The URL can be used to link to this page

CC Staff Report 08-10-2015CITY OF 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: 952.2271170 Finance Phone: 952.227.1140 Fax: 952.227.1110 Park & Recreation Phone: 952.2271120 Fax: 952.227.1110 Recreation Center 2310 Coulter Boulevard Phone: 9522271400 Fax: 952, 227.1404 Planning & Natural Resources Phone: 952.2271130 Fax: 952.227.1110 Public Works 7901 Park Place Phone: 952.227.1300 Fax: 952.227.1310 Senior Center Phone: 952.227.1125 Fax: 952.227.1110 Website MEMORANDUM TO: Todd Gerhardt, City Manager FROM: Bob Generous, Senior Planner DATE: August 10, 2015 SUBJ: Conditional Use Permit and Site Plan Review — LaMettry's Planning Case #2015-10 PROPOSED MOTION "The Chanhassen City Council approves the Site Plan and Conditional Use Permit subject to conditions in the staff report, and adopts the Findings of Fact." City Council approval requires a majority vote of City Council. EXECUTIVE SUMMARY The developer is requesting a Conditional Use Permit to allow multiple structures on a single lot and to permit development within the Bluff Creek Overlay District, and Site Plan Review to construct two commercial buildings. PLANNING COMMISSION SUMMARY The Planning Commission held a public hearing on July 21, 2015 to review the proposed development. The Planning Commission voted 7-0 to recommend that City Council approve the Conditional Use Permit and Site Plan for two commercial buildings, with a modification to Planning condition 4 to add date of July 20, 2015 for the building elevation being reviewed. Since then, the applicant's architect has provided a revision to the elevations dated July 28, 2015 that incorporate canopies over the entries, rather than metal fascia. The Planning Commission minutes for July 21, 2015, are included in the consent agenda for the August 10, 2015, City Council packet. RECOMMENDATION Staff recommends approve of the proposed development subject to the modified conditions of the Planning Commission staff report. ATTACHMENTS www.ci.chanhassen.mn.us 1. Revised Building Elevations showing entry canopies. 2. Email from Wendy O'Connor to Bob Generous with reply dated July 16, 2015. 3. Planning Commission Staff Report dated July 21, 2015. g:\plan\2015 planning cases\2015-19 lamettry's collision site plan\executive summary.doc Chanhassen is a Community for Life - Providing forTodayand Planning for Tomorrow Generous, Bob From: Generous, Bob Sent: Thursday, July 16, 2015 3:01 PM To: 'Wendy OConnor'; City Council; Aanenson, Kate; Hoiseth, Beth Subject: RE: Zoning Request from Industrial to Commercial at 8150 Audubon Road Good afternoon Wendy. Thank you for your email regarding 8150 Audubon Road. The proposed development will not rezone the property from industrial to commercial, but rather reviews the site plan for auto repair shops with attached garage storage units, which is a permitted use in the industrial zone. City staff has been working with the Fire Chief and Carver County sheriff's office on the parking, pedestrian and traffic issues resulting from the Cars & Coffee events on the first Saturday of the month through October. We have notified the event organizer that their parking areas will be removed in the fixture so they will have to determine ways to either reduce the size of the events or provide a comprehensive parking, pedestrian and traffic plan for any future events. As part of the July 4ch event, they had only allowed show cars in for the first 15 minutes of staging (0630-0645) which appeared to help. The event organizer is responsible for providing traffic control for the event and contracts with Carver County for off-duty deputies. The sheriff's office is monitoring this situation and will require additional deputies if the traffic and pedestrian situation warrants it. The sheriff s office has been working with the State Patrol to address traffic violations. The event organizer is supposed to provide parking information as part of any brochure or promotional material for the event. In the future if attendance continues to grow, they may need to make arrangements for off-site parking and shuttle service to the event. As a condition of future events, the City will require that this plan be in place. There are also events scheduled for July 25 (Car Show — Land O Lakes GTO Club), August 15 (Car Show — S.W. Metro Mustang Club), September 12 (German Car Show), which are smaller in nature geared toward specific types of cars. The Summer Nights Classic Car Cruise In is a separate event that will occur June 17`h, July 15`h and August 12th. This event takes place between the hours 5:00 p.m. and dusk. This is a much smaller event than the cars and coffee. We will continue to monitor this situation and work to.improve