figure 4 — Soil Survey Map • Figure 5 — DNR Protected Waters Map Audubon Motor Plex Wetland Delineation Report Appendix A: Survey Drawing Note: Site boundaries on this figure are approximate and do not constitute an official survey product. Site Location Figure 1 — Site Location Map Audubon Motor Plex (KES No. 2006-189) Chanhassen, Minnesota KJoLHAUG ENVIRONMENTAL SERVICES COMPANY +N No Scale Figure 2 — 2003 Aerial Photograph Audubon Motor Plex (KES No. 2006-189) Chanhassen, Minnesota +N linch —514 feet 6- KJOLHAUG E.NVIRONMENTALSE.RVICESCOMPANY �w .yam Note: Site boundaries on this figure are approximate and do not constitute an official survey product.�fr ' y OEM Site Location 900 r 'ti }�f { _ U t, err` `�'••� f � �_ -ti 1 r I5 I PI f I tir•� ...'� l �� r i J J —41 1 Y5 ff ~heti 1�/ Figure 3 — NWI Map (USGS Shakopee Quadrangle) Audubon Motor Plex (KES No. 2006-189) Chanhassen, Minnesota fLKj ■rr�oLHAUC ENVIRONMENTAL SERVICES COMPANY TN 1 inch — 614 feet Note: Site boundaries on this figure are approximate and do not constitute an official survey product.jP y� a Sitc Location v Legend GL — Glencoe clay loam HM — Hamel loam KB — Kilkenny -Lester loams, 2-6% slopes KC2 — Lester -Kilkenny loams, 6-12% slopes, eroded ND3 — Lester -Kilkenny clay loams, 12-18% slopes, severely eroded PM — Klossner muck Figure 4 — Soil Survey Map Audubon Motor Plex (ISS No. 2006-189) Chanhassen, Minnesota KJO� �r�HA TT �w LG ENVIRONMENTAL SERVICES COMPANY tN 1 inch —437 feet Note: Site boundaries on this figure are approximate and do not constitute an official survey product. r , L, , morr . n or I I�w •r 7lt4HANWASSEN do= CIO eav P0 re Location i IFZ I' Figure 5 — DNR Protected Waters Map Audubon Motor Plex (KES No. 2006-189) Chanhassen, Minnesota LF) T Lr A �w Kjo UG ENVIRONMENTAL SERVICES COMPANY TN 1 inch — 1956 feet +�ry Ki Audubon Motor Plex Wetland Delineation Report Appendix B: Data Forms 09/29/2006 02:05 9524018798 ........... KJOLHAUG KJOLHAUG PAGE 02/09 L-NV7120 NM:ENT,C1L_ SERVICES C4DMP.9,Ny SAMPL t POINT- / SOILS 1 Wetalde UP aide N/A MaplNd Soil Type `�vu' In• A1atLtR:Colo► M:tswsnu_� -_ _Al. aistosol — A2, YGstic Epipcdon A3. 131ack Hisu, A4.1•Tydrogen Sulfide _A5 :tratificd Lavers Hydric: pill �..� A9,10.1-2 can Muck S 1. Samdy Mucky Material _S3. Mucky Pat/Peal S4- Sandy Gleycd Matrix S5. Sandy Redox e all eats, 9 = sandy sous, F = loaoy a clopy earl 56. Stripped Matrix Fl. Loamy Muc1V Material _ F2. Loamy Gleyed Matrix F3. Depicted Matrix _ F4. Dcpietcd.8aiew-Beak& Remarks: -- _ F6. Redox Dade Surface F7. Depicted Dark Surface F8- Redox Depnwicns SAMPLE POINT. S Weteme / upswe _�• MattUt Color _WA Mapped Soil Type: Mot"Col rs Mottleabtmdjeb Textine- _ tweet p��y,�� rie AI Ina carors of S01%ft S(Mkt*vut Region) USDA, Aftch ,998. (A. an eons, 9 -e°j' _ A2. H stic Epipedon _.A9,10.1-2tmModc sa eats. S6. Stripped Matrix P. e bang a 1"yn's°ne1 — A3. A lack Histic — SI. Sandy Mucky Material _ $3. Mucky Peat/Peat — — Fl - Lo" Mucky Material ` F5. Thick Dark Surface F6. Rcdox Dark Surface `A4. H"drogen Sulfide — A5. Sl'atificd Ia3tits_ S4. Sandy Olcyed Matrix — F2. Lnamv Gleyed Matrix — — F3. Depleted Matrix F7. Depleted Dark Surface Hydric Se. I? 35, Shy Redox F4. Depleted Below Dark Surface FR. Redox Depressions HYDROLOGY SAMPLE POINT- Wet side DN��......_. - _ UP side WA — inund itcd, Depth -_ Saturacd Soil, Depth Wats in borehole, Depth _ Water :VI te. Height �. — Drift 1 .in a Sedim,sn Deposits SAMPLE F4 IINT. Wetside Depth — Saturat 11 Sol,in. tit in. Wa[erin borehole, Depth in WNW Ilark,, Height M. DviH Li tea — Sedimei i Deposita — Oxidized Root Channels Water -Stained I.caves /Mapped Hydric Soil Depression FAC-Ncmral Test Topographic Position Other - Explain: UP side NA Oxid;xcd Root Channcis _/Water�Staindd Lgrves —L MaPP*d Hydric Soil, Dcpmgsion FAC -Neural Tat — Topographic Position — 01hm-Explain _ No ASSumdd -Explain: ifndetennined - Explain: _ Yrs �o — Assumed- Explain: — Undety incl - Explain: 26705 Wild Rose tane, Shormwd, Minnesota 55331, Phone: 952401-8757, Fitt: 952401-8798 6 09/29/2006 02:05 9524018798 KJOLHAUG PAGE 03/09 Samlple Point ID SAMP E POINT_ ,M.._r. VEGETATION SAMPLE FDINT. ^Yomp IYtic Vegetation Present? Wetla" Hydrology Present? Hydric !Mals Present? Is the a IV, a wetland? wt I LAND DETERMINATION UP aldp IIA No Does an Atypical Situation Exist yes No Does an Atypical Yes No Does an Atypical Situation Exist? `yeses / Yes No Remarks: G SAMPLE PIANT. Wae skip 1Ppldp EHh,:tjc V WA agetation Present? Yes 4ydmkrgY Present? Yea _�_N° Does an Atypical5itulton Exist?,Yes ils Present? No Does an Atypical Situston Exist?,Yes19 a v1%ff8 ? Yes No Does an Ayes tYPicai Situation Exist? `Yes `mm Wetland Edge TNO Remarks:MIA Page 2 KJOLIJAUG KJOLHAUG PAGE 04/09 EZ`T-vIRO NM:c.NZ'..A,I_ SERV�C$S COh.Ip,�r7y SAMPL E POINT -SOILS Wee side Upside _WA Mepl>sd Soil Tvoe: f�armi.� A 1. cGstosol w - • -� ...=•s:n 104M.(A=ah Solis,$.eandygelle,F=loaely&,wy y.., — A9,10. 1-2 cm Muck , — A2. I- istic Bpipedon _ A3. Black Hiatie _ g1, Sandy Mu hf Mucky Materiel — S6. Stopped Mahe — Fl. Loamy Mu Material PS. Thick Dark Surface A4.:iydtx+gen Sulfide S3. Mucky peat/peatyed -` S4. Sandy Glcyed Matrix — _T2. Loemy C:Iryed Matrix — F3. F6. Redox Dark Surface F7- Depicted Dark Surface L A5..'.tratified Layers S5. Sand Redo Y x � Depleted Matrix _ F8- Redox Depreasio� Hydric n117 �Undetennmed Raunarka: s F4, Depleted 13elow lYdc Surface SAMPLE F �OINT./ —�� _No Undetermined Remarka; – SAMPLE POINT- Wet Side WsUand Hydrujogg ,,Satlnr.led Soil, Depth — Oxidind Root Channels c M WA M9Ppc1dl Soll Tvoe: if lunar i3towl - --• --- ""•"•"�� "ao' lA=aa Salle S�sanay aolts,Fw aa:my i clayey%,it.) — A9,10.1.2 c l MuckS6. :otic ack 14"M -c SEPryedon — SI- SandyMucky Material nipped Matrix FI- Loamy Mue1y Mate iiil, `F5. Thick Dark Surface ,•drogen Sulfide LlWydric S3. Mu P cky eat/Pcat F2, loam GI ed Y cY Matrix Minx F6. Redox Dark Surface _—S4.SandyG atified Layers_ F3. Depleaed Matrix S5- Sandy Redox — FR. Red" D ;� ace1p? , F4- Depicted 13clow Dad: Strfax —No – �Undetennmed Raunarka: SAMPLE F �OINT./ HYDROLOGY We( aide Op a1ei _WA PHlrol H Arotogy Indidiltara lnund,dcq Dcprtb c ,,,,eery Hvdyeren - ndicatbra. 2 re in WsUand Hydrujogg ,,Satlnr.led Soil, Depth — Oxidind Root Channels c M IVa WaterStainod Leaves Water is borehole, Depth �. l Mapped Hydric Water ^ No Marl', Hcight Drift]. ince Soil, Depression is / FAC -Neutral Test Asstmwd - RVIain: Sedim -at Deposits — Topographic Position Dtaiaa�re Patterns - Other - Explain: — Undetrnnined -Explain: SAMPLE P[',INT- / Weetye Up oleo e —L lmmdalixL h– n milm Intllealore re :Wetland Hvdmin....7 _ Saturat"d Soil, Depth in. Oxidized Root Channels 2 Water is borehole, Depth m a Wahx-Stained Leaves — Yes _� in- No Water Dierks, Height le McPPcd 1{ydric Soil, Dcprecsion Drift Li . -,m in. — FAC -Neutral Tcd — A�used -Explain: Sedimer ; Deposits — Topographic Position oraina Pattaas — Olher. Fxplain Undetermined - Explain: 26105 Wild Rose Lane, Shorarvpad, Minnesrna 55331, Ph", 952401-8757, Fax: 9S2401-8798 09/29/2006 02:05 9524018798 KJOLHAUG Sample Point ID Z SAMPi .E POINT- / VEGETATION PAGE 05/09 SAMPLEi'OJNT. Wet two Hydro,drync Vegetation Pres Wetlai d Hydrology Presen» Hydric Soils Present? /s tho rrw a Wetland? Distan a from Wetland WETLAND DETERMINATION — Up mo WA No Does an Atypical Sih.iation Exist? Yes Yes Na Yes No Does an Atypical Skuation Exist?'Yes � Does an Atypical SAuation Exist? Yes Yes No Remarks: ft- KIA SAMPLE I�,OINT- wasame / ---L up.w. Hydro;: Lytic Vegetation Present? Wetlan—Yes d H r No ydroiogY Present? Yes — Hydric r—No Present? iYes No /s the urea a wetland? Yes Distarx�, from Wetland Edoe LL a LNo WA Does an Atypical Sibaation Exist? _yes Does an Atypical Situation Exist? _Yes Does an Atypical Situation Exist? _Yes Remarks: Page 2 09/29/2006 02:05 rat Proj 3c Invests Basin/, 9524018798 KJULHAUG PAGE 06/09 KJ OILEL4U0 ENVZRONIvi73N�Ai_ SERVLC1rS COMPS �7Y SAMPL I- POINT Alt. I'Gstosol A2. -%rlc Epipedon A3.: Ilack Histic _ A4.. fytlrogea Sulfide A5.:}atified Layers 17fric 3,511? ^Ye9 POINT - SOILS Wnsma upede �WA Mapped Soil —A9,10. 1-2 cm Muck SL Sandy Mucky Man,ial S3- Mucky Peat/Pear S4. Sandy Gleyed Matrix S5. Sandy Redox ,NO Undetermined Wet aide Up aide e an was, ^e a sandy 00111. F = w.lny a e*y sols) — S6- Strrpped Matrix — Fl. Loaaq Mucky Maloial F5. Thick Dark Staface F6. Redo, Dark Surfacc M. loamy Gleyed Matrix_ F7. Depleted Dark Surface F3. Depleted Matrix FS. Redox Depressions 1`4, Depleted Below Dant Surface — F3. Depkhd Matrix D'V _ S5. $urdy Rcdox WA MapptKI Solt Type: is[0.so1 mao. lwaaU solle,s essndy sells,F= twiny a tiny" sell) —A9,10. 1-2 tun Muck \ Matrix .sne Epipcdott laek A sdc 'S�pP� ` F5. Thick Dark Surface 31. Sandy M Mae 53. Mucky Peat/Pcat �� —FI. Muclq Mate al F6. Redox Dark Surface .dro9w Sulfide L4Vdric _ ^ S4. Sandy GI M ' F3' G�c etL'Natr r _ F7. Depleted Dark Surface atria �.-- 'atiEed i urs -fi' — F3. Depkhd Matrix D'V _ S5. $urdy Rcdox _ F8. Redox Deprcmipns il? _ F4. Dcpleled Below Duk Snr6ce`� ,Yes ,No Undetermined Remarks; HYDROLOGY SAMPLE IIOINT- yyUp aide ._GWA Pt1ma M�Idtol IadlCa�oys 3econdd drol Indicators Inuaimcd, �- • Wetland Hydrology? llepth SAhll:i[Ed $011, Depth —• in IA Oxidized ROOT Cbir,ricls �_ YCS Wa[Ci in bombolc, Depth WatcrStained in. LcaveS Wine Marks, Height ^` m. /F aPpc ]coral Test soil,ric Depm ion Assumed -Explain: Drift Lincs Scdin I,mt A eposits TOPOtuapldc Position Undetermined - Explain: DrAiniI Patterns Other - Faplain: SAMi31aQ_ D W �+ �j WetaWe up aide N/A PN;droto 1n — Llundwed, Depth Soo0atl:1 H FolO Indleators R - c Wetland H drblo 7 _ — Santry I ed SoiL Depth I Oxidized Rcpt Ch in. aur els Yes — Water'..a borehole, Depth in, Ala -Blamed Loaves No _ Water I,Tarks, Height _ --in. FA�fAa`�Neuhalnc Soil, Deprc=,, _ — Assumed - Explain: Drifts .ties — Sedirm at Dcp.,te — TO�gmphic Position O�T_Explain Undetermined -Explain: Dmina::cPaae...a — 26105 Wild Rose lane, Shorerapd, Minnex»y 55331, PU000: 9 57.-e0t-8757, ;Fax: 952401-8798 09/29/2006 02:05/ 952401,8/79/8 �/JJ// // KJOLHAUG Prolea: ite 6 4 MUOW /!/X C ,/ Vh VEGETATION � Weesran Up sift SAMPLE POINT- POINT - Sem Ple Point Vr S T T cr S T Irninartts (>20% 14-1 or PAGE 07/09 err vile l- Wet siteUp at" N/A HYdrop9ytio Vegetation Present? Wetlar>,;I HYdrologY Present? `Lyes No Does an Atypical SFttrifion Exist? _yes Hydric I I:Oils Present? _z_"NO Does an Atypical Situation Exist? _ Yes / yes Is the a rea a wedandT No Does an Atypical Situation Exist? _Yas Distana,� Trom Wetland Ede Yes No Remarks: ft• �N/A 37UVIP6".)INT- We` aide Up sine WA Hydrophmc vegeta r —�— _ WetlarM HydroK? Yes No Does an b9Y Present? Atypical Situation Exist? _Yes Hydric S.lils Present? No Does an Atypical Situation Exist? _yes Is rhe er rte a Yes Does an wetland? �,� Atypical Skuaton Exist? _yes Dlstance From Wetland and Edge No Remarks; R. M/A Page 2 09/29/2006 02:05 9524018798 KJOLHAUG PAGE 08/05 lab KJO-IL-.1 lt1UG ENVIRONME'.N"T'AL SEtZV[CF_S COMPANY • (�4 (n.�4.pvi' 1f1�'/[JV /�LGX L11PU4 Date: 6 Investil; ator(s):-- BasiN/-.rea ID: Sample Pt. ID: _ _ A-2- SOILS -z SOILS SAMPL!: POINT- -� We old. - Ue slde / Ws Mn�ra RMI n..,e• YY/� MMHxCotftColors D 5 MottleabUMdJcoMegSt 'r c Telfture�Strbcaue-2fc. Water -Stained Leaves Wat.a in borehole, Teed, _ in. _— --Mapped Hydric Soil, Depression Marks, height in. Heid Iry Acators, of Hydric Says (Midwest Region) USDA, March 1998. (A = all sous, s - SWAY 20112, F = Iaallly a clayey sais) Al. Aiistosol —A2, 1310ok Epipedon A9,10.1-2 out Muck � Sl. Sandy Mucky Material S6_ Stripped Matrix - F5. Thick Dario Surface -A3- 131aek Fustic — S3. Mucky Peat/Pcel „Fl. ' F2. Loam Mucky Material ` Y eyed Matrix F6. Redox Dark Surface Depleted Dark Surface A4. I{ Y Sulfide ` S4. Sandy Gleyed Matrix —F7, — F3. Depicted Matrix P8. Rcdex Depressions — A5. 'itr[tiGed Layers _ S5. Sandy Redox _ K Depleted Below Dark Surface Suicide HYdric;'oilT _Xes No `Undetermined Relisarits: p r�lr�). a/ A5.:Iratificd layers --�-. . rvm I - wet side Up Side WA Me De Matrix Calor Mottle Colors ppel Soil Type, Mottle ablMJco;Gmt Texltrte Sfxuettlrt etc. _ San Iced Soil, Depth in. Water -Stained Leaves Wat.a in borehole, Teed, _ in. _— --Mapped Hydric Soil, Depression Marks, height in. FAC.Neutral Test rif �- Drif Lincs , Topomphic Position Field Inrlicator9 of Hydric So'Is (Midareat Reglon�t($DA, MdMh 1998. (A -all sWIN, rl •. sandy clayey solk)—Al.I liatosol A9, I0. 1-2 cmMuck: S6. Stri Matrix— DDM Undetermined - Explain: A2.1 iisdc Epipcdon — S 1. Smtty Muclry MaterialA3. Dark Surfnxeek =Dep�q ]!.I llitaic — S3. Mucky Peat/peat — �; !gamy Mucky Ma6ctial Matrix — Dark Surface—A4.1'!ydrogen Suicide S4, Sandy Gleyed Matrix — ed F3. Depicted M —ed Dark Surface— A5.:Iratificd layers S5. Sandy Redox _ _ Depres9van$— —Yes —No Undetermined P4. Depleted BlowHydNcSinil9 Remarks;. HYDROLOGY SAMPLE r-,o1NT- wet alde UP side WA Into ;wted. Depth in. Oxidized Rork Channels _ San Iced Soil, Depth in. Water -Stained Leaves Wat.a in borehole, Teed, _ in. _— --Mapped Hydric Soil, Depression Marks, height in. FAC.Neutral Test rif �- Drif Lincs , Topomphic Position Seth incest Dryosits ` Other - Explain; 'DINT- wet sloeUp 201. _WA � 0 0 Assumed - Explain: Undetermined - Explain: Inwn Iatod, -- _. •.••• n,Vnawrs [ ' r I.VVCU&nd HM►oi2gyl — Satw�ded Soil, Depth Oxidized Root Cbanncls Yes _ Wait borehole, Dopth in Water -Stained Leaves No Water Marr, Height is — Ma c -Hydri Soil, Dcpmsmon PAC-Neui3 Asswned- Explain: Dliit:..inca —_ Sedirn:ent Deposits < — ToPog'aphie Position �` Undetermined - Explain: D rainn e Psttems Other - Explain �- 26105 Wild Roac l.,, w. $hotnw90d, Mintlecnnr `\`\\ 55331, Penne: 952.4)1-8757, Paz: 952-401-8798 09/29/2006 02:05 9524018798 KJDLHAUG Sample PoInt ID SAMPI. E POINT- � wm sae VEGETATION ra, . UP etds � WA m PAGE 09/09 a s No V S T Yes No Yes No V S T N/A H 'il S T H V S T + y H V S T H V S T H VS T H V S T Remarks; H S T SANIPLE� POINT- % 17tnntnants (p20% Cover) FAC or Weller 9 wm� UP say WA \. . Slrrdhfm %, cover MYl 14 V S T H V S T H V S T H V S T ERemards H V S T V S T H V` T x v S .'T~-- ..... H V S T s• H V S T % DoncI pants (>Zu% Cover) FAC or Yftftt WETLAND DETERMINATION SAMPLE rpINT-we:aa Up "d' �wA 'rYflc Vegetation Present? Yes :I H drol ogy Present?Yes / No Does an qY typipl Situ+ltion Exist? Yeg (' ✓ Moils Present? EWe No _,i Does an Atypical Situittion 6dst7 ,rea a wetland? Yes YeS No _Yes Does an Atypical Sitirtrtion Exist? /Yes n 9-/ {�� No Remark, - NIA W" 11d, rlYoroPl flit Vegetation Fret Wetland Hydrology Present? Hydric 3;oils Pr L ent? 'S the a'" a Weiland? DIS-. from Wetland Edge Wetland C Overall Do Ve etafion Remarks: -= es No Yes ---------No Yes No Yes No ft. N/A WA Does cation Exist? _Yes -=:;=I Situation Exist? _Yes LSitua_lion Exist?—Yes Remarks; Page 2 uJOLHAUT u�TT _�� _ IKG ENVIRONMENTAL SERVICES COMPANY 100%jr PmaaidingSound, Boland, Compahenda Natural Rwur Solution Memorandum Date: October 3, 2006 To: Lori Haak, City of Chanhassen Jill Sinclair, City of Chanhassen cc: Bruno Silikowski, Mutual Investments LLC Bob Payette, Sathre-Bergquuist From: Melissa Barrett, Kjolhaug Environmental Services Company Re: Bluff Creek Overly Boundary and Incidental Wetland Determination — Audubon Motor Plex Site, Chanhassen This memo provides technical information to define the primary and secondary boundaries of the Bluff Creek Overlay District on the Audubon Motor Plex site in Chanhassen. The overlay ordinance states that technical information including but not limited to topography, flora and fauna, and soils shall be provided to determine the boundary. This information is provided in the wetland delineation report. This memo considers existing conditions on the site in relationship to boundary definitions and goals to determine the primary and secondary zone lines. Primary Corridor According to the Bluff Creek Watershed Natural Resources Management Plan (Page 41), the Primary Corridor is a zone where undisturbed conditions are desired, and where development would directly impact morphological and biological characteristics of Bluff Creek. Morphological and biological characteristics are related to stream stability and included factors that affect flow regime, sediment input and transport, and non -point source pollution. Because Bluff Creek is bordered on the east by a large wetland complex, runoff from upland areas of the site does not significantly impact the flow regime of Bluff Creek. Due to the broad and flat nature of the wetland, sediment carried by runoff and localized erosion falls out of transport when it reaches the wetland boundary. Because current land use is fallow hayfield and meadow, non -point source pollution is not a factor for this site. Post -development non -point source pollution would also not likely be a factor for this site due to curb and gutter, stormwater treatment, and the buffering effect of the large wetland complex. 26105 Wild Rose Lane, Shorewood, Minnesota 55331, Phone: 952-401-8757, Fax: 952-401-8798 Because the large wetland complex controls morphological and biological characteristics of Bluff Creek, we believe that the wetland boundary should be the primary zone boundary for this site. Primary Corridor Manaeement Options As stated in the natural resources management plan, management practices in this area should focus on the preservation and enhancement of natural conditions. Existing conditions within the suggested primary zone are illustrated below. The main wetland basin is a Type 2/3/4 (PEMF/C/Ad) complex dominated by cattail and reed canary grass. It appears to have been partially restored through ditch removal/filling, and the open water basin along the north border may have been excavated (within wetland). Historical aerial photograph review showed that the wetland had extensive ditching and was used for hay production until the 1980's. This is likely why the wetland on the site is not shown on the NWI-map. Although the wetland has now been partially restored, a ditch runs along the entire east/southeast side of the wetland. Currently, the southwest portion of the wetland appears to be partially drained as evidenced by a mix of invasive wetland vegetation (reed canary grass) and weedy upland species (thistles, dandelion). A review of FSA aerial photographs with Greg Graczyk (Carver SWCD) showed that an extension of wetland off of the east border of the main wetland basin was created after grading activities in 1989. This area was originally graded as a cul-de-sac. Grading activities also cut off the natural course of a swale (east gully). This swale/gully has since changed its course and now outlets to the cul-de-sac. Wetland located above the main wetland basin boundary is L,}y is L_6Lk therefore incidental and does not fall under WCA jurisdiction. and only LGU ta^ mikot 4I-qsdtk-^;gth44. Another eroding gully extends off of the incidental wetland area (west gully). This gully was also once a swale, although not wetland. This gully appears to have a constant source of water; possibly some type of discharge from the industrial developmental the south. The rate of discharge has likely increased in the recent past, otherwise the gully would be larger and deeper. In the past these gullies were swales located on moderately to steeply sloping topography. FSA review of these areas showed that the farmer did not have to avoid these areas due to wetness (i.e. he was able to farm them). Because no wetland signatures were observed in these areas, we believe that they were not wetland in the past and are therefore considered incidental wetland today. Potential management options related to primary corridor goals include hydrologic restoration of partially drained wetland in the southwest portion of the site, and repair of actively eroding gullies while maintaining drainage through the site. Also, depending on the type of water flowing from gullies (treated vs. un -treated), improvement of the water quality flowing to the main wetland basin from these gullies could be explored. Secondary Corridor According to the Bluff Creek Watershed Natural Resources Management Plan (Page 44), the Secondary Corridor identifies a management zone where development directly affects the stream's upland ecosystem. Management practices in this area should focus on enhancement of upland vegetation, reducing peak flows, and maintaining the low flow channel elevation during 2 -year storm events. Again, because Bluff Creek is bordered on the east by a large wetland complex, runoff from upland portions of the site does not significantly impact peak flow rates within Bluff Creek, and would not significantly impact the Bluff Creek low flow channel elevation (no increase). The only exception to this would be in the southwest portion of the site where wetland bordering the creek narrows. Here, upland is relatively close to the creek (compared to the rest of the site). Because this knob of upland is near the creek and has wetland to the east of it, it should appropriately be included within the primary zone overlay. Because the large wetland complex again is the main control for Bluff Creek, the stream itself essentially does not have an upland ecosystem that directly affects stream flow characteristics, except in the southwest comer of the site; therefore, we believe that the wetland boundary should also be the secondary zone boundary. However, the definition of the boundary implies some upland area contained within this zone, therefore a typical setback distance from the primary zone would likely define the secondary corridor for this site. Secondary Corridor Manaeement Options The natural resources management plan states that natural resource improvements and preservation are desired in the secondary corridor. Although we recommend that the primary and secondary zone lines be equal, resource improvements upland of the wetland boundary would be possible within the City's wetland buffer limits. Upland vegetation preservation for this site is only recommended where upland bordering wetland is dominated by trees and/or shrubs. The remainder of the site (except the southwest comer) is a mix of hayfield and meadow species of moderate quality at best. Some areas near the wetland boundary are not vegetated. Wetland buffer on the site could be planted with native upland vegetation and possibly clustered tree plantings. Primary and secondary corridor boundaries defined in this report are represented by a break in topography, vegetation, and soils that correspond to the definition and goals of the Bluff Creek Overlay District. L+ REVISIONS r •.waw .ii i y f 2 s -/ 41rn �•l1��� �n f CS �In ! OQ G 11 f 1: I I i M ' J REVISIONS r pyx if U4 m y f 2 s 9:43 Ku T u�TT JOLHAUG ENVIRONMENTAL SERVICES COMPANY Providing Sound. Balanced, Comprehensive Natural Resource SoluWns Letter of Transmittal TO: NAME COMPANY Project Description Lori Haak City of Chanhassen Audubon Motor Plex 1 each Greg Graczyk Carver SWCD CC: Bruno Silikowski Mutual Investments Bob Payette Sathre-Bergquist FROM: NAME DATE Copies Description Melissa Barrett 10/23/06 1 each Wetland Delineation Report ❑ FYI ❑ For Your Review ❑ Please Reply ❑ As We Discussed • Comments: Lod - Enclosed is the wetland delineation report for the Audubon Motor Plex site in Chanhassen. During aerial photo review with Greg Graczyk it was felt that although a Swale could be seen within Wetland Areas A and an old swale was present within a portion of Wetland Area B, what was seen did not represent wetland signatures. Greg was contacted again to review the slides on his own to make a more formal determination on this issue. If he again believes that these areas did not display wetland signatures, we will likely submit an incidental wetland exemption request for these areas. We also understand that although the areas may be incidental, they still would require replacement per Corps guidelines. Please call me with questions at (952) 401-8757 extensionl4. Thank you. 26105 Wild Rose Lane, Shorewood, Minnesota 55331, Phone. 