its operation. If you have additional questions or need more information, please contact us. Bob Robert Generous, AICP Senior Planner 7700 Market Boulevard P.O.Box 147 Chanhassen, MN 55317 (952)227-1131 bgenerous@ci.chanhassen.mn.us Chanhassen is a Community for Life— Providing for Today and Planning for Tomorrow From: Wendy OConnor [mailto:mnoconnor@yahoo.com] Sent: Wednesday, July 15, 2015 1:58 PM To: City Council; Generous, Bob; Aanenson, Kate; Hoiseth, Beth Subject: Zoning Request from Industrial to Commercial at 8150 Audubon Road Good Afternoon, I'm writing in regards to the proposal from Industrial to Commercial at 8150 Audubon Road. I live at 1702 Valley Ridge Trail North. I'm about a mile south of the AutoMotorplex. They are good neighbors and there is limited noise and traffic other than their First Saturday Event known as MN C&C (The Midwest's Premier Monthly Car Event -according to their website). On the first Saturday of the month, MN C&C at AutoMotorplex is jammed with people standing on the side of Audubon and parked along the side of Audubon as well. The event runs from 7-11 am and I generally will go the long way around to avoid getting caught in the traffic and pedestrians crossing all over the street. I'm sure this event brings in tax dollars for the city by way of extra speeding tickets (based upon the many broken laws seen on the attached tvstreamtimes videos) and concessions, but I'm concerned that the location where these two buildings are proposed is currently where many of the participants/onlookers/fans park. As you can see from the attached Karel l story from 2011 (Land of 10,000 Stories) and more recently from a youtube video from June of 2013 (at the 1:25 minute mark), at least 100-150 cars if not more will be flooded onto Audubon and to side streets if the land is zoned commercial and there is no longer onsite parking. As one photographer put it in his August 3, 2014 blog: Yesterday's MN C&C was easily the biggest turnout ever. At 7:00, there was a huge lineup of cars stretching out for several blocks. By 7:30, the AutoMotorPlex was nearly at capacity and cars were being turned away. Many people complained of waiting in traffic for 30 minutes or more just to make it to the front gate. And given the quantity and quality of amazing cars, I can't say I'm surprised! htto://alexbellusohoto.com/blog/122 My request is if the developers want to build these two commercial businesses in front of the AutoMotorPlex, there needs to be a comprehensive plan to handle the additional parking/pedestrian needs as well as additional traffic on the days where the AutoMotorPlex has events. Just going on their website I noticed three additional weeknight evening events plus an Octoberfest in mid September all with food trucks and concessions, so it doesn't appear that it's just limited to one day a month. I would ask you to look at the websites & videos (tvstreamtimes site has a page dedicated to just MNCars & Coffee). Again, this is a wonderful neighbor most every day of the month. I am simply concerned about the current state of pedestrians and parking and where everyone will go if you elect to zone this land as commercial. Thanks so much for your time, Wendy OConnor I mnoconnor@yahoo.com 1612.770.1203 http://www.mneande.com/ http://automotoMlex.com/events/ http://tvstreamtimes.co/hd.php?mn-cars-coffee-4-5-2014gWgZXUnHvKY http://tvstreamtimes.co/hd.php?cars-and-coffee-may-2015tWl -3q aBuDO http://tvstreamtimes.co/stream/cars-coffee-mn# httys://www.youtube.com/watch?v=rl lJyA64ar8 htip://www.karel l .com/news/article/923888/26/Land-of-10000-Stories-Twin-Cities-man-creates-a-countrv- club-for-cars- CITY OF CHANHASSEN PROPOSED MOTION: PC DATE: July 21, 2015 CC DATE: August 10, 2015 REVIEW DEADLINE: August 18, 2015 CASE #: 2015-19 BY: AF, RG, TJ, ML, JM, JS "The Chanhassen Planning Commission recommends that City Council approve the site plan and conditional use permit subject to conditions in the staff report, and adopts the attached Findings of Fact and Recommendation. SUMMARY OF REQUEST: The developer is requesting a Conditional Use Permit to allow multiple structures on a single lot and to permit development within the Bluff Creek Overlay District, and Site Plan Review to construct two commercial buildings — LaMettry's. LOCATION: West side of Audubon Road at Motorplex Court PID 250151215 APPLICANT: Rick LaMettry 3209 Galleria #1804 Edina, MN 55435 612-490-7790 rlamettry@gmail.com PRESENT ZONING: Industrial Office Park (IOP) 2020 LAND USE PLAN: Office Industrial ACREAGE: 23 acres DENSITY: 0.04 F.A.R. LEVEL OF CITY DISCRETION IN DECISION-MAKING: The city has limited discretion in approving or denying conditional use permits, based on whether or not the proposal meets the conditional use permit standards outlined in the Zoning Ordinance. If the city finds that all the applicable conditional use permit standards are met, the permit must be approved. This is a quasi-judicial decision. The city's discretion in approving or denying a site plan is limited to whether or not the proposed project complies with Zoning Ordinance requirements. If it meets these standards, the city must then approve the site plan. This is a quasi-judicial decision. Notice of this public hearing has been mailed to all property owners within 500 feet. PROPOSAL/SUMMARY The applicant is requesting development approval to permit two buildings, one at 18,290 square feet and one at 22,115 square feet, to be built on one parcel located within the Bluff Creek Corridor. SCANNED Planning Commission LaMettry's — Planning Case 2015-19 July 21, 2015 Page 2 of 19 The applicant is proposing to construct two buildings totaling a little over 42,000 square feet in area and the appurtenant infrastructure. The parcel is 23.11 acres over two areas, although these areas are not contiguous with one another. The more westerly parcel contains Bluff Creek and associated floodplain wetland. Unless f stated otherwise, my comments will „Z ,, pertain to the more easterly parcel where Ile- 1 " 9 '; �; the proposed buildings are to be i`'. "y"► constructed. -� 1- . 4..,, t The city's Surface Water Management Plan as well as the Bluff Creek Corridor 't . Natural Resources Management Plan both identify the acquisition of a "04 continuous greenway corridor from the v , A origination of Bluff Creek near TH 41 to M its confluence with the Minnesota River as a goal. This preservation will also aid t \ in meeting the requirements of the Total y ,•; , k t'�.. Maximum Daily Load Implementation Plan. Figure 1. Distinct portions of PID 250151215 APPLICABLE REGULATIONS Chapter 20, Article II, Division 6, Site Plan Review Chapter 20, Article XXII, "IOP" Industrial Office Park District Chapter 20, Article IV, Conditional Use Permits Chapter 20, Article VI, Wetland Protection Chapter 20, Article XXIII, Division 7, Design Standards for Commercial, Industrial and Office - Institutional Developments Chapter 20, Article XXXI, Bluff Creek Overlay District BACKGROUND On June 13, 1988, the Chanhassen City Council approved a land use plan amendment to add 12.2 acres of the site to the Metropolitan Urban Service Area (MUSA) (this represents the eastern portion of the site) and to change the land use designation from agricultural to industrial (Land Use Plan Amendment #88-2). The City Council also approved the first reading of the rezoning request from A2, Agricultural Estate District, to IOP, Industrial Office Park (Rezoning #88-2) for the southern part (5.6 acres) of the eastern portion of the site, and the preliminary plat for five lots and two outlots (Subdivision #88-9). On March 22, 1989, the Chanhassen City Council approved the final plat for Audubon Court, which permitted the grading of the eastern portion of the property. The plat was never filed. Planning Commission LaMettry's — Planning Case 2015-19 July 21, 2015 Page 3 of 19 On April 10, 1989, the Chanhassen City Council approved the second and final reading of the rezoning of the parcel from A2, Agricultural Estate District, to IOP, Industrial Office Park (Rezoning #88-2). On December 11, 2006, the Chanhassen City Council approved the following (Planning Case #2006-34): A. Rezoning of the western portion of the site from Agricultural Estate District, A2, to hidustrial 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), plans prepared by Sathre-Bergquist, hie., dated 10-19-2006. On December 8, 2008, the Chanhassen City Council approved the amendment to the Conditional Use Permit to permit the phased development of the project and allow for the incremental expansion or revision of the property line. On August 24, 2009, the Chanhassen City Council approved the amendment to the site plan for Auto Motorplex, Planning Case #09-13, permitting the installation of decks (Planning Case #2009-13). CONDITIONAL USE PERMIT BLUFF CREEK OVERLAY DISTRICT The City of Chanhassen established the Bluff Creek Overlay District by ordinance in 1998 to protect the Bluff Creek Corridor, wetlands, bluffs and significant stands of mature trees through the use of careful site design and other low -impact practices. This parcel is partially encumbered by the Bluff Creek Overlay District. Section 20-1255 of the Chanhassen City Code requires a conditional use permit for all development within the Bluff Creek Corridor. The Bluff Creek Corridor primary zone is located on the western portion of the property. The Primary Corridor is designated open space. All structures must meet a 40 -foot structural setback from