952401-8757, Fax: 952401-8798 _u— 1 joLi A G ENVIRONMENTAL SERVICES COMPANY Prooidiq&un4 Ralanee4 Campreheaslue Natural Rewv"Mutionr Memorandum Date: October 5, 2006 To: Lori Haak, City of Chanhassen Jill Sinclair, City of Chanhassen cc: Bruno Silikowski, Mutual Investments LLC Bob Payette, Sathre-Bergquuist From: Melissa Barrett, Kjolhaug Environmental Services Company Re: Bluff Creek Overly Boundary and Incidental Wetland Determination – Audubon Motor Plex Site, Chanhassen This first part of this memo provides technical information to define the primary and secondary boundaries of the Bluff Creek Overlay District on the Audubon Motor Plex site in Chanhassen. The last part of the memo describes the incidental wetland determination. The overlay ordinance states that technical information including but not limited to topography, flora and fauna, and soils shall be provided by the applicant to determine the boundary. This information is provided in the wetland delineation report. This memo considers existing conditions on the site in relationship to boundary definitions and goals to determine the primary and secondary zone lines. Primary Corridor According to the Bluff Creek Watershed Natural Resources Management Plan (Page 41), the Primary Corridor is a zone where undisturbed conditions are desired, and where development would directly impact morphological and biological characteristics of Bluff Creek. Morphological and biological characteristics are related to stream stability and included factors that affect flow regime, sediment input and transport, and non -point source pollution. Because Bluff Creek is bordered on the east by a large wetland complex, runoff from upland areas of the site does not significantly impact the flow regime of Bluff Creek. Due to the broad and flat nature of the wetland, sediment carried by runoff and localized erosion falls out of transport when it reaches the wetland boundary. Because current land use is fallow hayfield and meadow, non -point source pollution is not a factor for this site. Post -development non -point 26105 Wild Rose Lane, Shorewood, Minnesota 55331, Phone: 952-401-8757, Fax: 952-401-8798 source pollution would also not likely be a factor for this site due to curb and gutter, stormwater treatment, and the buffering effect of the large wetland complex. Because the large wetland complex controls morphological and biological characteristics of Bluff Creek, we believe that the wetland boundary should be the primary zone boundary for this site. Primary Corridor Manaeement Options As stated in the natural resources management plan, management practices in this area should focus on the preservation and enhancement of natural conditions. Existing conditions within the suggested primary zone are illustrated below. The main wetland basin is a Type 2/3/4 (PEMF/C/Ad) complex dominated by cattail and reed canary grass. It appears to have been partially restored through ditch removal/filling, and the open water basin along the north border may have been excavated (within wetland). Historical aerial photograph review showed that the wetland had extensive ditching and was used for hay production until the 1980's. This is likely why the wetland on the site is not shown on the NWI-map. Although the wetland has now been partially restored, a ditch runs along the entire east/southeast side of the wetland. Currently, the southwest portion of the wetland appears to be partially drained as evidenced by a mix of invasive wetland vegetation (reed canary grass) and weedy upland species (thistles, dandelion). Potential management options related to primary corridor goals include hydrologic restoration of partially drained wetland in the southwest portion of the site, and repair of actively eroding gullies while maintaining drainage through the site. Also, depending on the type of water flowing from gullies (treated vs. un -treated), improvement of the water quality flowing to the main wetland basin from these gullies could be explored. Secondary Corridor According to the Bluff Creek Watershed Natural Resources Management Plan (Page 44), the Secondary Corridor identifies a management zone where development directly affects the stream's upland ecosystem. Management practices in this area should focus on enhancement of upland vegetation, reducing peak flows, and maintaining the low flow channel elevation during 2 -year storm events. Again, because Bluff Creek is bordered on the east by a large wetland complex, runoff from upland portions of the site does not significantly impact peak flow rates within Bluff Creek, and would not significantly impact the Bluff Creek low flow channel elevation (no increase). The only exception to this would be in the southwest portion of the site where wetland bordering the creek narrows. Here, upland is relatively close to the creek (compared to the rest of the site). Because this knob of upland is near the creek and has wetland to the east of it, it should appropriately be included within the primary zone overlay. Because the large wetland complex again is the main control for Bluff Creek, the stream itself essentially does not have an upland ecosystem that directly affects stream flow characteristics, except in the southwest comer of the site; therefore, we believe that the wetland boundary should also be the secondary zone boundary. However, the definition of the boundary implies some upland area contained within this zone. No logical break in topography or vegetation along upland areas of the site was evident. The steepest slopes on the site were a result of prior grading activities and need to be stabilized. Because slopes on the site doe not represent natural or desired conditions, a typical setback distance from the primary zone should define the secondary corridor for this site. Secondary Corridor Manasement Options The natural resources management plan states that natural resource improvements and preservation are desired in the secondary corridor. Although we recommend that the primary and secondary zone lines be equal, resource improvements upland of the wetland boundary would be possible within the City's wetland buffer limits. Upland vegetation preservation for this site is only recommended where upland bordering wetland is dominated by trees and/or shrubs. The remainder of the site (except the southwest corner) is a mix of hayfield and meadow species of moderate quality at best. Some areas near the wetland boundary are not vegetated. Wetland buffer on the site could be planted with native upland vegetation and possibly clustered tree plantings. Primary and secondary corridor boundaries defined in this report are represented by a logical break in topography, vegetation, and soils that correspond to the definition and goals of the Bluff Creek Overlay District. The placement of the boundary meets management plan goals and also preserves a large portion of the site as habitat and open space area that maintains a greenway/environmental corridor. Incidental Wetland Determination A review of FSA aerial photographs with Greg Graczyk (Carver SWCD) showed that an extension of wetland off of the east border of the main wetland basin was created after grading activities in 1989. This area was originally graded as a cul-de-sac. Because the same grading activities also cut off the natural course of a swale (east gully — Figure 1) and diverted flow to this area, the cul-de-sac has become wetland. A soil sample taken in this area (sample point A-2 of the wetland delineation report) showed medium sand and gravel to a depth of 30 inches, which would be consistent with road base material. Based on these observations, wetland located above the main wetland basin boundary within this area (Incidental Wetland - Figure 1) is therefore incidental and does not fall under WCA jurisdiction. Another eroding gully extends off of the incidental wetland area (west gully - Figure I). This gully was also once a swale, although not wetland. This gully appears to have a constant source of water; possibly some type of discharge from the industrial developmental the south. The rate of discharge has likely increased in the recent past, otherwise the gully would be larger and deeper. In the past these gullies were swales located on moderately to steeply sloping topography. FSA review of these areas showed that the fanner did not have to avoid these areas due to wetness (i.e. he was able to farm them). Because no wetland signatures were observed in these areas, we believe that they were not wetland in the past and are therefore considered incidental wetland today. .1 . O'eeeolt 1 g W - � �('joLT u �HA G T Thr 1 ENVIRONMENTAL SERVICES COMPANY providing Sound Bahmeed Comprehemim Natural Resource Solutiom Audubon Motor Plex Chanhassen, Minnesota Wetland. Delineation Report Preparedfor Mutual Investments LLC by Kjolhaug Environmental Services Company, Inc. (KES Project No. 2006-189) October 6, 2006 Audubon Motor Plex ' Chanhassen, Minnesota Wetland Delineation Report ' I. INTRODUCTION The Audubon Motor Plex site was examined on September 14, 2006 for the presence and extent ' of wetland. The site was located in the E'h of Section 15, Township 116 North, Range 23 West, City of Chanhassen, Carver County, Minnesota- 'Me innesota The 30.8 -acre site was located less than one-half mile southwest of the intersection of Highway 5 and Audubon Road (Figure 1). The site was bordered by General Mills to the north, railroad tracks to the south, and Bluff Creek to the west. At the time of the delineation, the site consisted ' of open meadow and fallow hayfield dominated by Canada goldenrod, smooth brome, and Kentucky bluegrass with lesser amounts of sweet clover, alfalfa, Canada thistle, and Aster spp. Sumac dominated a steeply sloping hill along the northeast site border, and boxelder was found scattered throughout the northeast portion of the site. The west and northwest portion of the site consisted of wetland. Cottonwood and willow shrubs and trees were found along portions of the wetland edge. ' Portions of the site appeared to have been graded and/or excavated in the past as evidenced by bare areas lacking topsoil. A number of actively eroding gullies were also observed throughout ' the site and are likely a result of failed erosion control during past grading activities. II. METHODS Wetlands were identified using Routine Determination methodology described in the Corps of ' Engineers Wetlands Delineation Manual (Waterways Experiment Station, 1987) as required by Section 404 of the Clean Water Act and the Minnesota Wetland Conservation Act. Atypical situations methodology was applied to cropped and ditched areas of the site. ' Wetland boundaries were identified as the upper -most extent of wetlands, which met criteria for hydric soils, hydrophytic vegetation, and wetland hydrology. Wetland -upland boundaries were ' marked with pin flags and subsequently located by Sathre-Bergquist using standard land survey methods. Kjolhaug Environmental Services Company reviewed surveyed wetland boundaries ' for accuracy. Soils, vegetation, and hydrology were documented at representative locations along the wetland - upland boundary. Plant species dominance was estimated based on the percent aerial or basal coverage visually estimated within a 30 -foot radius for the tree and shrub layers and a 5 -foot radius for the herbaceous layer within the community type being sampled. Soils were characterized to a minimum depth of 18-20 inches utilizing Munsell Soil Color Charts and standard soil texturing methodology. Plants were identified using standard regional plant keys. Taxonomy was based on the Manual of Vascular Plants of Northeastern United States and Adjacent Canada, Ed. 2 (New York Botanical Garden, 1991). Indicator status of plant species was taken from the National List of Plant Species That Occur in Wetlands: 1988 Minnesota (U.S. Fish & Wildlife Service, 1988). III. RESULTS _Review of Soils. NWI, and DNR Information The National Wetland Inventory Map (NVr7) (Shakopee Quadrangle, U.S. Fish & Wildlife Service, 1989) did not show any wetlands within site boundaries (Figure 3). The Soil Survey of Carver County, Minnesota (www.websoilsurvey.nres.usda.gov) showed the following soil types on the site: Glencoe clay loam (GL), Hamel loam (HM), Kilkenny -Lester loams (KB), Lester -Kilkenny loams (KC2), Lester -Kilkenny clay loams (ND3), and Klossner muck (PM) (Figure 4). Glencoe, Hamel, and Klossner muck are hydric soils frequently associated with wetland conditions when undrained. The DNR Protected Waters Map, Carver County (Sheet 2 of 2, Minnesota DNR, revised 1996) Showed a DNR Protected Waterway (Bluff Creek) along the western site border (Figure 5). Wetland Determinations and Delineations Potential wetlands were evaluated in greater detail during field observations on September 14, 2006. One (1) wetland was identified and delineated on the subject site (Appendix A). Corresponding data forms are included in Appendix B. The following description of the wetland and surrounding upland reflects field conditions observed at the time of the delineation. At that time, vegetation was actively growing and temperatures were in the 80's. Hydrology was assumed to be typical of early fall. Wetland 1 was a Type 4 (PEMF/C/Ad/PSS 1 Ad) wetland located in the northwest portion of the site. Dominant vegetation at the sample location consisted of reed canary grass and giant goldenrod with lesser amounts dandelion. Where gullies drained into the main wetland vegetation consisted of willow shrubs, cattail, and reed canary grass. The interior of the wetland was dominated by cattail. A ditch drained the southern portion of the wetland to Bluff Creek. This partially drained area was dominated by reed canary grass with lesser amounts of stinging nettle, common milkweed, dandelion, Aster sp., and Canada thistle. Soils observed below the wetland boundary at the sample location (Data Form 1-1) were mapped as Hamel by the soil survey and were black silty clay loam to 27 inches, underlain by distinctly mottled, depleted fine sandy clay loam to 36 inches. No free water was observed within 36 winches of the soil surface in the sample borehole. Secondary indicators of hydrology included ' mapped hydric soil, and the FAC -Neutral Test. Adjacent upland at the sample location was dominated by Canada goldenrod, giant goldenrod, and Kentucky bluegrass with lesser amounts of Aster spp. Upland soils were mapped as Hamel and were black silty clay loam to 12 inches, underlain by distinctly mottled, black and very dark gray silty clay loam to 18 inches. Other than mapped hydric soil, no primary or secondary ' indicators of hydrology were observed. The delineated boundary followed a change in plant communities and topography. Wetland 1 corresponded to areas of mapped hydric soil by the soil survey (Klossner muck, Glencoe, and Hamel), but did not correspond to any NWI-mapped wetlands. ' Wetland Area A (Figure 2) consisted of a narrow, actively downcutting gully that drained to the north to the main basin of Wetland 1. Running water was heard and seen the day of the delineation. Because the channel is small, straight, and activciy eiuding, and because it is ' located within an area mapped as non -hydric by the soil survey (Lester -Kilkenny), Area A may be incidental. ' Wettand Area B consisted of a large eroded gully largely devoid of vegetation except in the very bottom of the vertically sloped channel. Numerous smaller gullies not delineated as wetland due to a lack of a dominant hydrophytic community drained into Area B from the east. The southernmost (most elevated) portion of Area B consisted of a vegetated (cattail and reed canary grass), wet swale (Data Form 1-2). Where the swale appeared to meet formerly graded/disturbed area, severe downcutting and erosion began. Reveiw of historical aerial photographs (1937, ' 1940, 1951, 1957, 1963, 1969, 1979, 1984, 1991, 1997, 2000, and 2003) for this area displayed wetland signatures in some years. However, the pattern of the signature drastically changed course and narrowed in the 1992 photograph. It possible that the change in course of this area ' (possibly excavation, and fill/grading), combined with drainage from Area A have increased the historic wetland boundary located to the north of these two areas. Further investigation is needed to confirm if wetland to north of Areas A and B is incidental. Other Areas Sample Point A-1 (Figure 2) was taken on an upland slope to the south of the delineated wetland boundary in the southwest portion of the site. Dominant vegetation at the sample location consisted of reed canary grass with lesser amounts of Aster sp. and raspberry. Soils were mapped as Lester -Kilkenny by the soil survey and were very dark brown silty clay loam to 28 inches, underlain by very dark brown and very dark gray silty clay loam to 40 inches. Very few (Q%) distinct mottles were observed below 28 inches. No free water was observed within 40 inches of the soil surface in the sample borehole. Based on a lack of hydric soils and wetland hydrology, this area was not delineated as part of Wetland 1. Sample Point A-2 was taken along the northeast border of Wetland 1. Dominant vegetation consisted of a canopy of willow shrubs and an understory of Kentucky bluegrass with lesser amounts of Canada goldenrod. Soils were mapped as Hamel by the soil survey and were yellowish brown medium sand and gravel to 30 inches. No free water was observed within 30 inches of the soil surface in the sample borehole. Based on a lack of a dominant hydrophytic ' plant community, wetland hydrology, or hydric soil, this area was not delineated as part of Wetland 1. Steeply sloping topography to the south and a lack of topsoil indicates that this area may have been stripped/graded in the past. Willow vegetation observed in this area is likely a result of that disturbance. 1 IV. SUMMARY 1 • The Audubon Motor Plex site was inspected on September 14, 2006 for the presence and extent of wetland. 1 • The NWI-map did not show any wetlands within site boundaries. • Glencoe, Hamel, and Klossner muck were the hydric soils indicated on ti.A% cite. • A DNR Protected Waterway (Bluff Creek) was shown along the western site border. • One (1) Type 4 wetland was delineated on the subject property. V. CERTIFICATION OF DELINEATION The procedures utilized in the described delineation are based on the COE 1987 Wetland Delineation Manual as required by Section 404 of the Clean Water Act and the Minnesota Wetland Conservation Act. Both the delineation and report were conducted in compliance with regulatory standards in place at the time the work was completed. All site boundaries indicated on figures within this report are approximate and do not constitute an official survey product. Delineation Completed by: Melissa Barrett, Certified Wetland Delineator # 1085 & Professional Soil Scientist # 45067 1 Report Completed by: Reviewed bl(/I 1 Mark k i 1 1 1 I 1 1 1 1 1 Date: Wetland Scientist No. 0000845 E Audubon Motor Plex Wetland Delineation Report Figures: 1 • Figure 1 — Site Location Map • Figure 2 — Aerial Photograph • Figure 3 —NWI Map • Figure 4 — Soil Survey Map • Figure 5 — DNR Protected Waters Map Note: Site boundaries on this figure are approximate and do not constitute an official survey product. Site Location m M U 82nd St E m � m ,. Ow"M Lyman 20 n 0 c 6, Sugar Bush Park e'� ker Lake Ann Park t 117 W A*Araorfum SV4 5 Arboretum gam{ COuW 8bm Figure 1— Site Location Map W 78th rj 0 a V, eO 9 4 17 vop 01-S Sunset Ridge Park Heron O" Power Hie Park Audubon Motor Plex (KES No. 2006-189) Chanhassen, Minnesota i �N NO Scale KjoLHAUG ENVIRONMENTAL SERVICES COMPANY Chanhassen Is Stone reek 0 Perk a 0 Q Creek 03 Oe a is too Figure 1— Site Location Map W 78th rj 0 a V, eO 9 4 17 vop 01-S Sunset Ridge Park Heron O" Power Hie Park Audubon Motor Plex (KES No. 2006-189) Chanhassen, Minnesota i �N NO Scale KjoLHAUG ENVIRONMENTAL SERVICES COMPANY Upland not delineated Wetland Boundary Transect Location Sample Location 'i�,. tet'• .