the Primary Corridor boundary as required by Chanhassen City Code. In addition, no grading is allowed within the first 20 feet of the Primary Corridor. Bluff Creek is entirely within the City of Chanhassen. It provides a unique blend of habitat, vegetation and recreational opportunities through the center of the city. In December 1996, the Planning Commission LaMettry's — Planning Case 2015-19 July 21, 2015 Page 4of19 City of Chanhassen adopted the Bluff Creek Watershed Natural Resources Management Plan (BCWNRMP). The plan was the culmination of several years of study and planning focused on protecting the natural and recreational resources provided by the Bluff Creek corridor. The BCWNRMP recommended the establishment of a primary zone (the creek, riparian wetlands, associated steep slopes, native vegetation) and a secondary zone (other undeveloped portions of the watershed) as a tool to help protect the creek's natural resources. The primary and secondary zones were mapped at that time using aerial photography to provide staff and the public with a general idea of where the zones would lie. Generally, properties within the Bluff Creek Overlay District are subject to the following requirements: 1. A conditional use permit (CUP) is required prior to all subdivision, site plans, land alteration and building within the Bluff Creek Overlay District. 2. Bluffs must be preserved as set forth in Article XXVIII of City Code. 3. Density transfer can be used to cluster development in areas where the location of the primary zone makes portions of the site unsuitable for development. 4. Natural habitat areas within the primary zone must be preserved as open space. 5. The primary zone must be 100 percent open space. 6. All structures must be set back at least 40 feet from the primary zone. 7. The first 20 feet of the setback from the primary zone cannot be disturbed. Staff has reviewed the mapped primary zone boundary and adjusted the boundary based on site conditions. Generally, the Bluff Creek primary corridor includes all of the parcel west of the Motorplex clubhouse. Because the portion of the parcel within the Bluff Creek Overlay District would aid in compliance with the Total Maximum Daily Load Implementation plan and meeting the goals of the Bluff Creek Natural Resources Management Plan, staff feels that dedication of this portion of the parcel to the city could be used in lieu of some portion of the Surface Water Connection fees. This would permanently provide protection for this natural resource. MULTIPLE PRINCIPAL STRUCTURES Section 20-902 of the Chanhassen City Code permits the groupings of buildings on a single parcel through the conditional use permit process. The two buildings utilize the buildable areas of the property and comply with all zoning requirements. Access must be maintained for the property to the rear (Autobahn Motorplex). Planning Commission LaMettry's — Planning Case 2015-19 July 21, 2015 Page 5 of 19 SITE PLAN REVIEW The applicant is proposing two one-story buildings of 18,290 square feet and 22,115 square feet. Staff is working with the applicant's architect on developing a way to transition from the different building materials and the architectural detailing of the buildings to make them compatible with the entire development. As can be seen below, the architectural plans are moving in the right direction. ARCHITECTURAL COMPLIANCE SOUTH EAST NEW OF NORTH BUILD'NG NORT4 U.EST VIEW OF NORT4 &JILDAG LAMETTRY NORTH BUILDING R6EL"N Av .ti yY JOIS NORT+l EAST VIEW OF NORTH BLILDING Planning Commission LaMettry's — Planning Case 2015-19 July 21, 2015 Page 6of19 NORT44EAST VIEW OF SWTYi OULPNG MiHiIDluY4Y .tar 8.%els Size Portion Placement The entry for the northern building is on the south side of the structure. This entry is highlighted through the use of a blue canopy over the door and windows. Due to the southern exposure of this entry, the applicant should make sure that the canopy extends sufficiently to provide shading inside the office. The entry for the southern building is on the north side of the building and includes a green canopy over the entrance. This entry is flanked by brick columns. Material, Color and Detail Building materials include high-quality materials; accent material may occupy up to 15 percent of the building's fagade. The primary building material for the commercial component of the building is exposed sand -colored aggregate concrete panels with protruding columns of reddish brick veneer. Stone coping will top the parapet. The canopy is blue. The roof on the north Planning Commission LaMettry's — Planning Case 2015-19 July 21, 2015 Page 7 of 19 building consists of faux gable ends over condo storage units and a parapet wall over the commercial