- Vii.. - — :/ Figure 2 — 2003 Aerial Photograph Audubon Motor Plex (KES No. 2006-189) Chanhassen, Minnesota KJOLHAUG ENVIRot1MENTAL SERVICES COMPANY TN 1 inch 514 feet ' Note: Site boundaries on this figure are approximate and do not constitute an ' official survey product. '4 Site Location t 4.00 � { ,i - {, ,140 Figure 3 — NWI Map (USGS Shakopee Quadrangle) Audubon Motor Plex (KES No. 2006-189) Chanhassen, Minnesota i KJOL.i AuG ENVIRONMENTAL SERVICES COMPANY +N 1 inch - 614 feet �w �.ry Note: Site boundaries on this figure are approximate and do not constitute an official survey product. Site Location 1 .3 ( GL—Glencoe clay loam ( HM — Hamel loam 4-- KB — Kilkenny -Lester loams, 2-6% slopes _ KC2 — Lester -Kilkenny loams, 6-12% slopes, eroded ND3 — Lester -Kilkenny clay loams, 12-18% slopes, severely eroded M • c PM — Klossner muck Figure 4 — Soil Survey Map r Audubon Motor Plex (YES No. 2006-189) Chanhassen, Minnesota t KJOLHAUG ENVIRONMENTAL SERVICES COMPANY +N 1 inch 437 feet ►w �+v Note: Site boundaries on this figure are approximate and do not constitute an r official survey product. I CNANHAN rz FNM CO Not If -' S t Moi Site Location f - 23 • 4 Figure 5 — DNR Protected Waters Map II Audubon Motor Plex (KES No. 2006-189) Chanhassen, Minnesota _u� KjoLHAuGENVIRONMENTAL SERVICES COMPANY TN 1 inch --1956 feet Audubon Motor Plez Wetland Delineation Report Appendix A: Survey Drawing /N Sz x010 I.) Trm..tgar9.9mb.r.a mmW®sr':b. Thc4q m,tlu bmrebm:m ef•mswmy. nemNmlwarvbmbmaairamis.s iglius °j 16�W5 ah rxt®rlf.s.ati Jro®rrm:fmr•smaebmrraam�r.�sr.r I I Sigo�;W'rN�/ Sqi .E r � b mmr :m. r Holm a b>a mor ebmn S2J°p 15.14 it Cxm°Ovw]lSSAtEQBGUl r6JIJ%1VO6pazmm 6aml lm psv 1 �4 J7.54 Sib 5 21 n I 511 dJ];>tvlW g0.11 z) rmr Nm re, uc r®'mr. b ral Im.®ir f a xnN, �.. r Nw J I. 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LLC. C®ul Puvm Tbk. LLC r ihn Auu®TWe hmmee 11Y: b m Wj bt b i u pa r 0e vrey m wlkla Y 4uM .ev myr : muJmm ulib9fxlu�LmbgOr Ppo®bN.TNNSf la1 Tilkyuwy5°poli miY�C r tlplC ly KtA r 115!5 u Aw. Nr n!e Ammi gumM u .mieiHAlrArxvsr:abmbglbefl:maium W:ila bbr ml"b Y: q p9fex 9fam, u x Ir m'pu ^Pmm o 0e 8m R NmR dv M10c Poimi Ameq i YI.nO wr Y u®1 bl vhid i T W Ba IYu® pmlbw4gq�8pmlx, ]0w 4M & f 1.1em a.m lax nu imw ty pmofb9bbxuQmmafbxuBu.RrmefYatim If.Tw.iii 11611u14 Pmrn MdaLb fd Nqa Wilm ImYN c x....... b.9� mm NrSemsaOmmibl66�.Oerv. by mm.®a em®lras w am.s wmr. zf mme. wm ay bwr `e Rr T—ragtime W Nwf sgmn® Z a U� j �U Jw w JH3U LLIZy F- ~ t L F � wco �w �ZZ LLJ g Z d d J q( m U U a FCU 'wW 2 w UQ Q U � K LL Audubon Motor Plex Wetland Delineation Report Appendix B: Data Forms KJOLHAUG EIVVIRONMENTAI_ SERVICES COMPANY Project/Site: namn Date: Investigator(s): 160 Basin/Area ID: /A%( 55U Sample Pt. ID: SOILS //// SAMPLE POINT- We side Up side N/A Mapped Soil Type: #-'1M P tl (in-.) I Matiix);olor 11041 dRilors I Mottle abun0contypst Texture[ Strupture, etc. ` d Z - Z i IJ Field Indicators of Hydric Soils (Midwest Region) USDA, March 1998. (A = all soils, S = sandy sol18, F = loamy a CUM soils) -Al. FEstosol -A9,10.1-2 cm Muck _ S6. Stripped Matrix _ F5. Thick Dark Surfaoe _ A2. Histic Epipedon _ SL Sandy Mucky Material _ FL Loamy Mucky Material _ F6. Redox Dark Surface _ A3. Black Histic _ S3. Mucky Peat/Peat _ F2. Loamy Gleyed Matrix _ F7. Depleted Dark Surface _ A4. Hydrogen Sulfide _ S4. Sandy Gleyed Matrix _ F3. Depleted Matrix _ F8. Redox Depressions _ A5. Stratified Layers S5. Sandy Redox _ F4. Depleted Below Dark Surface Hydric Soil? Yes No Undetermined Remarks: Field Indicators of Hydric Soils (Midwest Region) USDA, March 1998. (A all nous, S = sandy 80418. F = loamy a clayey soils) _ Al. Histosol _ A2. Histic Epipedon _ A3. Black Histic _ A9,10.1-2 ® Muck _ SI. Sandy Mucky Material S3. Mucky Peat/Peat _ S6. Stripped Matrix _ Fl. Loamy Mucky Material F2. Loamy Gleyed Matrix _ F5.4W-kc u _ F6. Redox Dark Surface _ F7. Depleted Dark Surface _ A4. Hydrogen Sulfide _ _ SC Sandy Gleyed Matrix _ _ F3. Depleted Matrix _ F8. Redox Depressions _ 45. Stratified Layers _ S5. Sandy Redox _ F4. Deplated.RalowDeAp Surface Hydric Soil? Yes No Undetermined Remarks: S SAMPLE POINT- We side / Upside NIA Mapped Soil Type: zhind Depth in.) Matrix Co(or M4tde.Colors Mottle abundJcontrasl Tw011re,$fructure, etc. ` d Z IJ Field Indicators of Hydric Soils (Midwest Region) USDA, March 1998. (A = all soils, S = sandy sol18, F = loamy a CUM soils) -Al. FEstosol -A9,10.1-2 cm Muck _ S6. Stripped Matrix _ F5. Thick Dark Surfaoe _ A2. Histic Epipedon _ SL Sandy Mucky Material _ FL Loamy Mucky Material _ F6. Redox Dark Surface _ A3. Black Histic _ S3. Mucky Peat/Peat _ F2. Loamy Gleyed Matrix _ F7. Depleted Dark Surface _ A4. Hydrogen Sulfide _ S4. Sandy Gleyed Matrix _ F3. Depleted Matrix _ F8. Redox Depressions _ A5. Stratified Layers S5. Sandy Redox _ F4. Depleted Below Dark Surface Hydric Soil? Yes No Undetermined Remarks: 2v HYDROLOGY {AMPLE POINT- Wet side Upside NIA Inundated, Dept _ _ Saturated Soil, Depth - _ Water in borehole, Dept _ water Marks, Height _ Drift Lines Sediment Deposits ewuo, a onwr in. _ Oxidized Root Channels in. Water -Stained Leaves in. :,::,:-fvlapped Hydric Soil, Depression in. -"FAC-Neutral Test Topographic Position Other -Explain: Inundated, Dept in. _ Saturated Soil, Depth in. _ Water in borehole, Dept _ in- - s_ Water Marks, Height in. Drift Linea _ Sediment Deposits Drainage Patterns _ Oxidized Root Channels Water -Stained Leaves :Z Mapped Hydric Soil, Depression _ FAC -Neutral Test Topographic Position Other - Explain _ No Assumed -Explain: Undetermined - Explain: Yes :-,;-<o Assumed -Explain: Undetermined - Explain: 26105 Wild Rose Lane, Shorewood, Minnesota 55331, Phone: 952-401-8757, Fax. 952401-8798 i Project/Site & eh i} Sample Point I VEGETATION SAMPLE POINT- /Wet side Upside WA Species_ Stratum °Ia Cover lnd. Status _T %14 �..RiLU hK V S: Wetland Hydrology Present? V S T 7 A X y r4f A Y66f V S T H V S T H V S T H V S T H V S T H V S T H V S T H V S T Remarks: % Dominants (>20% Cover) FAC or Wetter: SAMPLE POINT- Wet side "� Upside WA Species Stratum % Cover Ind. Status No V S.T Wetland Hydrology Present? V S T No V S T — AV V S T H V S T H V S T H V S T 5 — y' y- H V S T H V S T H V S T Remarks: % Dominants (>20% Cover) FAC or Wetter: / WETLAND DETERMINATION SAMPLE POINT- ! We side Upside WA Hydrophytic Vegetation Present? l Yes No Does an Atypical Situation Exist? _Yes Wetland Hydrology Present? Yes No Does an Atypical Situation Exist? _Yes Hydric Soils Present? Yes No Does an Atypical Situation Exist? _Yes Is the area a wetland? Yes No Remarks: Distance from Wetland Edge ft. N/A SAMPLE POINT- Wel side --zup side WA Hydrophytic Vegetation Present? Yes No Does an Atypical Situation Exist? _Yes Wetland Hydrology Present? Yes No Does an Atypical Situation Exist? _Yes Hydric Soils Present? / Yes No Does an Atypical Situation Exist? _Yes Is the area a wetland? Yes No Remarks: Distance from Wetland Edge ft. N/A COMMUNITY SUMMARY Wetland Community Type: Upland Community T / gi•-, yI Overall Dominant Vegetation: S Overall Dominant Vegetation: LfOww, u Remarks: Remarks: U Page 2 AA T T�v KJOL.HAUG ELVVIRONMEATTAL SERVICES COMPANY Project/Site: R p r Aley c4-4vin Date: Investigator(s): G Basin/Area ID: W L Sample Pt. ID: SOILS / SAMPLE POINT- wet side Upside N/A Mapped Soil Type: �4LZO / De th. in. Mat ixa:olpr Mottle calors Mottle atiundlcoriWtt TgXtur I Sfructtue.etc;,_ - y Z No G /0 0 .5' f L Jr - -0 6 / K6 Topographic Position C � Field Indicators of Hydric oils (Midwest Region) USDA, March 79W. A = an sats, s = sandy soils, F = loamy a clayey sous) Al. IEstosol -A9,10.1-2 cm Muck _ S6. Stripped Matrix _ F5. Thick Dark Surface _ A2. Histic Epipedon _ S L Sandy Mucky Material _ Fl. Loamy Mucky Material _ F6. Redox Dari: Surface A3. Black Wistiic _ S3. Mucky Peat/Peat F2. Loamy Gleyed Matrix _ F7. Depleted Dark Surface _ A4. Hydrogen Sulfide _ S4. Sandy Greyed Matrix :E13.Depleted Matrix _ F8. Redox Depressions _ A5. Stratified Layers _ S5. Sandy Redo:: _ F4. Depleted Below Dark Surface No Undetermined Hydric Soil? Yes No Undetermined Remarks: Y SAMPLE POINT- Wet side �Up side NIA Mapped Soil Type: M ; in. MStiirt Color Mottle Colors Mottle abundJcontrast Texture, Structure, etc. - y Z No G LI A Assumed - Explain: f L Jr - Drift Lines Topographic Position _ Undetermined - Explain: Field Indicators of Hydric Soils (Midwest Region) USDA, March 1998. (A= an eats, s = sandy aces, F = wary a clayey sous) _ At. Histosol _ A9,10.1-2 cm Muck _ S6. Stripped Matrix _ F5. Thick Dark Surface A2. Histic Epipedon _ SL Sandy Mucky Material _ Fl. Loamy Mucky Material _ F6. Redox Dark Surface _ A3. Black Histic -S3. Mucky Peat/Peat _ F2. Loamy Gleyed Matrix _ F7. Depleted Dark Surface A4. Hydrogen Sulfide _ S4. Sandy Gleyed Matrix _ F3. Depleted Matrix _ F8. Redox Depressions _A5. Stratified S5. Sandy Redox _ F4. Depleted Below Dark Surface HydricSofl7 is No Undetermined Remarks: (1�, f� 41U /1-17i ltr7 HYDROLOGY SAMPLE POINT- /Wet side Upside N/A Inundated, Depth in. _ Oxidized Root Channels /Yes aturated Soil, Depth in. Water -Stained Leaves No Water in borehole, Depth _L_ in. l Mapped Hydric Soil, Depression Assumed - Explain: _ Water Marks, Height in. / FAC -Neutral Test Drift Lines Topographic Position _ Undetermined - Explain: Sediment Deposits Other - Explain: / / • / 4 Dr ainage Patterns %N�7� 0 SAMPLE POINT- Wetside /upside WA _ Inundated, Depth in. Oxidized Root Channels Yes _ Saturated Soil, Depth in. Water -Stained Leaves No _ Water in borehole, Depth in. Mapped Hydric Soil, Depnmc ion Assumed - Explain: Water Marks, Height in. FAC -Neutral Test _ Drift Liam _ Topographic Position Undetermined - Explain: Sediment Deposits Other - Explain Drainage Patterns 26105 Wild Rose Lane, Shorewood, Minnesota 55331, Phone' 952-401-8757, Fax: 952-401-8798 Project/Site a -f f -lo �p n INNIY✓ & Sample Point ID G VEGETATION SAMPLE POINT- / Wet side _upside WA M'. pigs, Stratum °/d Goxel _ Ind_ 5_tatus V S T V S T &L— fXt_r V S T- Hydric Soils Present? �11R,(yv� V S T H V S T ill 4;�41 JD V S T No H V S T H V S T H V S T Remarks: H V S T H V S T H V S T H V S T Remarks: %Dominants (>20% Cover) FAC or Wetter: SAMPLE POINT- Wet side _'Upside N/A S ecies L A%v ?,w 14 7"R-� Stratum- ,over Ind. Status V S T -, So //7iF V S T /hGi)yLrao V S T / Z No H V S T S Hydric Soils Present? H V S T No H V S T /s the area a Wetland? H V S T No H V S T Distance from Wetland Edge H V S T N/A H V S T Remarks: % Dominants (>20% Cover) FAC or Wetter: WETLAND DETERMINATION SAMPLE POINT- We side Upside WA Hydrophytic Vegetation Present? / Yes No Does an Atypical Situation Exist? _Yes Wetland Hydrology Present? Yes No Does an Atypical Situation Exist? _Yes Hydric Soils Present? Yes No Does an Atypical Situation Exist? _Yes /s the area a Wetland? Yes No Remarks: Distance from Wetland Edge ft. N/A SAMPLE POINT- Wet side X Upside WA Hydrophytic Vegetation Present? _Yes No Does an Atypical Situation Exist? _Yes Wetland Hydrology Present? Yes No Does an Atypical Situation Exist? _Yes Hydric Soils Present? / Yes No Does an Atypical Situation Exist? _Yes /s the area a Wetland? Yes �No Remarks: Distance from Wetland Edge �— ft N/A COMMUNITY SUMMARY Wetland Communi T Upland Co unity Type: q/vly Overall Dominant Overall Dominant �p�t Vegetation: Vegetation: / / Remarks: Remarks: / P6Afk.f U Page 2 Oilf KJorl4-4uG EIVVIRONMEII=-AJ- SERVICES COMPANY Project/Site: on y Plok Date: D Investigator(s): 07, 6 k�b Basin/Area ID: i2ett� A _ ) Sample PL ID: SAMPLE POINT- ' g 116 I it 1 1 ' \ PLE POINT- , SOILS Wet side _Upside /WA Mapped Soil Type: L:e in. Maftx, '- or Mottle Calors Mottle atiundJcoittra3t Texture. Suit' — Z No Prima -H drolo f ,Iny .dlcafA _Map dric Soil, Depression 2 —H U Inundated, Depth — fill Saturated Soil, Depth _ _ Topographic Position Undetermined - Explain: Field Indicators of Hydric Soils (Midwest Region) Al. fLstosol A9,10. 1-2 cm Muck _ A2. Hutic Epi pedon _ Sl. Sandy Mucky Material _ A3. Black Histc _ S3. Mucky Peat/Peat A4. Hydrogen Sulfide _ S4- Sandy Gleyed Matrix _ A5. Stratified Layers _ S5. Sandy Redox Fieldlndlptors-S-7 ofHydricSolis(MidwestRegion)USDA,March1998. (A=allsoils,s=sandy soils, F= loamy aorayey$NIS) _ AI. Hislosol _ A9,10. 1-2 cut Muck _ S6- Stripped Matrix _ F5. Thick Dads Surface A2- PLstic Epipedon _ SI. Sandy Mucky Material _ Fl. loamy Mucky Material _ F6. Redox Dark Surface A3. Black I-Iistic _ S3. Mucky Peat/Peat _ F2. loamy Gleyed Matrix _ F7. Depleted Dark Surface A4. Hydrogen Sulfide _ S4. Sandy Gleyed Matrix _ F3. Depleted Matrix _ F8. Redox Depressions _ A5. Stratified Layers __ S5. Sandy Redox _ F4. Depleted Below Dads Surface Hydric Soil? Yes No Undetermined Remarks: Wetside Upside N/A Mapped Soil Qe - d Matrix Colod• MottleColorsMottle a6ano.%coritrz5t T'eitture, Stnlcture, Ott. SAMPLE POINT - ' No Prima -H drolo f ,Iny .dlcafA _Map dric Soil, Depression _Assumed -Explain: Inundated, Depth FAC -Neutral Saturated Soil, Depth _ _ Topographic Position Undetermined - Explain: Field Indicators of Hydric Soils (Midwest Region) Al. fLstosol A9,10. 1-2 cm Muck _ A2. Hutic Epi pedon _ Sl. Sandy Mucky Material _ A3. Black Histc _ S3. Mucky Peat/Peat A4. Hydrogen Sulfide _ S4- Sandy Gleyed Matrix _ A5. Stratified Layers _ S5. Sandy Redox A, March 1998- (A = an soils, S - sandy soils, F = loamy a clsyay soils) _ . Stripped Matrix _ F5. Thick Dark Surface _ FL Mucky Material _ F6. Redox Dark Surface _ F2. Loamy G attix _ F7. Depleted Dark Surface _ F3. Depleted Matrix _ F8. Redox Depressions _ F4- Depleted Below Dark Surface Hydric Soil? Yes _NO Undetermined Remarks: HYDROLOGY Wet addle _Upside NIA in. Oxidized Root Channels in. Water -Stained Leaves in. Mapped Hydric Soil, Depression in. FAC -Neutral Test Topographic Position _ Other -Explain: Wet side _Upside NIA Yes Assumed -Explain: Undetermined - Explain: if/o w A-let— Inundated, Depth Oxidized Root Channels Yes SAMPLE POINT - ' No Prima -H drolo f ,Iny .dlcafA _Map dric Soil, Depression _Assumed -Explain: Inundated, Depth FAC -Neutral Saturated Soil, Depth _ _ Topographic Position Undetermined - Explain: — Water in borehole, Depth Other - Explain Water Marks, Height _ Drift Limes Sediment Deposits ' Drainage Patterns SAMPL ' Prima drolo ` ;In HYDROLOGY Wet addle _Upside NIA in. Oxidized Root Channels in. Water -Stained Leaves in. Mapped Hydric Soil, Depression in. FAC -Neutral Test Topographic Position _ Other -Explain: Wet side _Upside NIA Yes Assumed -Explain: Undetermined - Explain: if/o w A-let— Inundated, Depth Oxidized Root Channels Yes Saturated Soil, Depth in. ate -Stained Leaves No _Water in borehole, Depth _ in- _Map dric Soil, Depression _Assumed -Explain: ' Water Marks, Height in- FAC -Neutral Drift Lines _ Topographic Position Undetermined - Explain: Sediment Deposits Other - Explain Drainage Patterns ' ' 26105 Wild Rose tape, Shorewood, Minnesota 55331, Phone: 952-401-8757, Fax: 952-401-8798 M Project/Site /W'01 Sample Point ID VEGETATION SAMPLE POINT- Wet side Upside "�NIA S aces Stratum %Cover fn S tu5 _FP V S,..T /O D H V S T H V S T H V S T H V S T H V S T H V S T H V S T H V S T H V S T Remarks: %Dominants (>20% Cover) FAC or Wetter: ' S E POINT- Wet side Up side WA 1 1 Species Stratum % Cover Ind. Status H V S T H V S T H V S T H V S T H V S T H V S T No S T H V T H V S T H V S T Remarks: % Dominants (>20% Cover) FA Wetter.- ' SAMPLE POINT- ' WETLAND DETERMINATION We side Up side /� WA Hydrophytic Vegetation Present? _Yes _upside No Does an Atypical Situation Exist? _Yes Wetland Hydrology Present? _Yes / No Does an Atypical Situation Exist? _Yes Hydric Soils Present? _Yes No Does an Atypical Situation Exist? _Yes Is the area a wetland? _Yes Does an Atypical Situation Exist? _Yes No Remarks: Distance from Wetland Edge �N N/A S DINT- Wetside _upside Overall Dominant,Overall Vegetation: WA Remarks: HydrophyticVegeta I ? Yes No Does an Atypical Situation Exist? _Yes Wetland Hydrology Presents? No Does an Atypical Situation Exist? _Yes Hydric Soils Present? Yes �N ces an Atypical Situation Exist? Yes is the area a wetland? _Yes No Remarks: Distance from Wetland Edge ft. N/A COMMUNITY SUMMARY Wetlanuni T Upland Community T 0w Overall Dominant,Overall Vegetation: Dominant V elation: V Remarks: Remarks: Page 2 KJOLHAUG ENVIHZOIVMENT'AJ- SERVICES COMPANY Project/Site: Get bDh M07t9k ALOX 37TV Date: Investigator(s): M� jg46 4 Basin/Area ID: 94ZA, . Z Sample Pt. ID: SOILS O SAMPLE POINT- We side Upside _elf wA Mapped Soil Type: D'e in: MattiXCofor. Mottle Colors I Mottle abpndJcontrasf _ TeXSp[W. ,,. �= c;,:.. L) lZ 6 h Field Indicators of Hydric Solis (Midwest Region) USDA, March 1998. (A=all sats, S=sandy soils, F=loamy s clayey sells) Al. Histosol -A9,10.1-2 em Muck _ S6. Stripped Matrix _ F5. Thick Dark Surface _ A2. Histic Epipedon _ Sl. Sandy Mucky Material _ Fl. Loamy Mucky Material _ F6. Redox Dark Surface _ A3. Black Histic _ S3. Mucky Peat/Peat _ F2. Loamy Gleyed Matrix _ F7. Depleted Dark Surface A4. Hydrogen Sulfide _ S4. Sandy Gleyed Matrix _ F3. Depleted Matrix _ F8. Redox Deptescions _ A5. Stratified Layers _ -1 sa,,,:.f Redox _ F4. Depleted Below Dark Surface Hydric Soil? _Yes No Undetermined Remarks: �/ d Remarks: SAMPLE POINT- We side Upside NIA Mapped Soil Type: De - MdMX Color Mottfe.Colors Mottle abundicontrost Texture, Stricture, etc.. Field Indicators of Hydric Soils (Midwest Region)_UISDA, -Al. Histosol _A9,10 I-2 cm Muck _ A2. Histic; Epipedon _ Sl. Sandy Mucky Material _ A3. Blade Histic _ S3. Mucky Peat/Peat A4. Hydrogen Sulfide _ S4. Sandy Gleyed Matrix _ A5. Stratified layers 95. Sandy Redox March 1998. (A = an soils, S = sandy mals, F = loamy a clayey soils) S6. Stripped Matrix _ F5. Thick Dark Surface _ amy Mucky Material _ F6. Redox Dads Surface _ F2. Loam Matrix _ F7. Depleted Dark Surface _ F3. Depleted _ F8. Redox Depressions _ F4. Depleted Below Dark S Hydric Sofl? Yes No Undetermined Remarks: HYDROLOGY SAMPLE POINT- We side Up aide �WA Inundated' Depth - Saturated Soil, Depth _ Water in borehole, Depth Water Marks, Height _ Drift Lines Sediment Deposits POINT in. _ Oxidized Root Channels in. Water -Stained Leaves in. --Mapped Hydric Soil, Depression in. _ FAC -Neutral Test _ Topographic Position Other -Explain: Wet side Upside WA _ Yes /�o Assumed - Explain: Undetermined - Explain: Inundated, Depth ut. Oxidized Root Channels Yes Saturated Soil, Depth in. Water -Stained Leaves No Water in borehole, Depth in. Hydric Soil, Depression Assumed -Explain: Water Marks, Height in. _ FAC-N�tim Drift Lines _TopographUndetermined - Explain: Sediment Deposits Other- Exp Drainage Patterns 26105 Wild Rose [ane, Shorewood, Minnesoa 55331, Phoney 952-401-8757, Fax. 952401-8798 ' Project/Site "'^�'m`""'he7 , Ab. /r&,k C,Aa/ti Sample Point ID VEGETATION SAMPLE POINT- wet side up side / WA V S T DF rHV S T / S T F' S T S T S T H V S T H V S T H V S T H V S T Remarks: % Dominants (>20% Cover) FAC or Wetter: . SA POINT- Wetside Upside NIA Species .. — _ H Stratum %. CQVEt Ind. Status V _S T H V S T H V S T H V S T H V S T Does an Atypical Situation Exist? V S T H T H V S H V S T H V S T Remarks: % Dominants (>20% Cover) FAC or w4ftecl- WETLAND DETERMINATION ' SAMPLE POINT- Wei side Upside 1/WA Hydrophylic Vegetation Present? Yes / No Does an Atypical Situation Exist? _Yes ✓ Wetland Hydrology Present? Hydnc Soils Present? Yes / No Does an Atypical Situation Exist? Yes / lyes n O -i �'I/dfw I Hydric Soils Present? Yes Yes Does a ituation Exist? _Yes No Does an Atypical Situation Exist? No /s the area a wetland? Yes i No Remarks: Dv Distance from Wetland Edge ft. N/A SAMPL T- Wet side Upland Community T Bdv Upside WA Hydrophytic Vegetation Yes No Does an Atypical Situation Exist? _Yes Wetland Hydrology Present? Yes Does an Atypical Situation E ist? _Yes Hydric Soils Present? Yes No Does a ituation Exist? _Yes /s the area a wetland? Yes No Remarks: Distance from Wetland Edge ft. N/A COMMUNITY SUMMARY Wetland Co T Upland Community T Bdv Overall Dominant Overall Dominant Vegetation: Vegetation: 71nW Remarks: Remarks: Page 2 GENERAL NOTES: 1. �m,a,a�. ;.¢v:+m me :aL .Ra m. p¢ n .mM11Rq ea u emm was .w. m. mama z RH w ,.¢aman�r a o-..-�vv.0 u m.un m w.qm. mla ma�nv ev ¢u e� w Wale 1 xv PWGq v x em+aaa m.m W gmnq x cu.uc5m ea >m. cmnWa+rtl an mrafit. me - wml mr. u La.eea a"am.l: ma.. w p> my Loa Was4Va S Y qMb A! k ar mmai-^=IY Rmb xss ew vM, .rt-e.MKm bnvn a�aH. e 6%'4+¢9 bc;Sr z -•=/U h✓'a. ¢+mom of Ve emk W¢t�S�em.t rimae tam Mv.K Rama d n..aa...m.,. u qmv m.m e. naeay 9,v.m .qw. ma+. a.e m 6 Rept m 6gnge +.i ygylY hmn pm Vy gcelw a w :ml +p ann. ). M Lmwame amnvua, mm rgys m W bvge air lm eagw x 4'+:=^m+ ✓rn q au mq".. ew.� oww'•a+ .amm > dna,. m. 1¢m m rm Ww�a•+.. er m. aea. u my ge.nq em]Y n vl Pa .M N Ne guvmlw p¢b6 fl Vavb] ha�ganv crosams a.e mW gnoa Iew.Y;M Pm�fega m nm ae Wma NN a. 8. . iM1te FG p5v m�t 3' 6a autt eaY m�yy my lsy:npa .mt ea�ler fyl � naeyN n m .Im2 NwCala 16 H: gynq �m mm yvg u W Rma� lam¢W. mvab w ee mN^aaMY Y p eVait Wbtn gold al l.alw mnW�alg '' 9�^.bvem. Il. µ pmsmy/amva glaKNp aey M mlelul 11U a q' le/e a alvtlm evh eaN W Walde 2 u pas.]q. mm w axm .mr ..qM m mp+ u � /an¢a P•¢m4 ar ma moa a ma.m.. m a r amu pr n'+nM w tl-+-q 11. Tbm5lmgm nd�F'.5 pe h¢ W2+Y eawY, w;aryvof uqe pWa msulac9vM 1a Na p¢pm IS u MmR bulin. Tetlw. NmicGee vi Aiea mhL u ab mtlAmf. aeY r] aglmity lfl La�R.m. �n.Wla m eamW wnaa wu nq mpr.aR a Dawe: a,e R.mgmn m dna'. SWW \Slerm Rbla pWIL'n 0.e�anM M1. li. 4 tl¢4 b b tatlW a mNwun f a�u m N' Ym� p. L-a.Nyy y aY yflglq lfl m gWay Wy.. 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DATE OCTWER,S.] r REVISIONS I BY A Attn: Bruno Silikowski / 3615 Zircon Lane North Z Plymouth, MN 55446 Ph 612-850-8398 I \ a I � POND i NWL 906I& HWL906.5 a'P I I I WETLAND I, // I I I y s 4�' 5 \i 50 5D1 \ I i .< J I \ \ I I P' 4 \ I 40I 3 < 6 \ \ \ v \ I I \ _ /mJ L \ \ \\ \ \\ PROPOSED ZONING - IOP - INDUSTRIAL OFFICE PARK DISTRICT PLAN SET - I I I SP - SITE PLAN PP - PRELIMINARY PLAT PU - PRELIMINARY UTILITY PLAN GP - GRADING, DRAINAGE, & I EROSION CONTROL PLAN 1 BOUNDARY SURVEY / EXISTING CONDITIONS PLAN TS - TREE SURVEY I RFV THAT TIS PLAN OR WECFICATDN WAS PREPARED W ME OR UNDER MY RWSMAN 7 AMA WLY REGISTERED PROFESSHONAL ENGNEER UNDER TESTATE MRA =. DATE OCTWER,S.] r REVISIONS I BY A DRAWN "M CHEMED REP. DATE ,LL,HI-!SM As sl Iw No. NO. 89W-001 AE: SASE AMP 10ITIE.OWG SHEET SP OF SP SHEETS LU °ZW 0 W U J Z S a 02� g z�; Q mZ O z Q = U U) ? Q ~ � DRAWN "M CHEMED REP. 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UPLAND EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING UNUTIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FORANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. r= I I I I I I I I I I I I „ I I ^P 10 104 J A _ ry i. � ._I• POND NWL 906 - £ HWL 9085 aec'� Im / WETLAND `J III, O�YJIlk5 50 50y <\/ I /I A i �•4P!� \\ \\ i' I 401 \\\ 3 C w 1w 2B0 SCALE IN FEET GENERAL NOTES: 1. THE EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORN.THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL BALACES ARISING OUT OF HIS FAILURE TO EJUCTLY LC(ATE AND PROTECT ALL EXISTING UTIUf FACILITIES, 2. THE CONTRACTOR SWLLL PLACE STA QD HAYBALES AROUND STORM SEWER INLETS ANO MAINTAIN THEM AS AN EFFECTNE SLT CONTROL DEVICE. THE HAYSALES SHALL BE REMOVED WHEN THE PARKING LOT IS PAVED. S. AVV CRUSHED ROCK ENTRANCE BERM SHALL BE PLACED AT ALL BSIDE ENTRANCES. TO REPLACE SILT FENCE. AND MINIMIZE EROSION ON ro THE sTREET3. THE ROCK BERMS SIAM BE THE WATH 6 THE ENTRANfE AHA z FEET HK.YI WITH t:t SLOPES. A. THE CONTRACTOR SHALL MAINTAIN POSITNE DRAINAGE AWAY FROM THE BUILDING AREA THROUGHOUT CONSTRUCTKKN. 5, THE CONTRACTOR SHALL ATTEMPT TO FRIWENT SOIL MATERIALS FROM LEAVING THE SITE BY EROSION AND VEHICLE WHEEL TRACKINO. HE SHALL BE RESPONSIBLE FOR CLEANING OF STREET. BOULEVARD AND UTIUTY FACILITIES THAT RECEIVE ANY ERODED OR TRACKED SOIL H TERLLL OR OTHER CONSTRUCTION DEBRIS OR MATERLLL. I HEREBY CERTIFY THAT THIS RAN I PREPARED BY ME OR UNDER MY PROFESSIONAL ENGINEER UNDER 19.=6 PEQ ND /S.2s/ % REVISIONS I BYl ,P�yDas sb�hhd m d 6yd � rte¢ hY0 \o WS OES Q EL SYMBOL LEGEND U C/3 Z DESCRIPTION PROPOSED EXISTING FUTURE W �-- �_— 2 z U) O) 2 Z = U N.Racunvw �M ..I�.M.eIA...c I+a.naLnovvneMmlA urawN —�—rr —�—r� — s z ► — GO 141 - --� - — 7 j O O dAMVA� ®A ® Tru ® Tt• a 1m K�OTM'Ald .— uNml_c w i_rFu O O p HNaw..B®NN� � L I HEREBY CERTIFY THAT THIS RAN I PREPARED BY ME OR UNDER MY PROFESSIONAL ENGINEER UNDER 19.=6 PEQ ND /S.2s/ % REVISIONS I BYl ,P�yDas sb�hhd m d 6yd � rte¢ hY0 \o WS OES Q EL J Fa- a O U C/3 Z J J ,n z J_ F- z W F < z � of IL O Z = m O Q 2 z U) O) 2 Z = U 2 � j z � Q j g ol DRAWN RSA. OECICED R.E.P. DATE ,D1sa006 SCALE ASSHOVM "NO. 6207 001 IUF: BASE _AMP 101ABDNTS SHEET LITU CF LITU SHEETS BLUE CREEK PRR_MARY ZONES 40- SBL EXISTING POND - EDGE OF WATER A5 LOCATED SEPTEMBER 28. 2006 / / / / `N_ C as ^0 EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPBOXWATE WAY DAILY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOGYTKXJOF ANYANDALL EXISTING 1C0 w B N 100 lW U11LI71ES BEFORE COMMENCING WORK HEAGREESTOBEFULLYRESPCNSBLEFORANY AND ALL DAMAGES ARISING CUT OF HIS FACURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. SCALE IN FEET I / I / I / I / i NORTH GETBIIIM. E3: 1.lBHB 3IMGUTILITIESSHOWNARESH0WNINAN ARNLOXIWLTEWAYONLY. THECONTRACTORSHALLOETERMINE THE EXACT LOCATION OF ANY AND ALL EASTNG UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PROTECT ALL EXISTING UTILITY FACILITIES. 2, THE CONTRACTOR SHALL PLACE STAIKED HAYBALES AROUND STORM SEWER INLETS AND MAINTAIN THEM AS AN EFFECTIVE SLT CONTROL DEVIfE. THE HAYBALES SMALL BE REMOVED WHEN THE PARI NO LOT IS PAVED. 3. A We CRUSHED ROCK ENTRANCE BERM SHALL BE PLACED AT ALL 3 SITE ENTRANCES, TO REPLACE SILT FENCE, AND MINIMIZE EROSION ON TO THE STREETS. THE ROCK BERMS SHALL BE THE WIDTH OF THE ENTRANCE AND 2 FEET HIGH WITH 41 SLOPES. 4. THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE AWAY FROM THE BUILDING AREA THROUGHOUT CONSTRUCTION. S. THE CONTMCTOR SIAL ATTEMPT TO PREVENT SOL MATERAS FROM LEAVNG THE SITE BY EROSION AMD VEHICLE WHEEL TRAO(NG. HE SHAUL DE RESPONSIBLE FOR GLEANING OF STREET, BGULEVATA AND UTILITY FACLRFS TIMT RECEIVE ANY ERODED OR TRACICED SOL MATERA OR OTHER CONSTRUCTION DEBRIS OR MATERML I HEREBY CERTIFY THAT THIS ftPN OR SPECFKATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. REG. NO i REVISIONS I BY) • o Z� N U) �z d� Lu i W Q IL tt V/ AoC's Sy3ryiL m n +AO'1'a Ge 51 5 IL SYMBOL LEGEND z DESCRIPTION PROPOSED EXISTING FUTURE PAwa4naw J� �—eF—� U) = Z = L Z J Q g — —�� will, A. -- .. -- --- --- --�-- AAI®rAeccnulxll�w — • — 9 na.lemFn.cMa m 3 s H/wMr BAR. -- — --- --- - -- —vv--�� s • • wINR�w.Fv B�F�F,PIB..RNMW. TIBNaTN.nwramXe— ANee� ermacvml ,r ..✓ ..� D 0 4 F, k I HEREBY CERTIFY THAT THIS ftPN OR SPECFKATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. REG. NO i REVISIONS I BY) • o Z� N U) �z d� Lu i W Q IL tt V/ AoC's Sy3ryiL m n +AO'1'a Ge 51 5 IL LLJ J0 �wvi o z I --- z Z w a o�� _ zU)> m O Q U) = Z = L Z J Q g DRAWN R.SM. CHECKED S.E.P. DATE 1,]Fl O SCALE m SHICIIIIIN JOB NO. 8301'.!01 045E AMP 1p1T118D1\Y' _ SLEET UTL2 a UTL3 SLEETS 3 OUTLOT A WETLAND I I _ OND ' NWL 906 IN HWL 908.5 MM/ WETLAND / b \ `AZi \ac �r , P 1 I i \ o)en S � \ N-0 afs V e p CSN rwc V / f \ 1 •s GENERAL NOTES: I THE EXISTING UTILITIES SHOWN ARE$HOM1N IN AN APPROXIMATE WAY ONLY. THE CONTRACTON SHALL DETERMINE THE EXACT LOCATION CE ANY AND ALL EXISTING UTILITIES BEFORE COMMENDING WORK. THE CONTRACTOR S BE FULLY RESP'NSIBIE FOR ANY AND ALL D GES ARI$IN30UT OF HIS III TO EJGCTLY-O TE AND RIOTECT M -L EXISTINC UTILITY FACILITIES. 3. THE CONRMCIOR SIMI Puff STAKED IMYBALES AROUND STORM SEWER INLETS AND HIANTAN THEM AS Aw EiTECTNE SMEN TH PARKIN LOT 39W11 BE RELIO/® WIEN THE PARKING LOT IS PAVED. 3, A SV CRUSHED ROCK ENIRNICE BERM SHALL BE RACED AT ALL 3 SITE ENIMNCES, TO REPLACE SILT FENCE. AND LBIIIMDE EROSIOII W ro TIE SRiEET3. THE ROCK BEIBIS SHML RETIE WDTN 6 THE ENTMNLE ANO z FEET HMN WffH 119LOP64. M. THE COHTMCTOi SNALL MMNTMN POSITNE OMRUGE AWAY FROM THE BUILDING AREA THROIIOINT CONSTRUCTKN. 5. THE CONTMCTOR SHALL ATTEMPT TO PREVENT SOL HMTERML$ FROM LEAVING THE SITE BY EROSION AND VEHIOE WHEEL TRACKING. HE SHALL BE RESPONSIBLE FOR CLEANING OI STREET. BOULEVARD AND UI FACILITIES THAT RECENEANY ERODED OR TRAGCED SOL MATERIAL OR OTHER CONSTRUCTION DEBRIS OR INTERNE / IHEREBY CEF E%ISTVIG UTMES SHOWN ARE SHOWN BY AN APPROXNATE WAY OB.Y. THE DIRECT SUPE CONTMCTOR SHALL DETERMNE THE EXACT LOCATION DF ANY AND ALL EXLRTNG 100 SO 0 50 100 3110 THELAWSOF UTILIIlES BEFORE CONMENGNG WORK. IE AOIEESTO BE FULLY RESPO151NE FORANY AND ALL DAMAGES ARISING OUT pF HIS fAILURE TO EXACRY LOGIE AID PRESERVE ANY SCALE IN FEET C/ - /fit\/ AND ALL EMSTNG UTILITIES. . IE OCTOBER18.3008 REO.NI J REVISIONS BV 5 a SYMBOLLEGEND 0 W DESCRIPTION PROPOSED EXISTING FUTURE of z a 2 �ZU) -.7 = Co O=o Q CIO U) = U z g m .1 MNruNPv:vsue 3 5 ----- M,EYNw le> gel a a a / IHEREBY CEF E%ISTVIG UTMES SHOWN ARE SHOWN BY AN APPROXNATE WAY OB.Y. THE DIRECT SUPE CONTMCTOR SHALL DETERMNE THE EXACT LOCATION DF ANY AND ALL EXLRTNG 100 SO 0 50 100 3110 THELAWSOF UTILIIlES BEFORE CONMENGNG WORK. IE AOIEESTO BE FULLY RESPO151NE FORANY AND ALL DAMAGES ARISING OUT pF HIS fAILURE TO EXACRY LOGIE AID PRESERVE ANY SCALE IN FEET C/ - /fit\/ AND ALL EMSTNG UTILITIES. . IE OCTOBER18.3008 REO.NI J REVISIONS BV 5 a w<J J 0 W J F - o of z a 2 �ZU) -.7 = Co O=o Q CIO U) = U z g GIAvm RS Y. aEG® REP. wTE To-TlHzam swDE AS sHlovn+ JOB NO 8303dd nE: BASE .WP 1OTOBJM'O SHEET UTL3 d= UTL3 SHEET$ CONSTRUCTION SEaIEeralo +. 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A AGREES TO BEFULLYRESPONSIBLE FOR ANY AND ALL W WGES/J2ISINOOIR OF HIS FALWE TOEXACTLY LOGTE MJp PRESERJENIY ANo All EXISTNc UTLITES. 601 Q� O i } ♦y A, I STANDMO DETALS ROCN ENTMNCE BERN NEREBYCERTIFY iHATDTHIS THAT OR SPECFIGW WA$PNEPMFD BY ME QY UJDEH MY 1W $p 0 50 tW Lp DIRECT XRJISxSTAM MTIIiSWA- YRED15TElEp R1pFE551CNAL ENONEER UAER THE LAWS OF TRE STATE aF MRNESOTA SCALE IN FEET ^ �.l� ...1,t/�:i DAA OCTOBER 1B, ID08 REO. NO /'S �28I % REVISIONS I BYJ L W i m< ,3 WQ Q U ,e�y00.5 Sy3hryl w u � 3 w hvON3 DB5`O O SYMBOLLEGEND DESCRIPTION PROPOSED EXISTING FUTURE J LU X O Wg°zW c�a0i� f= cc �zIu,z Z w > La o m = a Q 0 = j Q U C7 pro,...., —.—rte —+--rf— — ► � + — R.xeoeoaoe,vN.AM N� • – — ► — A m .� 1 eNrt.A,M�xN.� _ _ ® s ®av® TrG® Trane® �s c a a NEREBYCERTIFY iHATDTHIS THAT OR SPECFIGW WA$PNEPMFD BY ME QY UJDEH MY 1W $p 0 50 tW Lp DIRECT XRJISxSTAM MTIIiSWA- YRED15TElEp R1pFE551CNAL ENONEER UAER THE LAWS OF TRE STATE aF MRNESOTA SCALE IN FEET ^ �.l� ...1,t/�:i DAA OCTOBER 1B, ID08 REO. NO /'S �28I % REVISIONS I BYJ L W i m< ,3 WQ Q U ,e�y00.5 Sy3hryl w u � 3 w hvON3 DB5`O O X O J J LU X O Wg°zW c�a0i� f= cc �zIu,z Z w > La o m = a Q 0 = j Q U C7 DMWN R.SA+. CIEO REP. DATE +a+5aooe A 0 SSD J MBW. W JONO. 5181-001 EE FIA.4E ANP 1 W TOeD•W _ SNEEf GP1 aF GP3 sHEETs A, Off 7TT;MMMff M-77,777-2 MFTqrr7rM m 0 Doe m©® moo woe m®® ©© ®to�to� moo o Baa® o lw �� ewerN�erw. a..mN.N�. 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NAME ZONINp IMP.p'Np G RK I'\ , �� �\ P CITU OF CHANHA93GN A \ `� I RECEIVED I \\ 11 OCT z /// I• _PARR —�IFY OF RECEIVED C `\\ 0 2006 _ jD �-, -I __y.j \ \ \ /'� CW"SSEN PLANNI // 1 ZOOS -----;— \ ) �,\ NPUEPi �,�._// i _ 'OCT 2 U ! 5 -0HANHASSEN PLANNING DEP�O�y EGIEIR FFFI DEVELOPER: Mutual Investments, LLC Attn: Bruno Silikowski Ei 3615 Zircon Lane Nonh I� ,o Plymouth, MN 55446 PA - �! / ! •� �' 10 �.°�. f ,i Ph 612-850-8398 UU T LuLA L 1Ilei• \ 9 . / MAN A ''•C? \\ LOCATION MAP J / xvv ROR i \ , xxv wee •EI �. i I �, .�\\ ��� '\ . / \•moo/ /,, _ _ �4',\,,' �. �'�pp�- i .,// . PROPOSED ZONING - IOP - INDUSTRIAL OFFICE PARK T A I DISTRICT i A > 'Y /�- PLAN SET - I I I SP - SITE PLAN ! i PP - PRELIMINARY PLAT 3 PU -PRELIMINARY UTILITY PLAN 5 GP -GRADING, DRAINAGE, 8 EROSION CONTROL PLAN BOUNDARYSURVEY/ EXISTING 2 vv A vv CONDITIONS PLAN T \\ I TS•TREE SURVEY � i \ \\\\\ `\ I I IXAQYQRTITYi RINQ V[CIGiRM WE00,FVYEDOYKQLKIIW L�IRI/N�LLIEWCMI�x OAYI¢RRiG!➢PRCiE68KHLL E,tlWHRURY \WJI • \ • • \ \ �wrz mmER,E,xm /51B/ .aa. Ro ,11-6w uu S C.M I Page 1 of 3 Our Announcements Press Coverage i `r Return Pnnh Photo Gallery winners Cirde a -Newsletter Current CMI Newsletter Letters from the CEO From Behind the Wheel Tech Tips Request Information eNewsletter Signup! Request Print Brochure Paaered by liuePero — MSNBC & Forbes Auto: Drive over 100 mph (without getting busted) By Andrius Mikonis Monday, August 7, 2006 it club for drivers may be coming to metropolitan area near you GO - Do you have a fast car but nowhere to take it out and see w country club may be coming to a metropolitan area near you. pff-countryclub amenities but with a racetrack instead of links. It' vhere members can go to exercise their cars and driving abilities iment without worrying about speed traps. Most importantly, this is ,....,,,e, but somewhere to drive as fast as you'd like, as often as you'd lik The idea has evolved over the last few years, with four clubs already open and more on the way. Establish attracting everyone from professional drivers and race -car builders to car enthusiasts. The only qualificatior are a fast car, driving certification to be determined by the facility and, of course, you have to pay to play. The key here is the club component, setting these businesses apart from the traditional racetrack venue by on -track driving opportunities without having to join a sanctioning body or wait for special events. This most form of a country -club model, where members pay an initiation fee and annual dues for track access as we clubhouse and related facilities. A prime example is the Autobahn Country Club (ACC), which opened in spring 2005 in Joliet, III., and is a c from downtown Chicago. "It's the first purpose-built club of its kind," said founder and president Mark Bassc lot of interest from around the country." The carefully landscaped 3.57 -mile road course winds around 320 acres. Construction on a larger clubhou! museum starts in April to supplement the Autobahn's current building. Members can also lease trackside to own garages and spectator buildings. This feature is in its third phase, with some 36 already leased in the f one is fancier than the last, with "pool tables, custom kitchens, even art collections; according to Basso. And men aren't the only ones having all the fun at these clubs. Three primary members are women. Steve the four founders of the ACC, says there are several members' wives, almost a dozen by his estimate, who drive on a regular basis. Developer Matt Page, who is breaking ground in July on a 1,600 -acre site near Dallas, says his Racers Rai will feature a combination of Old English architecture and "the look of a Kentucky horse farm." Even garage resemble stables. There will be an actual equestrian center and 40 five -acre home sites for a true country -r experience. Page wants the club to feel more like an exclusive and relaxing retreat than a racetrack. Truck paddock will be through a separate entrance to keep the operations behind the scenes. A high level of sen, concierge, will be this club's hallmark. A quite different club idea is the Miller Motorsports Park, which opened this spring near Salt Lake City. Alar designed Autobahn and many other tracks worldwide, said this setup is based on drivers' clubs at the Goa Silverstone tracks in England and the Sports Car Club of South Africa — which he says are "great social pl any time you could bump into Formula One drivers" The Miller Motorsports Park track holds sanctioned races —several organizations have already signed on private club with a core membership. It will also be open to credentialed members of the visiting race. Hom not only have ample track use but also free spectator access during races, where they are able to meet ant SCANNED http://www.cl ubmotorsports.com/pressroonVindex.cfm?ac=details&New sID=432 10/25/2006 wM1 Page 2 of 3 the incoming group. "The idea is to mix and match elements of motorsports," explained Wilson. Autobahn management feels that opening the private club to car shows is important for business, and henc public access to its car museum. "It adds to the excitement of the racetrack atmosphere, but the members private area to retreat to," Basso said. The annual fees differ between each club. Racers can expect to spend $3,000 annually at the Autobahn Q to $175 per month at the VIRginia International Raceway (VIR); and $50 to $75 per month at Motorsport Rt VIR and Motorsport Ranch have additional charges for usage by day or half hour, respectively, while the At Most of the clubs in development have pricing posted to pre -sell memberships. "Members are on their own as far as insurance coverage if they wreck their cars, but they are covered as p the club's liability insurance," Basso said. The main attraction at all these clubs is a road -racing course, though some of the clubs will offer other drivi as kart tracks, skid pads and, less commonly, drag strips and off-road trails. Autobahn is putting the finishir Wilson -designed half -mile kart track this spring; its 30 feet wide, so its also suitable for autocross events. Though driver certification is required by all, typically these tracks are designed with safety in mind, becaus of skill levels will be accommodated. This means ample room to run off the track without hitting anything as speeds by keeping the length of the straightaways relatively short. Matt Page, who has also brought Alan V says he wants to have a longer straightaway on one of the courses for only the most competent drivers, as for manufacturers that might rent the track for testing. "Everything will be built to Sports Car Club of Americ Page said. "Safety is first." Another feature nearly all of these clubs possess is a track with multiple configurations, allowing club memt simultaneously and independently while another group can rent another part of the track. You'll see anythir to vintage race cars to motorcycles. Page said he wants to "celebrate all kinds of motorized vehicles," and I room for "gearheads with muscle cars, even Model Ts." All of these racing clubs run in much the same way, by grouping similar vehicles and drivers together to go for a predetermined length of time, then the next group goes out. Occasionally, there might be timed racing customers include car clubs looking for track time; sanctioned organizations holding races; manufacturers f -consumer events or training employees; and corporate clients looking for an activity. "We sold out every we percent of the weekdays," Basso said of the first season. "It takes the burden off the members to have to c( operating costs." Location is an important consideration. Back in 2000, the scenic 3.27 -mile road course of the Virginia Inters was resurrected after a long hiatus and reopened as America's first driving country club. However, it is bille destination catering to both in-state and out-of-state members. The advantage of a club like the Autobahn f major city — the club is 49 miles from Chicago. "You can leave the office at noon, get an afternoon of drivir home for dinner," Basso said. The future Alpine Motorsports Club may have one of the best locations, situated 75 miles from both New Y - Philadelphia. The 360 -acre site in the Pocono Mountains will feature a tour -mile course with 220 feet of ele Alan Wilson designed the circuit with nine different configurations. All the ingredients for a perfect driving c( there; one novel idea is encouraging members to form "driving groups" who can rent a section of the track 1 themselves. Already years into the planning, Alpine will break ground early next year. Clubs to Watch: Alpine Motorsports Club Saylorsburg, Pa. Contact: 800-795-2638 dsmith@lusa.com Look for it: Construction begins in 2007. Autobahn Motorplex Metro Minneapolis Contact: Bruno Silikowski bsilikowski ®autobah nmotorplex.com Look for it: Construction date TBA. Club Motorsports http://www.c lubmotorsports.com/pressroom/index.cfm?ac=detai Is&Ne W SID=432 10/25/2006 .CMI Page 3 of 3 Tamworth, N.H. Contact: 603-437-3278 jimh@clubmotorsports.com Look for it: Construction date TBA. New Jersey Motorsports Park Millville, N.J. Look for it: Spring 2007. Racers Ranch Dallas area Contact: 214-718-1247 straight8llc@hotmaii.com Look for it: Construction began July 11, 2006. Bruno Silikowski found a different approach to the proximity problem. His Autobahn Motorplex, located 15 r downtown Minneapolis, is a 37 -acre site that will not have a track, but will have a clubhouse as well as secs storage condos that members can purchase — and depreciate — to garage their racing and other special i scouting some potential track locations further out of town, but in the meantime members will have use of c car maintenance, with techs both on -staff and visiting, as well as a concierge to help make arrangements. - events like car shows and SCCA meetings, and they will offer a place for like-minded enthusiasts to mingle televised races. "It will be the mecca of motorsports in Minneapolis," said Silikowski. Alan Wilson thinks noise is the biggest problem with getting a new club built in a populated area these days issue doesn't have to be a necessity," he said, pointing out that most recreational drivers won't see any diff, car on the track with a muffed exhaust. "These clubs will evolve, and without the noise will no longer be a n surrounding area. Then they will be more socially acceptable." The demand is there. Autobahn has sold out individual memberships and has started a waiting list. Only si> memberships remain available. "We're growing like crazy," said Basso 2006 - All Rights Reserved Club Motorsports, Inc. http://www.clubmotorsports.com/pressroom/index.cfm?ac=details&News[D=432 10/25/2006 t • 64 10666, r 6- INV' MAIN PHOTOGRAPH b,. CRAIG BARES A Different Kind of Driving Range Former management consultant Bruno Silikowski is building a "country club" for owners of vintage, classic, and high-performance cars in Chanhassen. It will be a place to talk wheels, hang out, and -perhaps some day -take your car out for a high-speed spin. by John Gilbert C�At your typical country club, the drives that members care about are tee shots down the fairways. But for Twin Cities -area owners of vintage, classic, or high-performance cars, the term "country club" will soon take on a different meaning. A louder meaning. - - In April, Bound is scheduled to be broken for the Auto MotorPlex Minneapolis in Chanhassen. Think of the MotorPlex as a private club for upscale gearheads. It will be a place not only to store and main- tain your Porsche 911, '66 Ford Mustang, or other high -style auto, but also a club where you can hang out with fellow cool -car enthusiasts. In time, the Auto MotorPlex Minneapolis could also include a track where car owners can let their vehicles open up at speeds much greater than a rural freeway allows—and .without those pesky high- way patrolmen lurking near overpasses.. The driving force behind the MotorPlex; whichis scheduled to have its grand opening in October, is Bruno Silikowski, a former manage- ment consultant whose love of fast cars inspired him to start the club. He's not charting new territory—similar facilities have opened up across the country. But for Minnesota owners of Ferraris and other high-performance cars, the MotorPlex could provide room to zoom. WRR ZW7# TWIN CITIES BUSINESS 53 Some salespeople -tat you for lunch. We prefer to provide it. We not only provide lunch, but also food for thought. See, each month SME unites sales and marketing people to gain the knowledge to ,It smarter and sell more. You'll team fmm people willing to share their vast and personal experiences that have helped them to succeed in sales. They speak. You cal lunch. How sweet is that? To register for an upcoming event, please visit www.smemn.org. For further information, please contact Drenda Wendell at 763.766.3400 or drenda®smemn.org. - UPCOMING EVENTS - - Friday. April 20. 2" PaW disrassiex ox Bosixrss Ethics With an iWrudxrrioo by AIMmry Gro.1 tori Svonton. i www.SMEMN oo qgg was A DIFFERENT KIND'ISF DRIVING RANGE Car Driven bSilikowski has been a car guy since his teen years in Cleveland, where he frequently emend au- tocross competitions. He earned undergraduate and master's en- gineering degrees from Ohio State University—his goal, not surprisingly was to work for an automaker. Instead, a chance meeting led to a job with the Cleveland office of Andersen Consulting (now Accenture). There he worked on large-scale corporate -change, supply -chain management, and company - turnaround projects—all the while acquiring a variety of sports cars. He was eventually lured away from Andersen Consulting by a client, which started him on a career track in corporate man- agement One of his employers was a motorsports company, which gave him the chance to visit a number of automakers in the U.S. and Germany. During a trip to the Porsche factory, Si- likowski was invited to meet with the Porsche Cup team own- er and to drive a Porsche 911 on the famed Nurburgring Nord- schleife racetrack—nicknamed "the green hell" because of its wicked twists and turns. About 10 years ago, a re- cruiter offered Silikowski the chance to run a manufacturing and supply -chain practice for a major consulting company— which turned out to be an An- dersen subsidiary in the 7Win Cities. Silikowski agreed to re- turn to Andersen, moving with his family to Plymouth. His new house had a four -car garage, but even that wasn't big enough to accommodate Si- likowski's three sports cats, mo- torcycle, and boat (not to men- tion the family's minivan and SUV). As he hunted amend for a storage location, a friend sug- gested the idea of building a motor -sports park like that being built in Joliet, a city abobt 50 miles southwest of Awntown Chicago. That facility, the Autobahn Country Club, which opened in April 2005, is the brainchild of Mark Basso. As a kid growing up in Illinois, Basso often played at his father's golf club—but soon found that he was more interest. oil in driving the golf carts than in golfing. As a grownup, he saw a market for a facility where owners of fast cars could safely (and legally) drive them at inter- state -exceeding speeds. "We presold the concept with very limited funds and realized if we built it they would come," says Mike Keck, Autobahns market- ing and communications direc- tor. "And they have." The idea took off fast. Most of the Autobahn's 300 memberships were snapped up just a few months after the facility's Open- ing, and the club earned ink in the Waff Street Iournal, Forbes, and Car and Driver. The Auto- bahn Country Club isn't the first. facility of its kind—the former Virginia International Raceway in Alton, Virginia, which re- opened as a driving "resort" in 2000, is considered the origina- tor of the concept But the Auto bahn is a model of a different kind private car dub that is close to a major metropolitan area and a critical mass of up. scale car owners. The 350 -acre Autobahn includes 3.56 miles of roadcourse track. Since the Ao tobahn's opening, several similar facilities have been built across the country. and more are in de- velopment. -Silikowski says he "laughed about the idea" of opening his own motorsports place at first. "Then I thought about it for -a couple of years," he recalls. "About three years ago, I formed an entity to explore it" One of his moves was hiring the Auto- bahn owners as consultants. A key piece of the business plan fell into place as Silikowski hunted for a suitable site for the MotorPlex. (He ended up buying a 40 -acre plot on Audubon Road in Chanhassen, just south of Highway 5.) He inquired about some land owned by an old busi- ness acquaintance, Ron offutt, the Fargo -based entrepreneur whose holdings include huge po. tato farms and numerous John Deere dealerships, offutes invest- ment group liked the "private garage -condo" concept and be- came a 50 -percent financial part- ner in the MotorPlex venture. Garage Logic '*The MotorPlex will consist of a clubhouse and an outdoor court - Yard nestled among a doyen stor- age buildings, which will house aPProximately 175 1,000 -square - foot car -condo units. (The units can be configured based on cus- tomer specifications.) So far, Si- likowski says, more than a dozen applicants have signed up to own one of the condos. Each member will get room for stor- ing and tuning his or her vehi- cles. The facility also will include wash -down bays. In addition, there will be mechanics available for basic maintenance needs, and a concierge service to handle shipped parts and equipment. The clubhouse, which has been designed to resemble a Eu- ropean carriage house, will be available for casual gatherings as well as special events, such as. auto -club meetings and car shows. There also will be room for auto dealership vehicle dis- Phys• "We want it to be a place to hang out for every car person and group," Silikowski says. 'rhe clubhouse will be a destination location, a place to hang out with people with like interests. There will be small nooks for intimate Private discussions with friends, and large enough areas for Porsche Club meetings, for ex- ample. We intend to rent the fa- cility to car clubs, corporations, and other groups. It will be busi- ness friendly, with Wi-Fi hook- ups and presentation monitors." All told, Sifikowski says, the MotorPlex "will be a perfect place for people to get together to watch a Formula 1 race, or a friendly place where people can work on their cars, or get togeth- er and smoke. a good cigar." The MotorPlex wont sell liquor or in- clude a restaurant, he adds, "but we will have food catered, and we will rent lockers so members can use it as their own private bottle club." The first MotorPlex budding is scheduled to be completed in early August, with the clubhouse ready sometime later in the year. The only thing missing from the MotorPlex's current business plan is a road -racing circuit like _ the Chicago -area Autobahn's, but stay tuned. Slbkowskl may build such a track in the future at a dif- ferent location. If the MotorPlex succeeds, he could take the idea to Florida and other locations. But for now, there's one thing to say: Minnesota gearheads, you may start your engines. Tce Duluth -baud John Gilbert writes about cars for llvin Cities Busi- ness and other publications. WITH A BELIEF POTENTIAL OF' City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 M1 OF (952) 227-1100 To: Bruno Silikowski 3615 Zircon Lane North Plymouth, MN 55446 - -i Invoice SALESPERSON DATE TERMS KTM November 9,2006 upon receipt 63 Property Owners List within 500' of Autobahn Motorplex Proposal located on Audubon Road in Chanhassen (63 labels) TOTAL DUE $3.00 1 $189.00 $189.00 NOTE: This invoice is in accordance with the Development Review Application submitted to the City by the Addressee shown above (copy attached) and must be paid prior to the public hearing scheduled for November 21. 2006. Make all checks payable to: City of Chanhassen Please write the following code on your check: Planning Case #06-34. If you have any questions concerning this invoice, call: (952)-227-1107. THANK YOU FOR YOUR BUSINESS! SCANNED CITY OF CHANHASSEN P O BOX 147 CHANHASSEN MN 55317 12/04/2006 1:23 PM Receipt No. 0028330 CLERK: katie PAYEE: Mutual Investments, LLC Autobahn Motorplex Proposal Planning Case #06-34 ------------------------------------------------------- GIS List 189.00 Total Cash Check 5041 Change 189.00 0.00 189.00 0.00 o� - 5V SCANNED 1 7 6 P 1 r 11 '1 t yyt1�� ,C r uaeao i I i 1 � e CITY OF Ere CT 2 0 2006 PARK %SSEN PLANNING DEPS r voxo xwL rues <r� i Ze I _r _ r i 11 9_ apse n � E DEVELOPER: �t Mutual Investments, LLC ., .- Attn: Bruno Sllikovskl 3615 Zlmnn Lane North I.I / Plymouth, MN 55446 ✓/V N H4I 0 I .- - _r Ph 612.850-6398 wlw , t" X W F`rp J a N z O i PROPOSED ZONING - ga 0 2 N i IOP - INDUSTRIAL OFFICE PARK h = Co DISTRICT Q 00 x ¢ PLAN SET- OF � U � SP - SITE PLAN Q PP- PRELIMINARY PLAT PU - PRELIMINARY UTILITY PLAN GP - GRADING, DRAINAGE, 8 1 EROSION CONTROL PLAN BOUNDARY SURVEY/ EXISTING e CONDITIONS PLAN TS - TREE SURVEY SP SP W raoroae��urour + w y^ III✓ np 4n CITY OF CHANHASSEN RECEIVED OCT 202 006 CHANHASSEN PLANNING DEPT i I xorm .1 MIS Yr / V n.4,r.....4..Yra.._... iu.Y. rr._ Y..rnrwN�.....w...N.i 4.�.r,.wr.r.N�.....r....,w�N.—.�r. ��."...�...r.w_w.......a.. 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A, CITY OF CHANHASSEN RECEIVED OCT 2 0 2006 �HANHASSEN PLANNING DEPT UTL1 UTL3 d ,A- 1-11AGROPPATIANNING.TTENTOPPROn— 6 d' W N )d F O FAIN—AINGNAINTATT.—ASAINI—TAVE r :GAA— ..•., ' ARGEONONTOGRNTRIFTS KM m E 11yy wuY .,�o a,—..o,o, w,�.Lm.IT�� UTL1 UTL3 d 6 d' W N )d F O r Z O i 7 z m E 11yy wuY REP J.IL. UTL1 UTL3 BL i C?.UK PRI.ART ZONE W SBL aur aeae nsuxr me � .t 7r. .0. 1 � \ I m i r 0 5 I xoxrx I r � I I .• Q U en mnv o rl roan F. UTL2 I B UTL3 n 1 ,. .r.........•......n .«......an e / POND M 906 WL 906.5 VETLAND _4R. d T U _ « .w seem rem., CITY OF CHANHASSEN RECEIVED iS3B OCT 2 0 2006 1� 5 C& 96 a IICHANHASSEN PLANNING DE T I i r 0 5 I xoxrx I r � E m a 0 I .• Q U en mnv roan F. UTL2 UTL3 ,. .r.........•......n .«......an D.' I.-, �.. T. 11..,n.a., 50 50 s� L \.� SYMBOLLEGEND iS3B LTJ 5 C& 96 a � vi O V 0 5 P z z E m a 0 Q U en mnv LL UTL2 UTL3 Lei LTJ i�F`�. WETLAND a O zoomow. p N CITY OF CHANHASSEN F 2 W O m z2 RNEIVIRP W "1 W L$ Z = E Q] 6 w O a OCT 2 0 2006 3 GTL? CHANHASSE PLANNING DEPT F 1�t � NUMH I y +O P POND NWL 906 HWL 908.5 WETLAND a O zoomow. p N O i a O p N O i F 2 W O m z2 W "1 W L$ Z = E Q] 6 w O GTL? K, OUTLOT A MRIM GI I r Uf UNANMAODMII �•nucn OCT 2 0 2006 %: ' Aj ARK .: CHANHASSEN PLANNJNG-- � • % ii/i rua s------ 9 i i I I 3 I I I I I 1 z , G .. iS38 O U o aJk� w K w,OZ z J 03 Z U oo< zU° GPI GP3 CITY OF CHANHASSEN RECEIVED OCT 2 0 2006 BLUFF CREEK MIMMMY ZWE W SBL CHANHASSEN PLANN�iD� ' BIIIFT CREF1t PRIMMY ZME / } 9 / O / EXISTING POND ( / ie'Eie.� iow /�//�. -•rye r � a -Alp �� v OUT \\\ / I n �7 I I I I V I I ti J 1 50 -- /3`38/ W ¢ U d N vi °5°w Q�a0 QZ F - Z W > O O Q a U U CI Z °�'s M� W GP2 GP3 w 1 TREED UPLAND`\ /1 1 .uNN IInN MIIr YW Y I 1 OUTLOT A WETLAND CITY OF CHANHASSEN RECEIVED ` OCT -2 0 -Zoos CHANHASSEN PLANNING DEPT NWL 906 HWL WETLANBD I o W U ° aS� 0,w wa�zw J O Z@N@ 00< Q U � ns GP3 GP3 ..fl. ^1=` ortM1nu[M1u.tl�.t.�Yww.wM1.Wtl.wM1n. 'fowl' IW=tl� �M1rnw�lYllTu\w.nM1.,y,l aaVry� u•a�ywyl.tlll.lrytl��M1wyi~tlw�w,wrw ,.YiawM1.fYT�aaw WaM1 As lyakil Mm ��O Ma 4w tln .�w.tiwW l.n. tll�__M1a.i..YW v_w.W. Wa�MaOw,�r�wW_:wMaa w.Y..W w�w�� �_yr�tlhtlaaw V.4a 0 V I 0 R �yJC) �.�wb.lw`iwuou �� M1.a:W tlati/aawa.a i CITY OF CHA14HASSEN RECEIVED OCT 2 0 2006 CHANHASSEN PLP NNING DE- �Y— ff�tl vfMM I I I 1 / �pp �. . - �y 0 V I 0 R �yJC) �.�wb.lw`iwuou �� M1.a:W tlati/aawa.a i CITY OF CHA14HASSEN RECEIVED OCT 2 0 2006 CHANHASSEN PLP NNING DE- �Y— / �pp s ,I I I I I LEGEND N rrw wr.o. W wxon.vnmi�nrtw O uo.uvrrx.ouxr r ro�...m... N tIM rN0•^muwoeanum+. ruavn® • r�.rNmN.eo.��. e CITY OF CHANHASSEN RECEIVED OCT 2 0 2006 CHANHASSEN PLANNING DEPT \ \% \\ v EXISM6lN1ND WETLAND .�I' ///i •\\ /moi \///•� �� / �f �_1 lop- �i /\ /T fly / / I •,• l r; I -- <si,.i.�'�.yyhw" aTLAN', +'!' ••� 9 / l l I •a•. h'/ r." ,.,/ �. � / my / ;.� 4 / / ^ el , .SFS//,// //•^�s'/ � ..... / � // -°•. 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CITY OF CHANHASSEN ZONING OA2 -AGRICULTURAL ESTATE DISTRICT IOP -INDUSTRIAL OFFICE PARK DISTRICT — — — BC -1 BLUFF CREEK PRIMARY OVERLAY DISTRICT 1 — � BC -2 BLUFF CREEK SECONDARY OVERLAY DISTRICT 2 SITE BOUNDARY DRAWICHECK MTI(/DBP DATE ia2o-oe SCALE: N.T.S, JOB NO. 6307-001 DWG. NAME zorviNa NM.GNC ii F n O w y w w r 0 A .. . ...................J( V?J .'.'.'�? >. '.` <.. . . . . . . . . . . . . I I l ........... . . . . . . . . % . . . . . . j. ;. '40-o`er'>. >s Ce • �•J Y I y,1 "S "-e �v �o-op9 NORTH N.T.S. CITY OF CHANHASSEN RECEIVED O C T 2 0 2006 CHANHASSEN PLANNING DEPT CITY OF CHANHASSEN ZONING IOP - INDUSTRIAL OFFICE PARK DISTRICT — — — BC -1 BLUFF CREEK PRIMARY OVERLAY DISTRICT 1 BC -2 BLUFF CREEK SECONDARY OVERLAY DISTRICT 2 SITE BOUNDARY REVISKNIS Z! X q LLJ L7 0_ Z o N o LU i o LUx a $ F w::) Q DRAW/CHECK MTKIDBP DATE 10-20-08 SCALE: N.T.S. JOB NO. 8307-M DWG. NAME ZONMG AMP.OWO l I I 1 ox FF`, RIS 'f J PARK ROAD I I I I v NORTH N.T.S. CITY OF CHANHASSEN RECEIVED OCT 2 0 2006 CHANHASSEN PLANNING DEPT CITY OF CHANHASSEN ZONING A2 - AGRICULTURAL ESTATE DISTRICT IOP - INDUSTRIAL OFFICE PARK DISTRICT BC -1 BLUFF CREEK PRIMARY OVERLAY DISTRICT 1 BC -2 BLUFF CREEK SECONDARY OVERLAY DISTRICT 2 SITE BOUNDARY f- REVISIONS 1 ' o Z� N VJ m N W m a W a a ~ o c yOPs sb3 d ab3 DES w 0 J d W v) O W z ZOO o C9 z U) @ W KQ a 2Lu z m O i Q x U p Lu U , w I 1 1 _v w w i I Il ` 1 I I � l I I 1 ox FF`, RIS 'f J PARK ROAD I I I I v NORTH N.T.S. CITY OF CHANHASSEN RECEIVED OCT 2 0 2006 CHANHASSEN PLANNING DEPT CITY OF CHANHASSEN ZONING A2 - AGRICULTURAL ESTATE DISTRICT IOP - INDUSTRIAL OFFICE PARK DISTRICT BC -1 BLUFF CREEK PRIMARY OVERLAY DISTRICT 1 BC -2 BLUFF CREEK SECONDARY OVERLAY DISTRICT 2 SITE BOUNDARY f- REVISIONS 1 ' o Z� N VJ m N W m a W a a ~ o c yOPs sb3 d ab3 DES DRAW/CHECK MTK/DBP DATE 10-20-06 SCALE: N.T.S. JOB NO. 6307-001 DWG. NAME ZONING MAP.DWG w 0 J d W v) O W z ZOO o C9 z U) @ W KQ a 2Lu z m O i Q x U p Lu U Q DRAW/CHECK MTK/DBP DATE 10-20-06 SCALE: N.T.S. JOB NO. 6307-001 DWG. NAME ZONING MAP.DWG Non -Scannable Item Item , Descrintion 2 CTS s Folder Number Folder Name Job Number Box Number 5-1 23 27 Co3q 4307 t-Jes po t' Prel w„wwrr 1 �Rws EPS 8uR` 2�d F/b Project: 6307-00/ /�y / I I to �j, p064hw r�y Date: &1/2 111 FRS Pv Description: T/ t�/Li OT i'tie Ph I. w.,w w. P/qw e eiecfron_c data conveyed by - _ the reoipient'a reference Daly ma, s[e riai _ST, INC. is sent f iProtected. The recipient agrees, b' his ren= 'a copyright nformation, to not alter the electronic data.The electronic ^ by '-is receipt of this data that the inforna•ior c recipient doze=s tra.^smisaion may be changed wi [ho-ut not if icatior. It the Ween+'.the This electronic information is not the certified v=-; Recipient agrees to hold Son -- -pert. and all claims. 9AT r 9ATHRE-BERGQfi1ST, INC. harmless _a o_an, warranties, expressed JorErmrlied, Inc, makes no representatorrom aor data Provided he with respect to the reuse - _ zewi^_: eg3_ry_t;s o.` its forma: cr Che mean's cofn use tas Sr,.isaior.. The_, :, user as to the acct a, °''a=antee or representation to the this data r any pczcc�e '_FencY, suitability, or reiiability o. aeeumes a---- ..c user accents t data "as is" and - cats, the aorees - _ :with its use. 9y acceptance of this _p it or any pad o. -" transmit this data or provide ac -,,- .C, _5, anesanclude with - tq another tarty url ess t the fiats - Dopy of t}as disc'aim<- ''e •user shai_ ,nc. aeaumes nc responsibility for SATERE-BSRGC-:__- incurred as a result of any user ,s r -=`sequential ..a- _=___.. -_,s data. Typical Non Facade Elevation V 0.0 WT1fR5 Y REK.LL HM N R K UP 4DIYC I'N' 1PoY BOAFD Typical Facade Elevation Typical Facade Elevation I' FEWE HM PI W LSwG I'N' 1 B 1 !J iflM19M1N iRY flI1 NO N�1F0 sT WIEER 5' 0.4 W fl r REY:K fl I "K W S1DNG 'N' 1 80/AD rre7 m UN m Typical Non Facade Elevation `Iv Mu TWMD F WA RK / EASEMENT PER Doc eD.Y PA ens2 4 BLUE CREEK PRIMARY ZONE 40' SBL , ' �/ ♦' J BLUFF CREEK PRIMARY ZONE / ,/ 1` I I 6 \ 7 // y/ 0 \ / 1 / EXISTING POND WARAS LOCATED—' ' � / \ �AO,pOy \ \ EDGE SEPTEMIOF BER� 28. 2008 [/ / a /' \ \\\ �� kk \ \ II I \ 1 \ I I \ I I 1 I 1 I II I i� TREE'[ UPLAN I I i TREED / UPLAND'\ zcu se s <;. 1 ` WETLAND 50 s- PARK NORTH 100 50 0 50 100 200 SCALE IN FEET DEVELOPER: Mutual Investments, LLC Attn: Bruno Silikowski 3615 Zircon Lane North Plymouth, MN 55446 Ph 612-850-8398 I / A A T1/ \ I& A A r 1 —AREAL Prom DRIED 2ao6 I IN - ,,+ \� \' v� 2 \ UIP I i LLI� _�� \ I v ai Y9) 5 50 ' ♦ I ffi,e PONDNWL 906 , 0 � s HWL 908.5 �I "/v'� 00 I c� w®� WETLAND D @ is r r �. _ ae sA' y a stir„ ac ,•, ig. \\ ��' / ' `V /V��`�V�/ % '� �� G �°' /\ ``P 1 I s 0090 �I / s / / / / / v4 v 70, s 9X5 / �s� ' ,$�Gt� /' \\ i PROPOSED ZONING - -:<: s 4 \\ 5 50 50 .�/ I is \ S / \ 71 I \ /' I IOP - INDUSTRIAL OFFICE PARK DISTRICT I ys>/; �,4p►/ \\ \\\//' i 401 i PLAN SET - SP - SITE PLAN s� vv vv o� i i i PP - PRELIMINARY PLAT PU - PRELIMINARY UTILITY PLAN \ \ \ Q `\ 6 i GP - GRADING, DRAINAGE, & EROSION CONTROL PLAN BOUNDARY SURVEY/ EXISTING CONDITIONS PLAN 7 \\` i I i i TS - TREE SURVEY I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY (IjI DIRECT SUPERVISION AN4 THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER L —T LAWS OF THE STATE F MINNESOTA. �Q ^M� DATE OCTOBER 19, 2006 REG. NO 1 REVISIONS BY U O J CL LL U) O LLJ Z Ir - Z Z I— Z W O • U� O 0 a z � z Z W N IUD 0)UF _ ^^ J rn _m L Z Q V O N W m Q i 1 � o Q �Uj 0 T � m i O �^ O LO f 4 -+- { -aco (n iAyl,Ilk3 2'OH3 p�S�G DRAWN R.S.M. CHECKED R.E.P. DATE 10-19-2006 SCALE AS SHOWN JOB NO. 6307-001 _E. BASE—AMP 101706.DWG SHEET SP OF SP SHEETS 10/ �ic: fo �i•r 1 =F b ero - a /vLf U O J CL LL U) O LLJ Z Ir - Z Z I— Z W O a � z Z W C- _ Z m = Q O � U � Q DRAWN R.S.M. CHECKED R.E.P. DATE 10-19-2006 SCALE AS SHOWN JOB NO. 6307-001 _E. BASE—AMP 101706.DWG SHEET SP OF SP SHEETS 10/ �ic: fo �i•r 1 =F b ero - a /vLf PROPOSED LOT LAYOUT NO SCALE U OUTLOT A LOT 1 LOT��UV 4 /�" I , I ,40000 `FRAU-- ROAD °a LOT 6 1 I I z� I LOT 5 �I I a I I LOT 7 I i L� � I , 1 12.34-'`� 1g326'A1: 6 /- 1 6 P' I PROPOSED LOT AREA INFORMATION Lot I - 152,577 Sq. Ft. - 3.50 Acres Lot 2 - 145,676 Sq. Ft. - 3.34 Acres Lot 3 - 65,812 Sq. Ft. - 1.51 Acres Lot 4 - 68,663 Sq. Ft. - 1.57 Acres Lot 5 - 99,878 Sq. Ft. - 2.29 Acres Lot 6 - 88,452 Sq. Ft. - 2.03 Acres Lot 7 - 77,821 Sq. Ft. - 1.78 Acres Outlot A - 949,374 Sq. Ft. 21.79 Acres Subtotal - 1,648,253 Sq. Ft. - 37.84 Acres R/W - 40,488 Sq. Ft. - 0.93 Acres (Audubon Drive) Total - 1,688,741 Sq. Ft. - 38.77 Acres M 1149.20 1104 6 (J EXISTING POND OF WATER AS LOCATED / - EOGSEPTEMBER 26. 2008 / tK oa � � NO 951 / // \000 1,688,741 Sq. Ft. Right of Way: 40,488 Sq. Ft. d,IG 336., PERMANENT Po T W rw MT PER ooc. i sns2 w c� ZZ w I gym I oN NZ I J ai LOT 6 \\ �OFFICE� I J'� I ,dp 1 / 00 /000 �i ' OT5 \\ / \ -41 U I� "2 OT 3 \\ \\\ / TREE aF- I I \ QW S ow 1N oa 1 ai= 1 _ & 1 r = OFFICE - II 1 5 L II II IIIIII JA�6 II LOT 7 10 11 00,0 ` - 8, �I � F3 , &OAD r- 5 �I I� \ I \% \\ 9n 2� i " II / / U -LAND 4 a II CLUBHOUSE 1 \✓/i� \ \\ \\ %� \\\ / �� WETLAND II MUSEUM 1 1� so°Oy j/ 69 I / / LOT 1 it ��5pl.EDGg II �\ 1E NE �NP M , s OUTLOT AaI` c1q r-�� \\\\ ��' o Irl/ 50 50 Irl 10 17 s / J� I J 156 lop o ` p .INL- od/ �` \ / /O/ h J Y .�\ ��lop op15 40� lop I "0 / / LOT J X00 / NORTH SCALE IN FEET OWNER MUTUAL INVESTMENTS, LLC 3615 Zircon Lane North Plymouth, MN 55446 Tel:612-850-8398 Contact: Bruno Sllikowskl CIVIL ENGINEER/LAND SUR Sathre-Bergquist, Inc. 150 S. Broadway Wayzata, MN 55391 Tel: (952) 476-6000 Fax: (952) 476-0104 Contact: Bob Payette - Engineer David Pemberton - Land Sun CURRENT ZONING IOP (Industrial Office Park) A2 (Agricultural Estate) PROPOSED ZONING IOP (Industrial Office Park) HARDCOVER CALCULATION Overall Lot Area: 1,688,741 Sq. Ft. Right of Way: 40,488 Sq. Ft. Platted Lot Area: 1,648,253 Sq. Ft. Wetlands: 640,428 Sq. Ft. Subtotal: 1,007,825 Sq. Ft. Buildings: 201,394 Sq. Ft. Paving: to L7 I L7 od O m LTJ 1 LU � Q L.L U) to J Q CC �W/ (,1) V J U) Ld yORs S`y� J 3co i I Q UJ V TC `` -r �I I� \ I \% \\ 9n 2� i " II / / U -LAND 4 a II CLUBHOUSE 1 \✓/i� \ \\ \\ %� \\\ / �� WETLAND II MUSEUM 1 1� so°Oy j/ 69 I / / LOT 1 it ��5pl.EDGg II �\ 1E NE �NP M , s OUTLOT AaI` c1q r-�� \\\\ ��' o Irl/ 50 50 Irl 10 17 s / J� I J 156 lop o ` p .INL- od/ �` \ / /O/ h J Y .�\ ��lop op15 40� lop I "0 / / LOT J X00 / NORTH SCALE IN FEET OWNER MUTUAL INVESTMENTS, LLC 3615 Zircon Lane North Plymouth, MN 55446 Tel:612-850-8398 Contact: Bruno Sllikowskl CIVIL ENGINEER/LAND SUR Sathre-Bergquist, Inc. 150 S. Broadway Wayzata, MN 55391 Tel: (952) 476-6000 Fax: (952) 476-0104 Contact: Bob Payette - Engineer David Pemberton - Land Sun CURRENT ZONING IOP (Industrial Office Park) A2 (Agricultural Estate) PROPOSED ZONING IOP (Industrial Office Park) HARDCOVER CALCULATION Overall Lot Area: 1,688,741 Sq. Ft. Right of Way: 40,488 Sq. Ft. Platted Lot Area: 1,648,253 Sq. Ft. Wetlands: 640,428 Sq. Ft. Subtotal: 1,007,825 Sq. Ft. Buildings: 201,394 Sq. Ft. Paving: 275,632 Sq. Ft. Hardcover: 477,026 Sq. Ft. 477,026/1,007,825 = 47% Hardcover ytoqkoaoG / , i ` 4 / I DESCRIPTION OF SUBJECT PROPERTY That part of the Southeast Quarter of Section 15, Township 116 North, Range 23, West of the 5th Principal Meridian described as: 141 / / / -�h Beginning at the Northeast corner of said Southeast Quarter; thence on an assumed bearing of North 89 degrees 00 minutes 25 seconds West'along the North line of said Southeast Quarter a distance of 2614.22 feet to the Northwest comer of said Southeast Quarter; thence South 00 degrees 59 minutes 45 seconds East along the west line of said Southeast Quarter a distance 1766.11 ATLANb feet; thence North 56 degrees 57 minutes 24 seconds East a distance of 669.01 feet; thence South 33 degrees 02 minutes 36 seconds East a distance of 39.63 feet; thence Northeasterly along a non-tangential curve concave to the Northwest having a radius of 1859.86 feet; a chord bearing of North 49 degrees 43 minutes 26 seconds East a distance of 394.93 feet; thence North 56 degrees 57 minutes 24 seconds East, not tangent to last described curve a distance of 323.97 feet; thence South 35 degrees 03 minutes 24 seconds West a distance of 22.98 feet; thence \ / Southwesterly 120.34 feet along a tangential curve to the right having a radius of 1959.86 feet; thence North 56 degrees 57 minutes 24 seconds East not tangent to last described curve a distance / of 1319.26 feet thence North 33 degrees 02 minutes 36 seconds West a distance of 12.50 feet; thence North 56 degrees 57 minutes 24 seconds East a distance of 495.70 feet to the East line of <i �� said Section 15; thence North 1 degree 15 minutes 22 seconds West a distance of 72.51 feet along the east line of said Section 15 to the point of beginning, according to the Government Survey a , Nc muL S! pG �s / thereof. Subject to easement for County State Aid Highway No. 17. o s o'so \ �.� Ss �� _ �i w EXCEPT which ties Westerly of Bluff Creek, the centerline of said creek described as follows: 120.34 / Commencing at the Northwest comer of the Southeast Quarter of Section 15, Township 116 North, Range 23 West of the 5th Principal Meridian; thence on an assumed bearing of South 89 E'D UPLAND �. P LAND / degrees 00 minutes 25 seconds East, along the North tine of said Southeast Quarter, a distance of 718.45 feet to the point of beginning of the centerline to be described; thence South 03 degrees U / -� 14 minutes 54 seconds West, a distance of 12.34 feet; thence South 12 degrees 17 minutes 21 seconds East a distance of 18.26 feet; thence South 86 degrees 42 minutes 32 seconds East, a 29 distance of 66.41 feet; thence South 00 degrees 11 minutes 36 East, a distance of 10.09 feet; thence South 26 degrees 53 minutes 49 seconds East, a distance of 11.25 feet; thence South 04 degrees 40 minutes 40 seconds East, a distance of 71.53 feet; thence South 08 degrees 34 minutes 33 seconds West, a distance of 513.32 feet; thence South 01 degrees 27 minutes 58 seconds East, a distance of 148.78 feet; thence South 08 degrees 14 minutes 13 seconds West, a distance of 114.78 feet; thence South 30 degrees 49 minutes 36 seconds West, a distance of 256.50 feet; / thence South 30 degrees 12 minutes 30 seconds West, a distance of 95.70 feet; thence South 22 degrees 09 minutes 40 seconds East, a distance of 29.71 feet; thence South 10 degrees 54 minutes 04 second West, a distance of 55.44 feet; thence South 14 degrees 39 minutes 10 seconds East, a distance of 15.14 feet; thence South 22 degrees 30 minutes 14 seconds West, a distance of 33.54 4 / \�/ J I hereby certify that this plan or specification was prepared by me or under feet; thence South 08 degrees 36 minutes 50 seconds West, a distance of 40.11 feet; thence South 10 degrees 58 minutes 44 seconds West, a distance of 16.30 feet; thence South 15 degrees 39 my direct supervision and that I am a duly licensed land surveyor under minutes 39 seconds East, a distance of 16.38 feet; thence South 06 degrees 00 minutes 17 seconds East, a distance of 33.74 feet; thence South 33 degrees 58 minutes 55 seconds east a distance of the laws of the State of Minnesota. 3.27 feet to a point on the Northerly tine of the Milwaukee, St. Paul and Pacific Railroad, said point distance 586.57 feet Northeasterly of the Southwest corner of the above described property, 40�OJ/ �� as measured along said Northerly Railroad line, and said line there terminating. _ Dated this 19th day of October, 2006. �6,,3p _ / / / J That partof the Southeast Quarter of the Northeast Quarter of Section 15, Township 116 North, Range 23 West of the 5th Principal Meridian described as: ,\ �J SATHRE-BERGQUIST, INC. / \ Beginning at the Southeast corner of said Southeast Quarter of the Northeast Quarter; thence on an assumed bearing of North 89 degrees 00 minutes 25 seconds West along the south line of said 16.38 / ' ( Southeast Quarter of the Northeast Quarter a distance of 747.57 feet; thence North 35 degrees 03 minutes 24 seconds East a distance of 1.50 feet; thence Northeasterly 1042.48 feet along a -7 4 tangential curve to the right having a radius of 2814.79 feet to the East line of said Southeast Quarter of the Northeast Quarter; thence South 00 degrees 24 minutes 06 seconds East along the 33' k �,• �� \ I East line of said Southeast Quarter of the Northeast Quarter a distance of 738.57 feet to the point of beginning, according to Government Survey thereof. Subject to easement for County State David B. Pemberton, Minnesota License No. 40344 Aid Highway No. 17. Torrens Certificate No 24463 • UCD O 0 Zr` W v _ N U) t) M L0 �y Z ( ~ C W O m Q 1 LU � Q L.L Z T. to J Q �W/ O V J U) o `n yORs S`y� J 3co v'DBP 1 CHECKED GRG DATE 9/26/06 SCALE AS SHOWN JOB NO. 6307-001 AUDOBON MOTORPLEX FILE: PRELIMINARY PLAT.DWG TOWNSHIP - RANGE - SECTION 116-23-15 CARVER COUNTY BOOK: 153 PAGE: 25 PP W 1..� Oto co C O Z O 75; G Z T. to J Q �W/ 100 U CL LL O Q v'DBP 1 CHECKED GRG DATE 9/26/06 SCALE AS SHOWN JOB NO. 6307-001 AUDOBON MOTORPLEX FILE: PRELIMINARY PLAT.DWG TOWNSHIP - RANGE - SECTION 116-23-15 CARVER COUNTY BOOK: 153 PAGE: 25 PP / I / I / al �I - FIA RK NORTH l BLUFF CREEK PRIMARY ZONE 40' SBL BLUFF CREEK PRIMARY ZONE 6 /� / 60 00' EXISTING POND / WATER AOS LOGAiED�� j EOGSEPTEMBER 20. 2008 / L r 0 I TREED i UPLAND` a ( \ rwms5s WETLAND VSEM. � � w ��cLU 'ur o I 1 \ o m 1 MI /\ I of rclul+o R+oM 1 BEW 5y 10 ' 1A, _ 50 PARK 11 la. I u� 11 I—AEWk PHOTO OAIED 2008 f 1 0� .0 50 50 A 150 \ �,< POND NWL 906 o G 31' ' rwms HWL 908.5 � � ,:,� �� 9 �j s �� i 00 WETLAND ' i i % w` /+ sm - 9 Go� I I w's i i - ,r i i a i i ♦ Co. i .s t . ;p 50 QPM/ /' \\J `\ \ I 50 50 I \ I � a I � i /KL _ WETLAND nor 1 o 9� TREED mss/ UPLAND \� / EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. 3 V551 a 40 1 ' i I o I 100 50 0 50 100 200 SCALE IN FEET GENERAL NOTES: 1. THE EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PROTECT ALL EXISTING UTILITY FACILITIES. 2. THE CONTRACTOR SHALL PLACE STAKED HAYBALES AROUND STORM SEWER INLETS AND MAINTAIN THEM AS AN EFFECTIVE SILT CONTROL DEVICE. THE HAYBALES SHALL BE REMOVED WHEN THE PARKING LOT IS PAYED. 3. A 3/4" CRUSHED ROCK ENTRANCE BERM SHALL BE PLACED AT ALL 3 SITE ENTRANCES, TO REPLACE SILT FENCE, AND MINIMIZE EROSION ON TO THE STREETS. THE ROCK BERMS SHALL BE THE WIDTH OF THE ENTRANCE AND 2 FEET HIGH WITH 4:1 SLOPES. 4. THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE AWAY FROM THE BUILDING AREA THROUGHOUT CONSTRUCTION. 5. THE CONTRACTOR SHALL ATTEMPT TO PREVENT SOIL MATERIALS FROM LEAVING THE SITE BY EROSION AND VEHICLE WHEEL TRACKING. HE SHALL BE RESPONSIBLE FOR CLEANING OF STREET, BOULEVARD AND UTILITY FACILITIES THAT RECEIVE ANY ERODED OR TRACKED SOIL MATERIAL OR OTHER CONSTRUCTION DEBRIS OR MATERIAL. I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. �p ��DATE OCTOBER 19, 2006 REG. NO �n U) 0 M �LoLo Ocz C N } Li W Q I � UJ O 2 F- Q0 U^ o J Lo SYMBOL LEGEND DESCRIPTION PROPOSED EXISTING FUTURE MINOR CONTOUR Qz MAJOR CONTOUR O LOT LINE a. - - WATERMAIN WM -Wm-- -WM- - BUILDING SETBACK BOUNDARY - - - PARCEL BOUNDARY LINE DRAINAGE AND UTILITY EASEMENTS - - - - - - - - - - - - - - - - - - - CURB AND GUTTER RIGHT-OF-WAY 2 DRAINTILE W/CLEANOUTS- Z z BACKYARD CATCH BASIN a a 33 - -n- - CATCH BASIN -30 30- -- STORM SEWER MANHOLE ® 3b ® 30 - -w - FLARED END SECTION W/RIP-RAP Z) CL Q STORM STUCTURE LABEL 02 SANITARY STUCTURE LABEL O3 ( SANITARY SEWER MANHOLE ® �- 0 - �- HYDRANT -WM- WM- -WM - - M-*--- GATEVALVE -WM---4k-WM- -Wm A WM- -WM-A--WM- WELL OO OO OO DRAIN FLOW/RUNOFF ARROW EMERGENCY OVERFLOW SWALE SOIL BORING LOCATION SILT FENCE TREE PRESERVATION FENCE - - - - - BARRICADE ® OR ME313LN Tr OR ® Ti OR SPOT ELEVATION . seAp x veep „ aeo° TBC SPOT ELEVATION ®nm UTILITY POLE LIGHT POLE HANDICAP PARKING SPACE I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. �p ��DATE OCTOBER 19, 2006 REG. NO �n U) 0 M �LoLo Ocz C N } Li W Q I � UJ O 2 F- Q0 U^ o J Lo DRAWN R.S.M. CHECKED R.E.P. DATE 10-19-2006 SCALE AS SHOWN JOB NO. 6307-001 BASE -AMP 101706.DWG SHEET UTL1 OF UTO SHEETS z LL; Q < O J a. > 1- c z z .�, z w Z ww 2 V! Z z m= J O z Of Z) CL Q U DRAWN R.S.M. CHECKED R.E.P. DATE 10-19-2006 SCALE AS SHOWN JOB NO. 6307-001 BASE -AMP 101706.DWG SHEET UTL1 OF UTO SHEETS BLUFF CREEK PRIMARY ZONE 40' SBL �� ' 00 oLUFF \,TCCCT\ r(�IIVI/'1R 1 /-UIVL- EXISTING POND ` TED— / / ' sez PS LOCA / 931.35 — EDGE OF IN' 2006 ' / SEPTEMBER 26. 2 -933.5 \�• 0 TBC -933.( 501 ......... 9 9M.0t I}/ 06.0 O � mm S I � POND APRO1 qWL 906 INV 901 WL 908.5 VETLAN D ' " ° m \'N `i� ib'fvi / / EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. l I .;® V IV O cen �� TC 931.5 INV 927.5 ^ vo 8"iNV' -9"s B" q� 6"WM� Rc \ 1 � x CBMH28 RCA TC 949.0 21 --- INV 9445 --TOTAL-- i TOTAL -F PARKINS ---j SPACES--' " . -- -- 111 t4rA t I CBMH24 TC 9381V INV 934 1 0 100 50 0 50 100 200 SCALE IN FEET GJARD RAIL— I / 'II / I / / I NORTH GENERAL NOTES: 1. THE EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PROTECT ALL EXISTING UTILITY FACILITIES. 2. THE CONTRACTOR SHALL PLACE STAKED HAYBALES AROUND STORM SEWER INLETS AND MAINTAIN THEM AS AN EFFECTIVE SILT CONTROL DEVICE. THE HAYBALES SHALL BE REMOVED WHEN THE PARKING LOT IS PAVED. 3. A 3/4' CRUSHED ROCK ENTRANCE BERM SHALL BE PLACED AT ALL 3 SITE ENTRANCES, TO REPLACE SILT FENCE, AND MINIMIZE EROSION ON TO THE STREETS. THE ROCK BERMS SHALL BE THE WIDTH OF THE ENTRANCE AND 2 FEET HIGH WITH 4:1 SLOPES. 4. THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE AWAY FROM THE BUILDING AREA THROUGHOUT CONSTRUCTION. 5. THE CONTRACTOR SHALL ATTEMPT TO PREVENT SOIL MATERIALS FROM LEAVING THE SITE BY EROSION AND VEHICLE WHEEL TRACKING. HE SHALL BE RESPONSIBLE FOR CLEANING OF STREET, BOULEVARD AND UTILITY FACILITIES THAT RECEIVE ANY ERODED OR TRACKED SOIL MATERIAL OR OTHER CONSTRUCTION DEBRIS OR MATERIAL. I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. REVISIONS BY UC) SYMBOL LEGEND z DESCRIPTION PROPOSED EXISTING FUTURE MINOR CONTOUR 1 U) 0 M O MAJOR CONTOUR az B,r - (D LOT LINE ry Q - - WATERMAIN _WM_ _WM_- -WM- - BUILDING SETBACK BOUNDARY H O - - PARCEL BOUNDARY LINE DRAINAGE AND UTILITY EASEMENTS - - - - - - - - - - - - - - - - CURB AND GUTTER r RIGHT -OF -WAV tij Z DRAINTILE W/CLEANOUTS- 3 co 4u � pEg�cz BACKYARD CATCH BASIN i' ii30 0 30 - CATCH BASIN --BD 30 -N- -w- -m- STORM SEWER MANHOLE 30 a 30 30 0 3p- --a- _�D_ - FLARED END SECTION W/RIP-RAP N - -lb- STORM STUCTURE LABEL QZ SANITARY STUCTURE LABEL O O SANITARY SEWER MANHOLE ® ® ---=-^e- HYDRANT -WM�WM- -WM__x__WM- -WM—w___- GATEVALVE -WM--A--WM- -WM A WM- -Wm—D4-Wm- WELL QO 0 Q DRAIN FLOW/RUNOFF ARROW EMERGENCY OVERFLOW SWALE 0>E SOIL BORING LOCATION SILT FENCE - - -- - -� TREE PRESERVATION FENCE - - - - - BARRICADE OR ® TW- OR ® Tr OR SPOT ELEVATION TBC SPOT ELEVATION •+�� .�tt UTILITY POLE LIGHT POLE HANDICAP PARKING SPACE I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. REVISIONS BY UC) 0 0 z C6 P_ _ v N � 1 U) 0 M O J az rY (D ~ ry Q z z MW W Q 1 W� W H O 2 °° 2 U) '^ VJ o � Z W r J� tij Z y'0H3 3 co 4u � pEg�cz DRAWN R.S.M. CHECKED R.E.P. DATE 10-19-2006 SCALE AS SHOWN JOB NO. 6307-001 _E: BASE -AMP 101706.DWG SHEET UTL2 OF UTL3 SHEETS J J O J 11 rY U) _ U) F_ 0 z z F- Z W H 0 5� 2 U) Q z Z W W Z Z V) J � m 2 Q � O Z 2 a U DRAWN R.S.M. CHECKED R.E.P. DATE 10-19-2006 SCALE AS SHOWN JOB NO. 6307-001 _E: BASE -AMP 101706.DWG SHEET UTL2 OF UTL3 SHEETS WETLAND go,.;, 9 I 902.36a.� x APRONI INV 904.5 , O 9' 80344 3p(F -k, ourLET1 p 906.0 904 699 99p530 >0653f� r � pd�liTBC-930.5 .O \ \ SB3 / CBMHt 1s 0815 SB ON �9 v0 \ \ 939.60 / „�A� P�'q TC 933.0 ytia7c 930.9 sj° / / +9 INV sza.0 INV 927. •,<, \�"\ /CBMH14P OTC 931.5(� \ nq/� s� 9 50� INV 926.5O /j� \ 1',�p\'//� CgOV'� \ v AS'1'divi \ TC 2m.�o5 \V.3 q(' 909 11 12 PA \ .F93�'O 199 PCS/ / Pp A ^•� 68 QQ 0 I i \ CBMH13 CLU SE \/� 7C 930.5p\ \ INV925.5 \ \ \ ii O 0 I MUSE M 1 \ c J6e 56 I a TBC -932.0 CBMH12 % T \ NV 925.0 \2 dQ to y125CF- .0 M I@° k•RCa CBMH21 \ \ \ 0 C0)0TC 930.5 P `flwj NV 926.0 \ O \ \ 0 LL P I L a l 4 rBC-931.o A \v @io S2SJ' �� / \\ ���z��F \\ TC 931CBMH.5 / m,1\ �-/. -7B rt \INV 927.0/ .PGP��0 6-) i / 0 "CBMH11a m 9 / TC 930.5 5 INV 924.0"pP 90'a15 4.15 q. C TC S� 114V 923.0 / iJ0 G 2\ O / i3 LF k J0011"' CB23 0 " > / nnj / �`�o TC 931.5 "�00 INV 927.5 / s z / 9 NORTH GENERAL NOTES: 1. THE EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PROTECT ALL EXISTING UTILITY FACILITIES. 2. THE CONTRACTOR SHALL PLACE STAKED HAYBALES AROUND STORM SEWER INLETS AND MAINTAIN THEM AS AN EFFECTIVE SILT CONTROL DEVICE. THE HAYBALES SHALL BE REMOVED WHEN THE PARKING LOT IS PAVED. 3. A 3/4" CRUSHED ROCK ENTRANCE BERM SHALL BE PLACED AT o m / 11 i ALL 3 SITE ENTRANCES, TO REPLACE SILT FENCE, AND MINIMIZE '9 APRON 3 / ' ` / O / EROSION ON TO THE STREETS. THE ROCK BERMS SHALL BE THE INV 906.a `' WIDTH OF THE ENTRANCE AND 2 FEET HIGH WITH 4:1 SLOPES. lov CBMH3 TC 923.5 EO F- 924.6-"~ Q�kl = o / 4. THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE AWAY FROM THE BUILDING AREA THROUGHOUT CONSTRUCTION. 899 97 �Qo �m `` 41 '� \ 5. THE CONTRACTOR SHALL ATTEMPT TO PREVENT SOIL n a, m P ♦ / MATERIALS FROM LEAVING THE SITE BY EROSION AND VEHICLE 9p2>3 ,/% �@ i9�y o �mOti� 0 y \ @r0'r o° \ cA /��w / - / / s / \ WHEEL TRACKING. HE SHALL BE RESPONSIBLE FOR CLEANING OF ,q0 ?s " n `""°Py 2@ >\ CBMHB e�0 / / STREET, BOULEVARD AND UTILITY FACILITIES THAT RECEIVE ANY / <�.:.. 79>{,� M ^@� y,y. \,g�'F°�`r \ TC 926.5 ' ° ERODED OR TRACKED SOIL MATERIAL OR OTHER CONSTRUCTION sem', \ NV 921 �9 T / DEBRIS OR MATERIAL. S ° / q� \ 0 i TC 926.0 \ °_>. 699. '��p. INV 922.0 CBMH4 �p ° / /2� \ :�gqG9tiAA� CBMH9 INV / TC 922.7 c'p / tC „ K iy / 7C 926.5 926.93 / \ CB5 INV915.8 n �O�, / �,...� �'3� INV 921.5 (J / 01? TC 922.5 5 INV 919.0 2� cP SIBSa O�QG�� X15 / so �\ n 928.07 / 91644 @'91?o�s / Ay ol .16 n p @c 's / is tri '19 7-ec-822js \ S�O�P 992 / / �J ; CBMHTC 923.7 / \ TBC -922.5 \ ` / i INV 916.5 \ / 13 . \ SB7 G9 \ \ eGg2� rN '\ \921.69 /icyP - A / "c V :fpo 400v 1�5 Ow F�ni=_ CB7 / j tos TC 920.6 / \ INV 918.0 /� / L) . / \ \ / �'` / I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE 100 50 0 50 100 200 DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING THE LAWS OF THE STATE OF MINNESOTA. UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY SCALE IN FEET AND ALL EXISTING UTILITIES. DATE OCTOBER 19, 2006 REG. NO 5 / REVISIONS BY ' Ucoco SYMBOL LEGEND Z6 DESCRIPTION PROPOSED EXISTING FUTURE MINOR CONTOUR - `--- --Q?211 C58 O MAJOR CONTOUR ------- Qro---s x-960� rn V LOT LINE 44~ - WATERMAIN WM -Wm-- -Wm- - BUILDING SETBACK BOUNDARY - ---- -- 0 - - PARCEL BOUNDARY LINE 1 ~ DRAINAGE AND UTILITY EASEMENTS - - -- - - - - - - - - - - - - CURB AND GUTTER 0?'S S��1 RIGHT -OF -WAV Z co ++- a DRAWTILE W/CLEANOUTS- OSS\�' m BACKYARD CATCH BASIN 30 0 39 - - -m- - CATCH BASIN 3b 30 -36 0 39 - -Dl,- -m- -w - STORM SEWER MANHOLE 30 a 30 30 a 30 - - -o-- -B- - FLARED END SECTION W/RIP-RAP 30 <0 - -H- - STORM STUCTURE LABEL Q2 SANITARY STUCTURE LABEL O OS SANITARY SEWER MANHOLE ® ® - 9 HYDRANT -VVM--X--WM- -Wm--T--- -WM- - GATEVALVE -WM A-WM- -WM A WM- -Wm-D9-Wm- WELL O OO O DRAIN FLOW/RUNOFF ARROW =_= EMERGENCY OVERFLOW SWALE E SOIL BORING LOCATION SILT FENCE - -- - - - -� TREE PRESERVATION FENCE - - - - - BARRICADE ® OR ® Tr- OR ® Tt OR NOLXM SPOT ELEVATION r A r 9wj) x ybo.o TBC SPOT ELEVATION •� •�� UTILITY POLE LIGHT POLE # 3 HANDICAP PARKING SPACE TC 920.6 / \ INV 918.0 /� / L) . / \ \ / �'` / I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE 100 50 0 50 100 200 DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING THE LAWS OF THE STATE OF MINNESOTA. UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY SCALE IN FEET AND ALL EXISTING UTILITIES. DATE OCTOBER 19, 2006 REG. NO 5 / REVISIONS BY ' Ucoco O 0 Z6 _ 04 rn U M O U) C Z � rn V � 44~ LU z 1 ?� NW L.L 0 0] 2 1 ~ IrW /^ V, O Lo W 0?'S S��1 J'17 Z co ++- a 1. 3 ��� 2/0H3 OSS\�' VI\ vvlm R.S.M. CHECKED R.E.P. DATE 10-19-2006 SCALE AS SHOWN JOB NO. 6307-001 FILE: BASE AMP 101706.DWG SHEET UTL3 OF UTL3 SHFFTS Q J _j O CL -J J C LL � � oz z Z w i- p 2i D IrW W Q <VJ Z J m = Q Z CL Q U VI\ vvlm R.S.M. CHECKED R.E.P. DATE 10-19-2006 SCALE AS SHOWN JOB NO. 6307-001 FILE: BASE AMP 101706.DWG SHEET UTL3 OF UTL3 SHFFTS \ ` CONSTRUCTION SEQUENCING 1. INSTALL SILT FENCE, AND/OR TREE PRESERVATION FENCING AT GRADING LIMITS, AS REQUIRED BY �/^ - ♦ THE CITY OF CHANHASSEN OR DIRECTED BY THE ENGINEER. ♦\ `� 2. THE WATER QUALITY POND MUST BE EXCAVATED AT THE BEGINNING OF GRADING OPERATIONS ♦\ TO PROVIDE TEMPORARY STORM WATER DETENTION DURING CONSTRUCTION. SAND AND SILT MUST BE REMOVED FROM THE POND AS NECESSARY DURING CONSTRUCTION AND AT THE COMPLETION OF \ \♦ \ �\ `♦ THE PROJECT (INCIDENTIAL TO POND EXCAVATION). FEW A1FyT' / 577112 NT ND 50 50 3. BEGIN GRADING, INSTALL PERFORATED RISER PIPE IN PONDS WHEN POND GRADING IS COMPLETE. D / I ' °n°2 — — — — — \ \ TEMPORARY DRAINAGE PIPE SHALL BE USED FOR INTERMEDIATE DRAINAGE DURING THE AI \ ♦ CONSTRUCTION PERIOD AS NECESSARY AND DIRECTED BY THE ENGINEER. INSTALL SILT FENCE / \ \ \ AROUND EXCAVATED PONDS. /–- i 4. FINISH GRADING WHILE INSPECTING PONDS, SILT FENCE, AND RAINFALL CONDITIONS AS / ii / 1 I PARK E \ \ \\ I REQUIRED BY THE NPDES PERMIT AND THE CITY OF CHANHASSEN GRADING PERMIT. / / // ROAD 5. INSTALL WOOD FIBER BLANKETS (IF ANY) AS NOTED ON THE GRADING PLAN AND COMPLETE 4 �\ \\ l\ ` RESTORATION. ^ ` 6. REMOVE PERFORATED RISER PIPE WHEN STORM SEWER AND OUTLET STRUCTURE FOR PONDS — J / ARE INSTALLED. — — — — — — / \ 1 ♦ \BLUFFCREEK PRIMAR.�ONNEE 40' SBL 5�k' v BLUFF CREEK PRIMARY ZONE 6 vvv oGy° ' "� � ' j� \\ � �/� �\ P' � ;o. EXISTING POND T�L TNH / /\ /\\ ,5 \\ / 956.10 / I 1 �AS LOCATED ' R2B. 2008q '90�,0� A. I `'��o OFFICE r I a _ 50 50 AIM I T, 13 / d o OT , lt56 O U TLOT A —}..f / UPLAND= /- WETLAND o NE M $ L� a 1—AEiBAI PHOTO DAZED 2008 - m O I ti \ ru.E w j/ ,Vj � e ^�a�+-� a LL, n \\\ \ 'FDT� /. �x/ 5 50 POND �a 9 e v ) yds ,d dv��� A/ 'NWL 906 HWL 908.5 tA, «o a. y . u. a >.. ..'. 9 w ». M WETLAND t' rrr"'RRR111 \ ��F6KTF A€ ---r—-,,�»✓✓f ``N__ � � I�eaPawcaNslBucrlDn) �, IF G w 41 Fl� 4 Q' ' vv 5 150 I r + 1 WETLAND 01 / \ \ ' REED 1 UPLAND // �/ / / \ \ ' \ NgRTD EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING 100 50 0 50 100 200 UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY SCALE IN FEET AND ALL EXISTING UTILITIES. R 50 I 1 HARD SURFACE PUBLIC ROAD 2P MINIMUM J oT 1•ror c`w WASHED ROCK NOTES: I ROCK SIZE SHOULD BE 1TO r IN SIZE SUCH AS MW OOT CA -1 OR CA- 2 COURSE AGGREGATE. 2. A GEOTEXTILE FABRIC MAY BE USED UNDER THE ROCK TO PREVENT MIGRATION OF THE UNDERLYING SOIL INTO THE STONE. 3, THE ROCK ENTRANCE BERM SHALL HAVE A MINIMUM DEPTH OF 2 FEET AND A MAXIMUM SLOPE OF 4:1. STANDARD DETAILS ROCK ENTRANCE BERM POST (METAL OR WOOD 2•X2, DIRECTION OF RUNOFF FLOW Z1-V "-UNDISTURBED SOIL SILT FENCE DETAIL STANDARD DETAILS MESH (1-12• MIN. GA) R FABRIC (36' MAX HT.) FILL VX6'TRENCH NOTES 1. DIG A 6'X(5' TRENCH ALONG THE INTENDED FENCE LINE. Z DRIVE ALL POSTS INTO THE GROUND AT THE DOWNHILL SIDE OF THE TRENCH. 3. WIRE FENCING PER HENNEPIN COUNTY CONSERVATION DISTRICT EROSION AND SEDIMENT CONTROL MANUAL. WIRE MESH MUST BE A MINIMUMOF2'INTOTHEGROUNDANONO MORETHAN36'ABOVETHE ORIGINAL GROUND SURFACE. 4. LAY OUT SILT FENCE ON THE UPHILL SIDE ALONG THE FENCE LINE, AND BACK FILL. 5. WOOD POSTS MAY BE SPACED UP TO 4 FEET APART IF WIRE MESH IS NOT USED TO SUPPORT THE FABRIC. IF WIRE MESH IS USED TO SUPPORT THE FABRIC STEEL POSTS MAY BE SPACED UP TO FEET APART 6. REMOVE SILT FENCE AFTER TURF IS ESTABLISHED. STREET BECTON - CLS rr BITUMINOUS -2'/1.5' PAD HOLDDOWN-1.0 TO SUBGRADE POND 10:1 BENCH (1.01 THEN 4:1 MAX ALL SLOPES 3.1 MAX INSTALL WOOOFISER BLANKET ON 3:1 SLOPES 8,730 BY SILT FENCE 2,400 LF AROUND POND -760 LF RESTORATION -18.5 ACRES I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. �p ��DATE OCTOBER 19, 2006 REG. NO 502 C� REVISIONS BY ' U0 SYMBOL LEGEND Z DESCRIPTION PROPOSED EXISTING FUTURE MINOR CONTOUR 1 U) -Sg �L0 MAJOR CONTOUR 0 - // LOT LINE } - WATERMAIN —WM— —WM-- -WM- - BUILDING SETBACK BOUNDARY --- --- 0 D' - - PARCEL BOUNDARY LINE Z Z Q� DRAINAGE AND UTILITY EASEMENTS - - - - - - - - - - CURB AND GUTTER CDJO22 ORS 5��1 26 RIGHT-OF-WAY , a (� �ti/ON-3 3 0 DRAINTILE W/CLEANOUTS - - -� S-- - - - - - - - - �--- - - BACKYARD CATCH BASIN ♦-�� W - �B- �- - CATCH BASIN = - - STORM SEWER MANHOLE 3b 0 30 3-0--®--$B— - -BB- -0-- -w- wFLARED FLAREDEND SECTION WIRIP-RAP�B- J U STORM STUCTURE LABEL Q SANITARY STUCTURE LABEL 3 O$ SANITARY SEWER MANHOLE ® ► ® - -�� HYDRANT -Wm--I--Wm- -WM� - -WM—*-WM- GATE VALVE -WM A WM- -Wm----A--Wm- - Wm-A--Wm-WELL Oo pp O DRAIN FLOW/RUNOFF ARROW EMERGENCY OVER SWALE E SOIL BORING LOCATION SILT FENCE - - -- - - - -� TREE PRESERVATION FENCE - - - - BARRICADE r= OR ® Tt OR ® TT OR WIMN SPOT ELEVATION x 9eDA . eBOA ,,, 9eOa TBC SPOT ELEVATION •znm .®n ..»,.:� UTILITY POLE CQT LIGHT POLE HANDICAP PARKING SPACE ®, I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. �p ��DATE OCTOBER 19, 2006 REG. NO 502 C� REVISIONS BY ' U0 O O Z d' C14 CV Lr) 1 U) M �L0 0 Z // Q Q } W J W >- W W L.L 0 D' 2 D] Z Z Q� 0 Cn - W CDJO22 ORS 5��1 26 J� cor' /+f I , a (� �ti/ON-3 3 0 Z vvvrIv R.S.M. CHECKED R.E.P. DATE 10-19-2006 SCALE AS SHOWN JOB NO. 6307-001 FILE: BASE -AMP 101706.DWG SHEET GP1 OF GP3 SHEETS 0 O W0 J ~ U � J �Ov) W 4 O Z Z W 0 - W CDJO22 2 z Z fn �0 LL Z W W wZ = U) Z O Q Q J U mZ Q � Q U � vvvrIv R.S.M. CHECKED R.E.P. DATE 10-19-2006 SCALE AS SHOWN JOB NO. 6307-001 FILE: BASE -AMP 101706.DWG SHEET GP1 OF GP3 SHEETS PARK s ROAD /9�- j026 q'Lb/q'1,ti u I � / qM1 / / 'Lb 0i9 gN g°$ / BLUFF CREEK PRIMARY ZONE 40 SBL - � �j� 9ry9�ry / � EXISTING CONTOUR ow=" niiiiiiiiiI miiiiiiiiiiii ==noun #000 o\ < NORTH oo��e \ OFFICE �o \ wo BLUFF CREEK PRIMARY ZONE ` / ey 5�. \ y6l 9 /FAQ m / 3o J _.,... �_%����\ �� O /> 40, SB1 ��, $�� 'o j/ a5ry I EXMH 934.11 \ / TC (p� p / '13% / is I I Op \ \ \V I ' \ / O , +BC. -934.5 \ � � _. � A\ V" \ W moi➢ � U � - �� � I 00 TBC- / // TSC -9 0 LF S(LT / c" '� '� 'L k I 9 x RENCE j- _ _`Y / / \\ , \\� v�j/G \ \ �� o r- ROCK EXISTING POND I / QENTRANCE y A V 77 \ CB20 $� s / �'2sw a�) .. BERM TC 933.0s\ / TNH INV 930.0 325 \ \ o // A 956.70, BC -933.5 \\ \ \\ / bCBMH29 f2X _ TC 949.0 , u o o SINS sa I / WATER AS LOCATED 931. \\ \\ p�02O ap\\ s� \\ // ^��e A EDGE OF 26, 2006 MBER / PTE �p%�G \ °A/CB Roo I Tc _� 906 _ - 4 - _ _ - - � \ \ \ .O ]L� \ CBMH1s o % 99 x Nv TC TOT; BC -933.5 \ \\ \\ -\ NV 9292 /� 0,.ip}\K SPA \ t� \ X g33. \� ' - _ �. .0 \ 01 MJNi aF. Jbi dpi J, api Atli TBC -933 / -\ o s �o eN/ e ,�a. 36� rel ao � I e \ \ T \ / 5a° +9 lJ I I m m 1 O 432 / \ k \ t9 v �G \ '�. \ // �e ° --=- / • / Og3o //eN \\ \\ s /�� \\ Q TC9330 u� INV 928.5 g v I JdO 50 N , I \ \ (945.06) TC 945.0 INV sa1.o L- 032 5 • \ ` N GUARD I I I A m ll 93P.5 p pv� �'\ ' \ S63 i m,� CUM H7 \\ RAIL X 18 ♦ CB r s8'.' I \ �-y \ \ 939.60 -,.p� C,o TC 933.0(' / n g1NTC 930 !,� \ V O \ ' \ / aL i- INV 928.0 _ i 33 \ / o �- pU A� �So C8MHt4\ c9 G A R I / / Tc 931 s ,L A4 A, / / g325o \ INV 926.5 ,\ cP `�� \ ;�N // \ '�.. \ O pn_\ e�. m I 900 WO FIB BBLfjNKET l I 56 I I 884 68 APRON1 INV904.5 16.30 I aVc lr. yhr. �y� a U' & SC •_ �k Ao OLFrLET1 I O 906. I�'MUSE M 1 68 56 56 J I I I � I M I m I 1LL_0 ((_ I It I ec RIP -RAP OVERFLOW 5'? Am AL 908.5 �. ��j (loxzsX2) o s 20 CY o p♦ � �-- CBMH11a All, (, �'a, / g 1C 930.5 4.15 95 INV 924.0 EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. \ O \ � o o / 14 i fit Gj3MH13 \ '\ WV - -4C 30.5 �o 'ft�925.5 \ CBMH16 \ mo \ TC 932.5 , Av \ k (/ \INV 927.3 f \9 \ 4( \ SO l \ T \\ kIV \ �do \ k \ �$\ X9325 \ k>o` a \ /CbMR12 10, T 2 \ ' TC 930.5 \ -9 \ \ CNV 925.0 00 p�G�y \ X,RCp TC 9305 2 0\ O /� \ P� \X/ P°e a NV 926.0 \ \� 7-BQ931.0 cp CBMH22 TC 931.5 / 0-1 ok 00 0� AWN 50 25 0 25 50 100 SCALE IN FEET Vm/ (939,'rTC �(T I I I I / / / I / I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. _DATE OCTOBER 19. 2006 REG. NO -10 REVISIONS BY UC) 0 Z Q 0) O) 1 rn VJ � O M to 0 ~O C7 Q � } W� m Q 1 W� � C/) Q m F_ Q(1) --� V, U) o � W t�a0 J�yORS J� 2> z°� 1) , J'y/ 3 `JH3 RC2 DE5 DRAWN R.S.M. CHECKED R.E.P. DATE 10-19-2006 SCALE AS SHOWN JOB NO. 6307-001 FILE: BASE -AMP 101706.DWG SHEET GP2 OF GP3 SHEETS Q O WQ ~O U LLI c/) C/) 06 0zz LL --� F-- Z W t�a0 F_ z°� Z w Z Lu O = (n Z Q (D U m Z Q 0 O + w U <r DRAWN R.S.M. CHECKED R.E.P. DATE 10-19-2006 SCALE AS SHOWN JOB NO. 6307-001 FILE: BASE -AMP 101706.DWG SHEET GP2 OF GP3 SHEETS 1 TREE'D UPLAND` r1 _EDGE OF WETLAND FROM 1 AERIAL PHOTO DATED 2006 A, Al AL _ I&av yu / 2 / �3 6 *10 A, 900WOQDFIB BUj KET 9°6 0, I ° OUTLOT A 8' / /g0 gp9 X I / I Sao rnl I INV 9 NI / a 916.30I INV 9N / q ,� WETLAND I i ` L a �0<P ( I 906.000 n51 w 9p4 B� o rn ! I m m m I AVL moi. SAL AL t CY �� m RIP -RAP OVERFLOW 9053 e I� Q� :m.. 908.5 (10X25X2) 20 CY `� S W, N L< PCA CBMH14 \ ` t 00TC 931.5 \ INV 926.5 y.\ \ o lob \ \ <o \ \ C \ 4 \ O / TC 932.5 CO .93 \\ \h✓ / / ��O \\INV 927.3Li- LL \\ } ���� J. .,y �► P Tui Hiii 930.5 POND 15 /INV 924.8 5y 8 app ` �G� a) O APRON4 X 31 -F - + 1.F NWL 906 NV 906.9 (� �� e 17, 0 p CBMWI �e yk eJ¢ ✓ ^�. 0$ m {� 9�9 NV 9230// HWL 904s3 WETLAND �a� ti \ 0 02 p\ O / \ V \ CBMH13 WV TC 930.5p INV 925.5 \ \ \ \ 00 G � _ T,� BC -932.0 \ -9 n \ o T CBMH12 \ G�,,NOy�`% \\ \ TC 930.5 \ V INV925.0 ��w/l \ \ RCP CBMH21 9"NO\v.\ 0 � \ X40 \\ 9 TC 930.5 INV 926.0 7 -BC -931.0 i h \ / • .as pO.LO CBMH22 �0�,2uTC 931.5 <p e NV 9270// iysv\ / "/ F o / I \ O Cc,�o `� �61, i 0 / <4 z TC931. INV j 900 a y`� APRON2� / AL AL �36p r_ pb � • � INV 90� y) 9pz9Nv B30 o O m p 40P APRON3 760 LF SILT FENCE % 910 - INV 906.0 a_. m AFTER POND CONSTRUCTION \ c ter: TC= - - t� 2 \ Tc _ f ., Q� / % JgJ\ � F� "� ` - ♦ �// y � /X 1000r, y ci Al, 90 ,i4<I `,& / : .. ^ S S o \A"13Cp^ s\\\ en 9� CBMH8 B',� / FENC �' s \\ PROPOSED CONT _ . C�0 926.0 INV N / / \ V9 CBMH9 INV. 93 L8 �O / 44 )C INV 921.5 NV9r 19C .01644 0 O [ (�I� / s X �'6 INV / t 6 44 O� `�" n J \ / / o 0 / X 928. 07Ac/ \ �0., �iLI�"� 9` / u ,�, � �2z ♦ � C :.:iJ. � aAlc � •' � / Lo Te t �9 )e / i� � itllc .,Y,. / . �^0 ry v C92� 0. q O�IV/ 9.y0 \ • �j �/ / \ \ / iy gl / \ FENCE sy�A9 GOej��� .�O�P CBMI-{C� 'LpN/ '/�1 TC'92 `g� /ocp ff °j �j - o \ s67 w� 2169 � � / \ r NORTH 00e 1�5 , �X y V6�� FENCES .'�/` FE�� 911 / O / 1 ` EXISTING CONTOUR / INV 1 \ rry �1go EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY 50 25 0 25 50 100 DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. SCALE IN FEET ^DATE OCTOBER 19, 2006 REG. NO 5 C� REVISIONS BY U(0 0 Z u _ CV 0) U/ A, Al AL _ I&av yu / 2 / �3 6 *10 A, 900WOQDFIB BUj KET 9°6 0, I ° OUTLOT A 8' / /g0 gp9 X I / I Sao rnl I INV 9 NI / a 916.30I INV 9N / q ,� WETLAND I i ` L a �0<P ( I 906.000 n51 w 9p4 B� o rn ! I m m m I AVL moi. SAL AL t CY �� m RIP -RAP OVERFLOW 9053 e I� Q� :m.. 908.5 (10X25X2) 20 CY `� S W, N L< PCA CBMH14 \ ` t 00TC 931.5 \ INV 926.5 y.\ \ o lob \ \ <o \ \ C \ 4 \ O / TC 932.5 CO .93 \\ \h✓ / / ��O \\INV 927.3Li- LL \\ } ���� J. .,y �► P Tui Hiii 930.5 POND 15 /INV 924.8 5y 8 app ` �G� a) O APRON4 X 31 -F - + 1.F NWL 906 NV 906.9 (� �� e 17, 0 p CBMWI �e yk eJ¢ ✓ ^�. 0$ m {� 9�9 NV 9230// HWL 904s3 WETLAND �a� ti \ 0 02 p\ O / \ V \ CBMH13 WV TC 930.5p INV 925.5 \ \ \ \ 00 G � _ T,� BC -932.0 \ -9 n \ o T CBMH12 \ G�,,NOy�`% \\ \ TC 930.5 \ V INV925.0 ��w/l \ \ RCP CBMH21 9"NO\v.\ 0 � \ X40 \\ 9 TC 930.5 INV 926.0 7 -BC -931.0 i h \ / • .as pO.LO CBMH22 �0�,2uTC 931.5 <p e NV 9270// iysv\ / "/ F o / I \ O Cc,�o `� �61, i 0 / <4 z TC931. INV j 900 a y`� APRON2� / AL AL �36p r_ pb � • � INV 90� y) 9pz9Nv B30 o O m p 40P APRON3 760 LF SILT FENCE % 910 - INV 906.0 a_. m AFTER POND CONSTRUCTION \ c ter: TC= - - t� 2 \ Tc _ f ., Q� / % JgJ\ � F� "� ` - ♦ �// y � /X 1000r, y ci Al, 90 ,i4<I `,& / : .. ^ S S o \A"13Cp^ s\\\ en 9� CBMH8 B',� / FENC �' s \\ PROPOSED CONT _ . C�0 926.0 INV N / / \ V9 CBMH9 INV. 93 L8 �O / 44 )C INV 921.5 NV9r 19C .01644 0 O [ (�I� / s X �'6 INV / t 6 44 O� `�" n J \ / / o 0 / X 928. 07Ac/ \ �0., �iLI�"� 9` / u ,�, � �2z ♦ � C :.:iJ. � aAlc � •' � / Lo Te t �9 )e / i� � itllc .,Y,. / . �^0 ry v C92� 0. q O�IV/ 9.y0 \ • �j �/ / \ \ / iy gl / \ FENCE sy�A9 GOej��� .�O�P CBMI-{C� 'LpN/ '/�1 TC'92 `g� /ocp ff °j �j - o \ s67 w� 2169 � � / \ r NORTH 00e 1�5 , �X y V6�� FENCES .'�/` FE�� 911 / O / 1 ` EXISTING CONTOUR / INV 1 \ rry �1go EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY 50 25 0 25 50 100 DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. SCALE IN FEET ^DATE OCTOBER 19, 2006 REG. NO 5 C� REVISIONS BY U(0 0 Z _ CV 0) U/ 0) M LO LOZ W Q U Q Q } W� J m a W o o =m 2 LLI (1)Q W CD LO W (D ORs 5��1 F_ z _j 3 c) 0N3 pES R.S.M. CHECKED R.E.P. DATE 10-19-2006 SCALE AS SHOWN JOB NO. 6307-001 FILE: BASE -AMP 101706.DWG SHEET GP3 OF GP3 RHFFT.R W Q U O <Y J~ U J 06QOzz LLI J f— zZ_ W (D F_ z _j z w Z LU Q z 2 VJ z m 2 U Q z O Ej F— TQ 2 < U � II Q R.S.M. CHECKED R.E.P. DATE 10-19-2006 SCALE AS SHOWN JOB NO. 6307-001 FILE: BASE -AMP 101706.DWG SHEET GP3 OF GP3 RHFFT.R NOTES 9.)BENCHMARK: 60 4c1ol, 2g/ \\ r I ✓ 1.) This survey does purport to show all underground utilities. The existing utilities shown are shown in an Top of top nut of fire hydrant at southwest quadrant of Audubon Road and Park Road. 13 approximate way only. The contractor shall determine the exact location of any and all existing utilities TNH = 948.99 fee[q, �:• before commencing work. The contractor shall be fully responsible for any and all damages arising out of / / I �I t I A4- his failure to exactly locate and protect all existing utility facilities. 10.) Any modification to this survey or sketch performed by any person other than the surveyor signing this certification or persons under his direct supervision shall nullify the validity of this survey. Only an original POWAN:ar abrf sa A�, 2.) Contact GOPHER STATE ONE CALL at 651-454-0002 for precise onsite location of utilities prior to survey with an original wet signature shall constitute valid certification. any excavation. / / I L - - 0 0+ i 3.) Commercial Partners Title, LLC Commitment for Title Insurance File No. 27354, effective date May 31,- 2006, was relied upon as to matters of record. / * PARK 4.) The subject property appears to he within Zones C and A, per the National Flood Insurance Program, / / j j / / l / NRROAD Flood Insurance Rate Map Community Panel No. 270051 0005 B, dated July 2, 1979 as acquired from the Federal Emergency Management Agency Web Site. 5.) Areas: L / // � // / / ' ry9 /y� j� / I I `V I W PareelA �' t-_ �/�%ry0�ryj/pry // / I o Net: 1,376,600 Sq. Ft. 31.60 Acres / 7 j - - //�//jj 9%/ / / to I W 52 R/W: 2,736 Sq. Ft. 00.06 Acres i 1 / /� NORTH Total: 1,379,336 Sq. Ft. 31.66 Acres / \ //// / / M I W 100 50 0 50 100 200 SCALE IN FEET ParcelNet : 273,345 Sq. Ft. 06.27 Acres / �` \ -�,♦ /l y / R/W: 36,060 Sq. Ft. 00.82 Acres �/ 4J Total:309,405 Sq. Ft. 07.09 Acres r / / / \ / /��`��\ \ \ / / / ( b d° o I (n t Gross: 1,688,741 Sq. Ft. 38.77 Acres \ _ ; , \ / % /� t / / /i \ \ / / / �) I M _ o 6.) Survey coordinate and bearing basis : Carver County/ / / / / / / / Z I 'J v // 0� / / z t 1 7.) Wetland(s) shown hereon is (are) per field location of stakes as set by Kjolhaug Environmental Servicesw / J EXISTING POND l �� // / / // ( / / / \ \ \ 4 f \ I Ld y Company, September 15, 2006. �J\' ` 7/ / l I `S 8.) Minnesota State Statute 383B.603 Subd.2 (Hennepin County Highways) states: Maps or plats filed for /y3a �% record under this section shall not operate of themselves or transfer title to the property described but such / WA za. A zoLOCATED-- maps shall be for descriptive purposes. \ \ ��-�" wA,/ / // / // / / �,/ /�4�� / J / / IIIUj _ NW CORNIER OF SEI/4 OF `� \ \ - � � _ - - _ // / /// / // / % ,e/ `%� SEC.15. TWP.116. ROE.23 / - - - \ ` _ - I ' -- (N89°00'25•W 2614.22) ----- \ \ - eo0�- - / - _ _ L- 1 Q0.° ' ° 00 N. OF'THE SEI/4 OF'SEC.15 - - - (869 '25'E 718.45) ' --- f------- N88022'03"W _ l 1149.20- _ - _ ��% �/� // // (/ // // \'� /// \ (�1;. \ �� I r (S3°1454 34 - - 5 F " / ' S03°53'16 W �22,•E� y y / / 5 /I / / L 1 \ - - - - --------- - I � 7 I SE CORNER OF SEI/4 0 I ��, T '` _ (N89° 'W 747 57 \ `` tyy?� THE NE1/4 OF SEC.15 2 '' , r I ` / \ S88 22"03E- 1 TWP.116, RGE 23 & r / NE CORNER OF SE1/4 OF 18 + 011 i� / / / / \\ 1 \ \ \ \ L / \ soo o 5 I / I / sEC.15, TWP.116, RGE.23 IDS ,...- )\/ ( \o5�E il� i lsa6 66,°09 tis 1 1�\/IlI IIII I \ \ \ \ \\ \\ ✓/ \ \ \ m \9351 II-S0000 5'54"E 71.99 °0°(N1°15'22•w 7251 )00 I � � �6°1Ss ���1• .• � ' TREED 1 .. ,. L r - I 1 S x.01 4 .. �./1 UPLAND\ j 0WETLAND q 9// \� � W A9 v� EODE Of M0ZADA Fl20M `-PENAL WOTO DP1FD 200! CV W50 50 I •� "' 1 r r r r r �, I i `�' f' I I // \ p�� // / // ° 0y� : /r r r ' __• / / / i / / \ ` ' / / / // / //� / ♦�1�� I W CV WP. _ N a _ r r r (1 /�„t r _ _ _ r (/ / / I / / \ ' 1 / / //� i �? c�° 02- / / ♦� J� I WETLAND / l / IJ l l \ / 1• / // / �O T&'� // /♦ �J; `♦'�.��� I I Z // ♦ ,r N / / -91q `\i / / / / N♦ <(^ `� J 7 , i---924�\�,i� _ / / / I v00Co 00 0 Ile co 0 I �/J 0 / rL \� DESCRIPTION OF SUBJECT PROPERTY co /j /� r ,y/ j / \ j p L - / �= / / / v �1 That part of the Southeast Quarter of Section 15, Township 116 North, Range 23, West of the 5th Principal Meridian described as: / r0 ' / / / � %/ - - - - J r +� / // / Beginning at the Northeast comer of said Southeast Quarter, thence on an assumed bearing of North 89 degrees 00 minutes 25 seconds West along the North line of said Southeast Quarter a O ,.yk / // / (^ distance of 2614.22 feet to the Northwest comer of said Southeast Quarter, thence South 00 degrees 59 minutes 45 seconds East along the west line of said Southeast Quarter a distance 1766.11 I "i° N Wr-TLANb / / / / / ` h O� / / / J feet; thence North 56 de 57 minutes 24 seconds East a distance of 669.01 feet; thence South 33 degrees 02 minutes 36 seconds East a distance of 39.63 feet; thence Northeaster) along a I as/ 'vj / o green ! Y g I ` o° a� _ / /`�/ /� %� `��0 / / / / �J `' non-tangential curve concave to the Northwest having a radius of 1859.86 feet; a chord bearing of North 49 degrees 43 minutes 26 seconds East a distance of 394.93 feet; thence North 56 `ydegrees 57 minutes 24 seconds East, not tangent to last described curve a distance of 323.97 feet; thence South 35 degrees 03 minutes 24 seconds West a distance of 22.98 feet; thence Southwesterly 120.34 feet along a tangential curve to the right having a radius of 1959.86 feet; thence North 56 degrees 57 minutes 24 seconds East not tangent to last described curve a distance ON I \ `\ ^ / / / / Y_ of 1319.26 feet; thence North 33 degrees 02 minutes 36 seconds West a distance of 12.50 feet; thence North 56 degrees 57 minutes 24 seconds East a distance of 495.70 feet to the East line of 1 % / '�� said Section 15; thence North 1 degree 15 minutes 22 seconds West a distance of 72.51 feet along the east line of said Section 15 to the point of beginning, according to the Goverment Survey .2 Y 1 11Q rx,� / �Z6� 's thereof Subject to easement for County State Aid Highway No. 17. i S`2?0O09 cV "� � / / j Frye° / / (J �' EXCEPT which fies Westerly of Bluff Creek, the centerline of said creek described as follows: el - 7 ° 0 4j TR EE' D o' ` / /x,120.34 / / Commencing at the Northwest corner of the Southeast Quarter of Section 15, Township 116 North, Range 23 West of the 5th Principal Meridian; thence on an assumed bearing of South 89 Si/ °3?, 8 t� ? Z,�0 OJT UPLAND �h�j j j j R=1959.86 / degrees 00 minutes 25 seconds East, along the North line of said Southeast Quarter, a distance of 718.45 feet to the point of beginning of the centerline to be described; thence South 03 degrees X04. ?64 9) � / // / / / / p=3°31'05" �� r/ 14 minutes 54 seconds West, a distance of 12.34 feet; thence South 12 degrees 17 minutes 21 seconds East a distance of 18.26 feet; thence South 86 degrees 42 minutes 32 seconds East, a 04•� w S J / // / / / / u , v distance of 66.41 feet; thence South 00 degrees 11 minutes 36 East, a distance of 10.09 feet; thence South 26 degrees 53 minutes 49 seconds East, a distance of 11.25 feet; thence South 04 S%4(OSt4o3g,1p* ,S _ _ _ // /j / j j / s / v r " degrees 40 minutes 40 seconds East, a distance of 71.53 feet; thence South 08 degrees 34 minutes 33 seconds West, a distance of 513.32 feet; thence South 01 degrees 27 minutes 58 seconds oo,"E) // / j j / / ♦ / \ East, a distance of 148.78 feet; thence South 08 degrees 14 minutes 13 seconds West, a distance of 114.78 feet; thence South 30 degrees 49 minutes 36 seconds West, a distance of 256.50 feet; 5 , , / j / / / ♦ J thence South 30 degrees 12 minutes 30 seconds West, a distance of 95.70 feet; thence South 22 degrees 09 minutes 40 seconds East, a distance of 29.71 feet; thence South 10 degrees 54 minutes I S 3 2°08'36" �4 ' '/� / !) 04 second West, a distance of 55.44 feet; thence South 14 degrees 39 minutes 10 seconds East, a distance of 15.14 feet; thence South 22 degrees 30 minutes 14 seconds West, a distance of 33.54 30'14+*9 W 33 54 \ ,/ j / / �' feet; thence South 08 degrees 36 minutes 50 seconds West, a distance of 40.11 feet; thence South 10 degrees 58 minutes 44 seconds West, a distance of 16.30 feet; thence South 15 degrees 39 I 5090 " / y�'3 / / / To Mutual Investments, LLC, Commercial Partners Title, LLC. and First American Title Insurance minutes 39 seconds East, a distance of 16.38 feet; thence South 06 degrees 00 minutes 17 seconds East, a distance of 33.74 feet; thence South 33 degrees 58 minutes 55 seconds east a distance of 2� h/ QQ Company: 3.27 feet to a point on the Northerly line of the Milwaukee, St. Paul and Pacific Railroad, said point distance 586.57 feet Northeasterly of the Southwest comer of the above described property, Si % �3j' so.W) _ �j9' / / !i �v This is to certify that this map or plat and the survey on which it is based were made in accordance as measured along said Northerly Railroad line, and said line there terminating. (S100 6 N/ �6 3 - /'� G. �A / / " with the "Minimum Standard Detail Requirements for ALTA/ACSM Land Title Surveys,' jointly W) 0 _ _ _ _ P1 � OJ�j 04 / � established and adopted by ALTA and NSPS in 2005. Pursuant to the Accuracy Standards as That part of the Southeast Quarter of the Northeast Quarter of Section 15, Township 116 North, Range 23 West of the 5th Principal Meridian described as: (S15039'39+E) _ _ g grO g�' / / adopted by ALTA and NSPS and in effect on the date of this certification, undersigned further S15° 01'17"E 16.38 ------ _ , ' �9 !� / v �� ^ certifies that in my professional opinion, as a land surveyor registered in the State of Minnesota, the Beginning at the Southeast comer of said Southeast Quarter of the Northeast Quarter; thence on an assumed bearing of North 89 degrees 00 minutes 25 seconds West along the south line of said /I G / r Relative Positional Accuracy of this survey does not exceed that which is specified therein_ Southeast Quarter of the Northeast Quarter a distance of 747.57 feet; thence North 35 degrees 03 minutes 24 seconds East a distance of 1.50 feet; thence Northeasterly 1042.48 feet along a \ ( o00' ; 55"E 33.7 4 , \ �/ ; / / / \ ^ tangential curve to the right having a radius of 2814.79 feet to the East line of said Southeast Quarter of the Northeast Quarter; thence South 00 degrees 24 minutes 06 seconds East along the \ S05 2� 71) Z� /�/ ,l A �� ( 002, ` / / /' Dated \ 26th da of September, 2006 East line of said Southeast Quarter of the Northeast Quarter a distance of 738.57 feet to the point of beginning, according to Goverment Survey thereof. Subject to easement for County State f, 3 / o pp � S3 0 -/ Aid Highway No. 17. \ � ` oy855 Z� E /g11�y6��• ,•�rL 39 2 23, � / / Y lY `00 / lI tiA O�rO 63 ei Ton Certificate No 24463 N' WAY LI E�OAD R/q�s _ t�c�°h �� ��j1 �s David B. Pemberton Minnesota Lisence No. 40344 • U� o O Zti to to VJ rn M L0 0 Z � rn F - NV w CO Q W o Q I..L O 2m 1 ~ ' ^ V J o to IORS 9('� �y6 J rn t -t- o 3 N3 DE Z Ua W �O UU JHU U) H~� o In O LL WW c 2Z H w H- Z W W N Z W ZIX - a CA CU O� U IL �aZ o <U � v ~ W U) 22 W O Q LL vnr♦vrrry DBP CHECKED GRG DATE 9/26/06 SCALE AS SHOWN JOB NO. 6307-001 AUDOBON MOTORPLEX FILE: BOUNDARY SURVEY.DWG TOWNSHIP - RANGE - SECTION 116-23-15 CARVER COUNTY BOOK: 152 PAGE: 25 SHEET 1 OF 3 LEGEND DIP DENOTES DUCTILE IRON PIPE RCP DENOTES REINFORCED CONCRETE PIPE & SIZE SMH DENOTES SANITARY MANHOLE CB DENOTES STORM CATCH BASIN ,• az i.o STMH DENOTES STORM MANHOLE 677/ / /1CW 5te TRS DENOTES TRAFFIC CONTROL SIGN / 3 / I UVLT DENOTES UNDERGOUND COMMUNICATION VAULT �9MFI1 /425 SAN DENOTES UNDERGROUND SANITARY SEWER / / / / 2 m NORTH $T DENOTES UNDERGROUND STORM SEWER / // /9 7 60 30 0 30 60 120 UP DENOTES UTILITY POLE / / 943.6•( B.1 SCALE IN FEET 9z� ULP DENOTES UTILITY / LIGHT POLE 9�e s, / y� :943.2 / %$ b q. 0� , 943.1 / g g2gLg *00 DENOTES WATER HYDRANT ��2&5 j0/0 ?/ Q 9 42.0 WM DENOTES WATER MAIN43.1 tx pct /js \yli 20.Z 0. 'y Dc .o °� 945.5 z WV DENOTES WATER VALVE 7 \ �s2a S� N / a 3 --sss.9- �. 0.3 camy)/��/L /go 1 / a WET A-1 DENOTES WETLAND DELINIATION & FLAG IDENTIFIER / / N 918.6 DENOTES EXISTING CONTOUR '/ t� f-'J1e\y// / / gk� f 10, S-1 980 DENOTES PROPOSED CONTOUR \\ / // Y / CW93 s • DENOTES FOUND IRON MONUMENT97/y4 / 42.2 �_ • 916.2 QQ DENOTES FOUND CAST -IRON -MONUMENT \ -914.8 ga�,s / 945 9482 / / /5 O DENOTES A 1/2 INCH BY 14 INCH IRON PIPE SET IN THE y�pPRO� / / GROUND AND MARKED BY LICENSE NO. 40344 912 7 / PT .2 9 4.6' I / m O 0 � m y iw. 4 Ja U/ +4 Z Z Q a W> m O 0 � m � ,Y: Y 4 N U/ 0) M WETLAND 7 69s NETT1-28 900.E y0ep 5 93 \ 1 \ 942.7 / � 954.70 / 953.9 903 E // /C jt 34` � 35� \ / F 948.1 / WAT / 9 0 2 6 WAT 7 \ • 9069 / / / 1 �\ ` / / / �` / \\ \ / / 950.0 CW53� \ 946.1 / • 950.8 KI 954. IT -90/1 907 // / . WAT I //3.P" / / / CW/.�0g/ • 934.4 / 940. / O ' 90 . / / -933.7 933.2/ CW51 ��C 3 903.5 918.9 // / `•948.6 / 953._• 903.5 EXISTING POND WAT / obi Q7� / • / / 98922..7. / 936.3 / \ \ " 2 WAT \ J \8� �O �� ��.. X� / 3k9 \ \ / �\41 904.2 / .977.8 / g`L \ / WAT / / \ \ \ \ . g ,�. ; ! g _ \ 904.8• 9 3.7 - 93 . / 1 1 / `�° O gI� /y� j ��433.s Z ,�.7 222 l/ 903.3 _ / N. 1 9 t , T • 938.4 �h• I \ / ii s.0 a / 903.3 WA IT _ EDGE OF 6 AS 2006 LOCATED- 3 4 1� .5 /�1 /�g�� / �M� / / l• 946.-\\ WATE2 900.9 \ °,gp 903.5 E SEPTEMBER 896.4 79 3� y J. 9 7 \ • �8 w / W / / 1 n)Dc 934.5 9.1 / • 949.3 9 90 6 984-5 903.4 903`_' WATT / •790.4 // •933.0 �J / Dc .g4 I Is WAT 903.4 WAT / �pc of \9p 909 wAr - _ �7S / / �0 Ff \ X08..2 8 -� �•ZJO�Eb �j0u.7`- • 905.3 / / / / / / / /g pc0 / / / I F _9bt1 907.4 X6.2 904.8 •904.8 ,� g 933.9 of J 907.6 4.907.806.-- • 905.7 06.0 9907_\ \ f90 / // �t� / / / • 936.7 951.2. 7 X5.0. g9p�p.7 90 i 9033 / � 901.2 0. T- • 902.2 • 901.9 -902.1 � - 04.1 � 902.6 WET 1 ' rx 7 / • 939. / / i� .�, 900's 899.9 90 J- W Jr _ W 00.5 .w .w / ` //`� / / / g'z 9 • 93Y.6 / / 94;i� • 946.2 ' • 949.4 I � ..- -" "� • 901 ;69 04.9 9 / S • 93a.1 \ I u 9 1. 9G1.4 = 01.7 WET ;_6 /9 228 / / /7/ 28.5 / • 938.5 ) \ I WEi 1-i �T 8B" 7 / / 939.6 \ �� �� 950.8 . 11ET t- / - 3.0 / • ,/ 9 .6 / 7 / - 9 .0 / / �• 936.3 , \ Q Ja .4 .4 ,4 �. Jc \9 J 943.7 1 \\ L'_ / /• 91 y. 41 . 9 9.0 , / � 5.4 . 93/ 7 -940.2 6W53 ` • ��.4 I I I 11 C 901.3 _� / I • 9�7.� 40.8 \ \ I CW 32 33 34VUr 904,2 / 939.2 , • 9485 ,r. ,4 ,4 ,e. / Z <' 9 2. i21 5I 27. • 933(4 35.7 \ • 938.9 . 938.7 �• ' • 944.7 \ \ 901.'A` I �1 ggg WE2 / / • 906.6 \ . 9 9h8.4.11 \ I I •WET 1-80 9266 \ \ \ \ 939.6 � . 9 7.4 I • 6 C \ 948.8• 902.6 \\ ` I 583 • 939 • 941.0 GULj` Iq • 911.6 \\ \ \ •25.61 \ • Q33.7 \ . 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"y� � Qt I00 91CD 3 9WEr8 �� _ 21.? 921. -1\ • 924.3 \ 925? 929.9 ` 7 5 ) /� 933.2 32 / gWEi 1-71 9C6. 1- WET 1-89 I ' �• 916.6 75.8 9' ' 208 92?, � I / \ A ••9�'�.4 1 40. / �� 3^ WET 907? WET 2A- 2i 9 WETS 1 i °'a 933.1 / WET to -1 906 WET 1 68 971,5 91 6 X44.6 1A� 920.9 -! 10.4 WET 1-6 .3WET 2A< 923.2 `1�ET 2A-5 2- 7.8 \ • 933. 0.1 Y, 3.4 / / 9!2 908.2 1- 911 W�,�a11,./- \ / 9G6.0 !/ L -.6p WET 1-85 917.95 _ 921.8 922-3JC 2 • 930.6 / 35.Y / WET 1A-2 i wEi 1- 6/ WET 2-9 I 28.0 �� 'c.7 ��� 912.2 1 1 / 923.6 ' ' / •25.4 /// WET'IA-11 j_Bg ,� 909.3 1-84 •MET 1-60 [A 0 15.8 29 WET1 �/ • 932. WET 1A-10 911.7 I / •929.5 / / 905.2 yy� 7_59 973.E / • 925.2 \ . / 93 . WET 1A-3 • 922.0 923. 23.7 / / .9 - / WET 2 24. 3 928. / WET 1-58 / 914.2 905.4 / • 93T1 / - / 932 WET 1R-4 +� ,w. 915 •fJ23.� 26.4 5 / I �9C6.6 911.8 / � / � I9MET6 / � 38:7 3. 904.5 926.0 2y 7' /� ` .8 <. ✓ \ WET to -5 WET 1A-9 WET 1-5 • y(133i14 / WET 2- (\ • 939.0 932. .9 / \ 904.6 / WETLAND 1 - ,9. / '�9 � �• •� .1929 2A- // 36G` / •93 3 WET 1A-6 y9�06.3 927.5 .meg WEi 7 1 A-8 91', .1 �' / f \ �' -� WET 2A-5' \ 7 .7 7 WET 1-56• / V 1 ,a. WET 3 � -w 4IZ 3-36 ,� ,w. ,4 / .940 .' I � 1 -928-6 9WET 2 93C u� � 93? / 7 ��\/ \ P'/�90`'f6• 906.6 9WET 1-55 - 9]3J�4.4 / •y923.8 / 928 6 _ -06-k3-jl� 932 /. 5 ��� J \ 0 1-37 % n rNET 3-34 jO 6/ 907.0 907.6 �J09.0t 0.9 / 97.7 / s o -5� ��3z go 3B. tT-4o WET 1-41 ' / I 2 .a 11 / 907.2• N WET 1-42 ` 914.¢1-54 17.4 l 92 .i ,yr 3 2 :4 / T 3./ /gp8 soa.a 9 . sto�g12 912.9 g'WE�t-�� I / / GwEr 2- '' 3 •93? 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(Y 2m -1O Q° U) O 0 -IORs Sid sy+ +-co o W U 3Go U) urvwnv DBP CHECKED GRG DATE 9/26/06 SCALE AS SHOWN JOB NO. 6307-001 AUDOBON MOTORPLEX FILE: BOUNDARY SURVEY.DWG TOWNSHIP - RANGE - SECTION 116-23-15 CARVER COUNTY BOOK: 153 PAGE: 25 SHEET 2 OF 3 Z a Ua -1O W Of D J J H W U U) cnHZ ~� m Z 00LL w W U) c 0 w Z O a W �Q-jEn Za~cu U w --j J Q P: (D < (- Z r v Z ��U W /^/ W O N� Of LL urvwnv DBP CHECKED GRG DATE 9/26/06 SCALE AS SHOWN JOB NO. 6307-001 AUDOBON MOTORPLEX FILE: BOUNDARY SURVEY.DWG TOWNSHIP - RANGE - SECTION 116-23-15 CARVER COUNTY BOOK: 153 PAGE: 25 SHEET 2 OF 3 • U0 o 0 Z w HCD N U) G M D 0 Z � rI� MW W Q I W� � O 2m F ~ QU) N J U) o `n yoRs �y6. 7� ++_ a 3 Z Q Ua W O > UwU � JHU H~Q n3 Z Z 00 Z c f- Z_ W W a O � Z a ~co U a �QZ C7 QUQ � Z w L ��w W Q H U) Of Vf VVTV DBP CHECKED GRG DATE 9/26106 SCALE AS SHOWN JOB NO. 6307-001 AUDOBON MOTORPLEX FILE: BOUNDARY SURVEY.DWG TOWNSHIP - RANGE - SECTION 116-23-15 CARVER COUNTY BOOK: 153 PAGE: 25 SHEET 3 OF 3 REVISIONS UC) 0 0 Z W _0 N 0) 1 v! 0) M � L0 Z � rn (D ~QN ry r W� co W Q 1 W ?� Q � ry O 2 m 2 W c O O 'Q VJ 2 yORS A / Sys X26 o +{ a 3co X W U � J nn co O Oa�z O O W c O z LL 2 c uJ >c cl Z z W > (1) in = W 0 Lu Z c m a Q U 0 F- Q JRS CHECKED DBP DATE 9/26/06 SCALE AS SHOWN JOB NO. 6307-001 AUDOBON TREE SURVEY FILE: TREE SURVEY.DWG TOWNSHIP - RANGE - SECTION 116-23-15 CARVER COUNTY BOOK: 153 PAGE: 25 TR NOTES 1.) This survey does purport to show all underground utilities. The existing utilities shown are shown in an approximate way only. The contractor shall determine the exact location of any and all existing utilities before commencing work. The contractor shall be fully responsible for any and all damages arising out of his failure to exactly locate and protect all existing utility facilities. 2.) Contact GOPHER STATE ONE CALL at 651-454-0002 for precise onsite location of utilities prior to any excavation. 3.) Commercial Partners Title, LLC Commitment for Title Insurance File No. 27354, effective date May 31, 2006, was relied upon as to matters of record. 4.) The subject property appears to lie within Zones C and A, per the National Flood Insurance Program, Flood Insurance Rate Map Community Panel No. 270051 0005 B, dated July 2, 1979 as acquired from the Federal Emergency Management Agency Web Site. 5.) Areas: Parcel A Net : 1,376,600 Sq. Ft. 31.60 Acres NORTH R/W: 2,736 Sq. Ft. 00.06 Acres Total: 1,379,336 Sq. Ft 31.66 Acres 100 50 0 50 100 200 Parcel B SCALE IN FEET Net: 273,345 Sq. Ft. 06.27 Acres R/W: 36,060 Sq. Ft. 00.82 Acres Total: 309,405 Sq. Ft. 07.09 Acres Gross: 1,688,741 Sq. Ft. 38.77 Acres 6.) Survey coordinate and bearing basis : Carver County 7.) Wetland(s) shown hereon is (are) per field location of stakes as set by Kjolhaug Environmental Services Company, September 15, 2006. 8.) Minnesota State Statute 383B.603 Subd.2 (Hennepin County Highways) states: Maps or plats filed for record under this section shall not operate of themselves or transfer title to the property described but such maps shall be for descriptive purposes. 9.) BENCHMARK: Top of top nut of fire hydrant at southwest quadrant of Audubon Road and Park Road. TNH = 948.99 feet 10.) Any modification to this survey or sketch performed by any person other than the surveyor signing this certification or persons under his direct supervision shall nullify the validity of this survey. Only an original survey with an original wet signature shall constitute valid certification. 1 4�701 - 40" ^ 11 o EX[STINGPONn / a LOCA EDGE SEPTEMBER�26.', 2006 a / NW CORNER OF SE1/4 OF � \ \ \s - -9 '. I--,'� - _' - / // / y P' ') M 1 a � SEC.15, TWP.116, RGE 23 r I ' 77 (N89000'25"W 2614.22) \ �(. N. OF, THE SE1/4 OF SEC.15 (889°00'25"E 718.45) i \\ 6( r ///// / / / \ /5?lr _ - =z_ N88°22'03"W 1 1149.20 f AM n (014'54"31h _ ' r . .LI �f•••, I (N890 'W 747.57) `\ } 803° 5316 5 2°1Tzt"e� ' / _ _ } ' / S l r I ,l 1 T \ -*- - 5�38�'03"E' , (S 18.26 '�.E� �� / 11II III 1 \ \ \ \ 1) 1 1 17OQ S1�°3859 604132�j41 �c}5o11,O(a�� . / /// \\\ \11 \ 1 \ L �)\ r ( \ 66, a9 5 I t // / - \\\ I 1 \I \ \ // soo o s3.8) II 00°c1�� p°26,��y y xlb 0�1 TREE'D 1 . r / / / / i I ( ( //) I `� �/� \� \94Z\ UPLAND` r r r . . / // / \� I ` 0 1 WETLAND 938- V, yWCn j I \ h 1 r r r r r r r r .• r r r �jj I I A i `` �_ - �1 I // \ p�� / / �� // W I \� W r, t _ r r / / / 1 / / I �, o0 ll U. (!1 �, J/ WETLAND�1-. /\r O I �� \ \fir. ter/ r /r l ( \�� 1 / / V' ¢J / \ z P� l / r r I l)`� s ( () 7 W N w14 0 OD 10, O�� too I/J0 ^ r r r / j / / / �, \� /� / / ( DESCRIPTION OF SUBJECT PROPERTY j' / // l a L That partof the Southeast Quarter of Section 15, Township 116 North, Range 23, West of the 5th Principal Meridian described as: / el 1 \/ I •� I A ScF+, I `s�• FS 0 �'0 �C• PARR 0 Z� t` \WAD v rW LON 0) � IZn 0) M o I� tf) Ln V ! I w Z i I W o_ Q Q } I3Io (� o l W Q t\_t�� N I ai ° t7 oI O W ti m 2 Io IW z J Ld 0 IW t I o 0 r I S�y� X26 I Gd 4-(- o 0 co Cr 3 S\Q1 H3 D� I �� I <_ L I<C I j SE CORNER OF SE1/4 OF H O THE NEI/4 OF SEC.15 ------- =1 TWP.116, RGE.23 k / NE CORNER OF SE1/4 OF I / SEC.15, TWP.116, RGE.23 / S00005'54 E 71.99 � (N1015'22"W 72.51) i W / W V N / / J O / a~ U 50 J J Q Z I I I I i I I U)Q�Q /ry •� +� / ` Beginning at the Northeast comer of said Southeast Quarter; thence on an assumed bearing of North 89 degrees 00 minutes 25 seconds West along the North line of said Southeast Quarter a I / % •� h r r / / / / X O ,Ik // / / / / / / (J distance of 2614.22 feet to the Northwest comer of said Southeast Quarter; thence South 00 degrees 59 minutes 45 seconds East along the west line of said Southeast Quarter a distance 1766.11 , Wi TLANb I / / / / j mss\ 1� �.\ �h� 000 / / / �� / feet; thence North 56 degrees 57 minutes 24 seconds East a distance of 669.01 feet; thence South 33 degrees 02 minutes 36 seconds East a distance of 39.63 feet; thence Northeasterly along a H non-tangential curve concave to the Northwest having a radius of 1859.86 feet; a chord bearing of North 49 degrees 43 minutes 26 seconds East a distance of 394.93 feet; thence North 56 y^>O�� - r / / / I / / degrees 57 minutes 24 seconds East, not tangent to last described curve a distance of 323.97 feet; thence South 35 degrees 03 minutes 24 seconds West a distance of 22.98 feet; thence ry F / ( `` �I \ f // j / / / / / Southwesterly 120.34 feet along a tangential curve to the right having a radius of 1959.86 feet; thence North 56 degrees 57 minutes 24 seconds East not tangent to last described curve a distance / ° 1 I \ r. / / / / of 1319.26 feet; thence North 33 degrees 02 minutes 36 seconds West a distance of 12.50 feet; thence North 56 degrees 57 minutes 24 seconds East a distance of 495.70 feet to the East line of (/J/ ,�'� 1 \ \ s z 2 / s� / / iC ��/\ said Section 15; thence North I degree 15 minutes 22 seconds West a distance of 72.51 feet along the east line of said Section 15 to the point of beginning, according to the Government Survey s o` / \ thereof. Subject to easement for County State Aid Highway No. 17. S`rS??°0 p l� '�% /\ / 9tie / / (J EXCEPT which lies Westerly of Bluff Creek, the centerline of said creek described as follows: CLQ O� I (l 2 9 A5 /� / 78e oo °h i R c -E D O / / 120.34 / Commencing at the Northwest corner of the Southeast Quarter of Section 15, Township 116 North, Range 23 West of the 5th Principal Meridian; thence on an assumed bearing of South 89 (S °3 C� ` O �i� UPLAND ��/j l� / j j R=1959.86 / degrees 00 minutes 25 seconds East, along the North line of said Southeast Quarter, a distance of 718.45 feet to the point of beginning of the centerline to be described; thence South 03 degrees JUN I 1005 2, w 2.9 p=3°31' 5" / �J J 14 minutes 54 seconds West, a distance of 12.34 feet; thence South 12 degrees 17 minutes 21 seconds East a distance of 18.26 feet; thence South 86 degrees 42 minutes 32 seconds East, a 04• {� 1j / / / / \ �/ / distance of 66.41 feet; thence South 00 degrees 11 minutes 36 East, a distance of 10.09 feet; thence South 26 degrees 53 minutes 49 seconds East, a distance of 11.25 feet; thence South 04 BUILDIN( (S1¢o `SS _ _ _ _ / /// j j / / / ? \ r \' degrees 40 minutes 40 seconds East, a distance of 71.53 feet, thence South 08 degrees 34 minutes 33 seconds West, a distance of 513.32 feet; thence South 01 degrees 27 minutes 58 seconds S140 39,10-F ) // // j j j / s/ / ` %- \ ` East, a distance of 148.78 feet; thence South 08 degrees 14 minutes 13 seconds West, a distance of 114.78 feet; thence South 30 degrees 49 minutes 36 seconds West, a distance of 256.50 feet; S23008,4$ E thence South 30 degrees 12 minutes 30 seconds West, a distance of 95.70 feet; thence South 22 degrees 09 minutes 40 seconds East, a distance of 29.71 feet; thence South 10 degrees 54 minutes " `5 4 - / / / / / / / !f� 04 second West, a distance of 55.44 feet; thence South 14 degrees 39 minutes 10 seconds East, a distance of 15.14 feet; thence South 22 degrees 30 minutes 14 seconds West, a distance of 33.54 I (S22030,3614,w) W 33 54 �'� /A j / / �' feet; thence South 08 degrees 36 minutes 50 seconds West, a distance of 40.11 feet; thence South 10 degrees 58 minutes 44 seconds West, a distance of 16.30 feet; thence South 15 degrees 39 S090�5,2," j /�`/ To Mutual Investments, LLC, Commercial Partners Title, LLC. and First American Title Insurance minutes 39 seconds East, a distance of 16.38 feet; thence South 06 degrees 00 minutes 17 seconds East, a distance of 33.74 feet; thence South 33 degrees 58 minutes 55 seconds east a distance of (moo N/ / / x Company: 3.27 feet to a point on the Northerly line of the Milwaukee, St. Paul and Pacific Railroad, said point distance 586.57 feet Northeasterly of the Southwest comer of the above described property, S1 1837;6 50"lq) 40• 11 G)°J• / / C/ /\ This is to certify that this map or plat and the survey on which it is based were made in accordance as measured along said Northerly Railroad line, and said line there terminating. (51p0 Og"�{/ -- �'\� G. as / / �� `' with the "Minimum Standard Detail Requirements for ALTA/ACSM Land Title Surveys,' jointly I"W) �s• `;� �� O�� 0� / r �J established and adopted by ALTA and NSPS in 2005. Pursuant to the Accuracy Standards as That part of the Southeast Quarter of the Northeast Quarter of Section 15, Township 116 North, Range 23 West of the 5th Principal Meridian described as: (575039'39"E) adopted by ALTA and NSPS and in effect on the date of this certification, undersigned further \ 815° 01'17"E 16.38 / �9G�� / r ( certifies that in my professional opinion, as a land surveyor registered in the State of Minnesota, the Beginning at the Southeast comer of said Southeast Quarter of the Northeast Quarter; thence on an assumed bearing of North 89 degrees 00 minutes 25 seconds West along the south line of said Relative Positional Accuracy of this survey does not exceed that which is specified therein. Southeast Quarter of the Northeast Quarter a distance of 747.57 feet; thence North 35 degrees 03 minutes 24 seconds East a distance of 1.50 feet; thence Northeasterly 1042.48 feet along a ° 17"E) 4 i / r \ (S 000' , 55"E 33.7 ,, � \ � / \ ( tangential curve to the right having a radius of 2814.79 feet to the East line of said Southeast Quarter of the Northeast Quarter; thence South 00 degrees 24 minutes 06 seconds East along the \ SOtJ 2� 5.211 / / ,l (S i3o0? 6 / (- �� ^ Dated 26thloftember, 2006 East line of said Southeast Quarter of the Northeast Quarter a distance of 738.57 feet to the point of beginning, according to Government Survey thereof. Subject to easement for County State �j•Z/ham �� 93?°23, f) /// J Aid Highway No. 17. N't Y its p° �� / �5 tia o'S�O 63 48 F' ,s Torrens Certificate No 24463 -- WAY E�0A0 RI�SOc__ \�Q l��orD as�Gj'1 ---_ �s ! David B. Pemberton, Minnesota Lisence No. 40344 UC) 0 Z� t` v H LON 0) � rn C/) 0) M Z tf) Ln 0 Z r^ V Q Q } LU W Q ° NW I..V O T J� m 2 Q 0 '^ V, o 0 r 4&S S�y� X26 7� o 4-(- o 0 co Cr 3 S\Q1 H3 D� WENT DRAWN DBP CHECKED GRG DATE 9/26/06 SCALE AS SHOWN JOB NO. 6307-001 AUDOBON MOTORPLEX FILE: BOUNDARY SURVEY.DWG TOWNSHIP - RANGE - SECTION 116-23-15 CARVER COUNTY BOOK: 152 PAGE: 25 SHEET 1 OF 3 Z > JO W U LLj U U) J JHU W HN H O W W W Z W Z C � D 0LL � W W tU J wZ a~ U d- J J Q Z C U)Q�Q U LfWU a�D UJ �W 0 Q a CD NHASSEN W 2 u LL" WENT DRAWN DBP CHECKED GRG DATE 9/26/06 SCALE AS SHOWN JOB NO. 6307-001 AUDOBON MOTORPLEX FILE: BOUNDARY SURVEY.DWG TOWNSHIP - RANGE - SECTION 116-23-15 CARVER COUNTY BOOK: 152 PAGE: 25 SHEET 1 OF 3 u NORTH 60 30 0 30 60 120 SCALE IN FEET 7 c� LEGEND DIP DENOTES DUCTILE IRON PIPE RCP DENOTES REINFORCED CONCRETE PIPE & SIZE SMH DENOTES SANITARY MANHOLE CB DENOTES STORM CATCH BASIN VJ rn 46 4 19 4.1 9469 A ,941.5 943.5• STMH DENOTES STORM TRS DENOTES TRAFFIC CONTROL SIGN.3 UVLT DENOTES UNDERGOUND COMMUNICATION VAULT / y�2" SAN DENOTES UNDERGROUND SANITARY SEWER 2 1 m ST DENOTES UNDERGROUND STORM SEWER 3� /7 UP DENOTES UTILITY POLE / X /943.6. j 46.1. ULP DENOTES UTILITY / LIGHT POLE a� 9�� j /94 3.2 2 6 / �f 3.1 DENOTES WATER HYDRANT j �9? 942.0 WM DENOTES WATER MAIN / 928.6 �/ / pq /o� j�0 / 43C� tKE/ �9?a"F / / Ali 20.2 p1,° y.�i //0 �� 945,5-/ Z WV DENOTES WATER VALVE ? 1 i / N �� / / < 3 \�� ` •-925.9 l 0.3 2j / 9�2 / / ; d I WET A-1 DENOTES WETLAND DELINIATION & FLAG IDENTIFIER ^ - i /�/� °� k 8391 / / o 1 ` 918.§ /� CW44 a DENOTES EXISTING CONTOUR 916.-`978 01�/ s / / �1 940.2 aov DENOTES PROPOSED CONTOUR \ / �' 91uT� / CCWW93 / J • DENOTES FOUND IRON MONUMENT 42 / 2 Q DENOTES FOUND CAST -IRON -MONUMENT \ 914.9 / o1p\Rj / saf.s / sas.a -948-2z 0 DENOTES A 1/2 INCH BY 14 INCH IRON PIPE SET IN THE / / 95 GROUND AND MARKED BY LICENSE NO. 40344 `912.7� W/ 5 /� J /961 I •9a2 7 / / / / Sot / �„ 11 954.10 953 9 `� n / / • 916.8 �' 35% \ /948.1 950.0 954. d 902.6 % ( ) / 1 / 7� \ / \. / \ WAT WAT7 \ \ • 906r�J / / \� / /// IX\ \ / / / �3 .N " � \ �/' / �/ / 9� / �� 9 ^ / • 950.8 ( 95?. ^ / WAT3 I • g�"" 90 -113./ / /919.0/• 934.4 / 3/g / 9�1 �x / x 93 .2/ 903.5 ' 30 918.9 �/ / \ • 948.6 953.5• 03.5 EXISTING POND WAT / �/927. /• 936..3 / \ \ \ / 95\4.2 5 WAT J g7y31 �� 0:9.�''/2 e / A �`- �C� / / 3k9 4.e WA .2 / / / \ 904.8• 9 3.7 /% 17.8 ��� % j / /� • •7 _ �3 � / \ / ' 9 \ 903.3 / ^ O -93 •1133.9 / �1�T� /) Cb .938.4 \ 0.j I t �� i /9528 os.4 WAT �N,g/ /� 9 9621 // 3 .s�� 946.5\ 903.3 [ 4\ 950.5- 90443 50.5• N 90 9 \ 6 / WAT2 _EDGE OF A 2006 CATED- BEa3 4 11.5 •g / 931 °�o dddd3��666d�� WATER �,S82 d7� \ Y 9ATs /� SEPTEMBER 26. 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O = m H < O U) O LO I yOFLS Sys Z�cri ++- o �0�� N3 DE UR vvlV DBP CHECKED GRG DATE 9/26/06 SCALE AS SHOWN JOB NO. 6307-001 AUDOBON MOTORPLEX FILE: BOUNDARY SURVEY.DWG TOWNSHIP - RANGE - SECTION 116-23-15 CARVER COUNTY BOOK: 153 PAGE: 25 SHEET 2 OF 3 Z U a. w ziO U W U U''�^^ VJ ''J^^ VJ LIJ- r Z cu Z z GO 1n 0 Z U CC G wZ Df U W N 0 UJI z cu a Qazcu U z F- U `^ 5w VJ � W x 22 Q W 0 w LL UR vvlV DBP CHECKED GRG DATE 9/26/06 SCALE AS SHOWN JOB NO. 6307-001 AUDOBON MOTORPLEX FILE: BOUNDARY SURVEY.DWG TOWNSHIP - RANGE - SECTION 116-23-15 CARVER COUNTY BOOK: 153 PAGE: 25 SHEET 2 OF 3 • UCD o 0 Z 0) 0)rn 1 U) (3) M z L0 Z � rn Li. Q � MW W Q 1 W� � W O m > vJ Lc) C) yOFtS S�� o A tt o U 3 N3 DE VI\ vv IN DBP CHECKED GRG DATE 9/26/06 SCALE AS SHOWN JOB NO. 6307-001 AUDOBON MOTORPLEX FILE: BOUNDARY SURVEY.DWG TOWNSHIP - RANGE - SECTION 116-23-15 CARVER COUNTY BOOK: 153 PAGE: 25 SHEET 3 OF 3 z Q Ua W JO > U W C) J IJ- U Cn (n ~ 1- z co Z Oo gW U ~�z o � W O w Z Q CL J m U) U — J J Q H c (� QUQ z z D � U X22 W w oQ H U) VI\ vv IN DBP CHECKED GRG DATE 9/26/06 SCALE AS SHOWN JOB NO. 6307-001 AUDOBON MOTORPLEX FILE: BOUNDARY SURVEY.DWG TOWNSHIP - RANGE - SECTION 116-23-15 CARVER COUNTY BOOK: 153 PAGE: 25 SHEET 3 OF 3 0 0NESp�q Deo yF ?iI SOF 7RP�y� CERTIFIED VENDOR Hpprcved Geed Gon.ditioner Native Seed Mixes The supplier warrants at the time of shipment that the native seed contained in this package meets the most current requirements for germination, purity and genetic origin as set forth by Minnesota Crop Improvement Association and as specified in the Minnesota Department of Transportation Technical Memorandums, Special Provisions and Standard Specifications for Construction. The seed in the container bearing this label is represented by the producer and/or approved seed conditioner to meet the requirements of source identified material and/or selected material described by the Minnesota Crop Improvement Association. This tag should be yellow in color. Agassiz Seed & Supply 7.00 Mix Lbs 4457th St. NW AGASS iZ 8.45 Bulk Lbs West Fargo, NO 58078 42 7.00 PLS Lbs SOLD & SUPPLY AGAMN1170G - Mn/DOT 35ONGR (Native General Roadside) - Grasses 0.50 Acre Mix % PLS Lbs Bulk Lbs Lot Number Common Name Scientific Name Variety Origin Mix Purity Species Purity Germ Hard or Dormant Total TZ Viable PLS ' 21.414/° °1.50, F.77 ..4NDGER01pC Big Bluestem Ptndrophgon p: artlii Wild TypeYYn °rm"c°. ax:°.�".c°. wi 19.72% 93.95% 90.00% 0.00% 90.00% 84.56% 21.43% 1.50 1.67 BOUCUR010A Sideoats Grams Bouteloua curbpendula Wild Type (YT) ews"co.MM: c,.wmc°. vn 19.50% 98.97% e`1.005l 91.,30% (+0.081( 14.29% 1.00 1.15 ELYCAN010B Canada Wild Rye Elymus canadensiv Wild Type a..x.a w. wl:ra..x.. a.w 13.00% 95.55% 81.00% 10.00% 91.00% 86.95% 7.14% 0.50 0.54 PANVIR151B Switchgrass Panicum virgatum Forestburg a. mc°.eo 8.36% 99.55% 93.OD% 93.00% 92.58% 17.88% 1.25 1.87 SCHSCOOtOF Little Bluestem Schizach rium sce anum Wild Type (we`°0.wo'MNi 15.25% 68.77% 9.00% 8800% 97.00% 68.71% 17.86% 1.25 1.45 SORNUT310A Indiangrass Sorghastrum nutans Wild Type (YT) H°� C°. Ms: um,a.°w, a 15.74% 91.87% 0.00% 94.00% 94.00% 86.36% 100A0% 7.00 8.45 Purity 89.58%, Inert Matter 10.29%, Other Crop 0.12%, Weed Seed 0.01 % Noxicus Weeds/Lb: None Test Dale: 03/2011 Seed A-ct CA f'it-- IN1aAc.- vX) vX0 Aga 445 7th Seed &Supply AGASS IZ 445 7th SL NW42- West Fargo, ND 58078 SrCD & SLTPI) AGAMN1170F - Mn/DOT 35ONGR (Native General Roadside) - Forbs 0.50 Acre 0.25 Mix Lbs 0.29 Bulk Lbs 0.25 PLS Lbs Mix Species Hard or Total Mix % PLS Lbs Bulk Lbs Lot Number Common Name Scientific Name Variety Origin Purity Purity Germ Dormant TZ Viable PLS 5.00% 0.01 0701 ASTLAE461A • Smooth BIwe Aster - AFcterinvis .. Wild,Type, Yossutl Co, L9, 4.58% 92.29% 95.00% 95.00% 87.68% 5.00% 0.01 0.01 ASTCAN691A Canada Milk Vetch Astragalus canadensis Wild Type (YT) Rice Co, MN 4.44% 99.79% 6.00% 92.00% 98.00% Y7.79% 5.00% 0.01 0.01 DALCAN128BMN White Prairie Clover Dalea candidum Wild Type (YT) Kittson Co, MN 4.73% 99.98% 59.00% 33.00% 92.00% 91.98% 5.00% 0.01 0.01 DALPUR120AMN Purple Prairie Clover Dales purpurea Wild Type (YT) Kittson Co, MN 4.73% 99.96% 92.00% 92.00% 91.96% 5.00% 0.01 0.01 DESCAN281A Showy Tick Trefoil Desmodium canadense Wild Type (YT) McLeod Co, MN 4.62% 99.62% 94.00% 94.00% 93.64 5.00% 0.01 0.01 ECHANG201A Narrow -leaved Coneflower Echinacea angustifolia Wild Type Faribault Co, MN 4.58% 97.13% 95.00% 95.00% 92.27% 5.00% 0.01 0.01 HELHEL201A Oxeye Sunflower Heliopsis helianthoides Wild Type Blue Earth Co, MN 4.62% 98.44% 94.00% 94.00% 92.53% 10.00% 0.03 0.03 LLAPYC281 B Prairie Blazingstar Liatns pycnostachya Wild Type (YT) McLeod Co, MN 9.45% 97.68% 12.00% 80.00% 92.00% 89,87% 5.00% 0.01 0.01 MONFIS010A Wild Bergamot Monarda fistulosa Wild Type (YT) Houston Co, MN 4.62% 95.80% 94.00% 94.00% 90.05% 5.00% 0.01 0.01 PENGRA201B Large -flowered Beardtongue Penstemon grandiflows Wild Type Brown Co, MN 4.62% 95.36% 94.00% 94.00% 89.64% 5.00% 0.01 0.02 PHYVIR481A Obedient Plant Physostegia virginiana Wild Type Allamakee Co, LA 6.30% 98.35% 43.00% 26.00% 69.00% 67.86% 5.00% 0.01 0.01 RATCOL201A Long-headed Coneflower Rabbida columnifera Wild Type Brown Co, MN 4.58% 89.18% 95.00% 95.00% 84.72% 5.00% 0.01 0.02 RATPIN051A Yellow Coneflower Ratibida pinnate Wild Type Steams Co, MN 6.49% 83.13% 67.00% 87.00% 55.70% 5.00% 0.01 0.01 RUDHIR701A Black-eyed Susan Rudbeckia hirta Wild Type Allamakee Co, LA 4.48% 99.30% 97.00% 97.00% 98.32% 5.00% 0,01 0.01 SOLRIGS91A Stiff Goldenrod Solidago rigida Wild Type (YT) Rice Co, MN 4.78% 99.26% 88.00% 3.00% 91.00% 90.33% 5.00% 0.01 0.01 VERHAS280AMN Blue Vervain Verbena hastata Wild Type (YT) Benton Co, MN 4.58% 93.61% 21.00% 74.00% 95.00% 88.93% 5.00% 0.01 0.01 VERSTR201A Hoary Vervain Verbena stricta Wild Type Martin Co, MN 4.62% 99.86% 94.00% 94.00% 93.87% 5.00% 0.01 0.01 ZIZAPT201A Heartleaf Alexanders Zizia aptera Wild Type Blue Earth Co, MN 4.83% 99.51% 90.00% 90.00% 89.56% 5.00% 0.01 0.01 ZIZAUR280AMN Golden Alexanders Zizia aurea Wild Type (YT) McLeod Co, MN 4.62% 98.47% 0.00% 94.00% 94.00% 92.56% 100.00% 0.25 0.29 Purity 96.27%, Inert Matter 3.29%, Other Crop 0.44%, Weed Seed 0% Noxious Weeds/Lb: None Test Date: 01/2011