area. Condo storage units have gray, cement board siding with white PVC trim boards as accent. Height and Roof Design Each building shall have more than one pitched element. The condo storage units on the north building have faux gable ends with canopies over the unit entrances and a canopy over the business entrance. The south building has full gable roofs over the condo storage units with a canopy over the business entrance. The commercial portion of the buildings have parapets with stone coping. The north building height is approximately 23 feet. The south building height to the top of the roof is 27 feet, 3 inches. Mechanical equipment shall be screened. No wooden fences may be used on the roof for equipment screening. Facade Transparency Fifty percent of the first floor elevation that is viewed by the public shall include transparent windows and/or doors. All other areas shall include landscaping material and architectural detailing and articulation. Due to the large number of overhead doors, this requirement is met. Site Furnishing Community features may include landscaping, lighting, benches and tables. The developer shall provide a sidewalk or trail connection from Motorplex Court to Park Road. Lighting No lighting plan was submitted with the site plan. City code requires that commercial development have area lighting. The applicant shall prepare a lighting plan with photometrics prior to the issuance of a building permit. Lighting fixtures on poles shall comply with the following: 1. All fixtures must be shielded, high-pressure sodium or light -emitting diode (LED), with a total cutoff angle equal to or less than 90 degrees. 2. Fixture height shall not exceed 30 feet. 3. Photometrics shall incorporate existing light fixtures, public or private, that may impact the site. Wall -mounted lighting shall comply with the following: All wall -mounted light fixtures shall be shielded with a total cutoff angle equal to or less than 90 degrees. Planning Commission LaMettry's — Planning Case 2015-19 July 21, 2015 Page 8 of 19 Loading areas, refuse area, etc. The applicant's architect has stated that trash containers shall be kept in the building. Should the applicant desire to have an outside container, a trash enclosure made of compatible material to the main building will be required. Signage Signage shall comply with the requirements for industrial development. Currently, the applicant shows only signage on the northerly building. The applicant shall provide staff with a description of the sign locations for both buildings. One monument sign would be permitted by code. The applicant shall provide staff with a description of the sign location. Separate sign permits will be required for each sign. Landscaping The minimum requirements for landscaping of the proposed development include 4,026 square feet of landscaped area around the parking lot, landscape islands or peninsulas, and 16 trees for the parking lot. The applicant's proposed as compared to the requirements for landscape area and parking lot trees is shown in the following table: The applicant meets the minimum requirements for trees and landscaping in the parking lot area. Bufferyard requirements: Required Proposed Vehicular use landscape area 4,026 sq. ft. >4,026 sq. ft. Trees/parking lot 16 trees 19 trees Islands or peninsulas/parking lot 4 islands/peninsulas 4 islands/peninsulas The applicant meets the minimum requirements for trees and landscaping in the parking lot area. Bufferyard requirements: The applicant comes up short on shrubs in two bufferyard areas. Staff recommends that minimum bufferyard requirements be met. Required plantings Proposed plantings 4 overstory trees 4 Overstory trees Bufferyard A — north property line, 400' 8 Understory trees 8 Understory trees 12 Shrubs 0 Shrubs Bufferyard B — east property line, 14 overstory trees 14 Overstory trees Audubon Road, 740' 29 Understory trees 29 Understory trees 44 Shrubs 40 Shrubs 5 overstory trees 5 Overstory trees Bufferyard A — west property line, 530' 10 Understory trees 10 Understory trees 15 Shrubs 15 Shrubs The applicant comes up short on shrubs in two bufferyard areas. Staff recommends that minimum bufferyard requirements be met. Planning Commission LaMettry's — Planning Case 2015-19 July 21, 2015 Page 9 of 19 Lot Frontage and Parking Location Both sites are accessed from Motorplex Court with the business offices in each building oriented toward this street. Parking is provided on the east and south sides of the north building an on all four sides of the southern building. GRADING AND DRAINAGE The southern lot will be mass graded for the installation of the proposed improvements. On the northern lot the developer proposes to leave a 35 -foot wide buffer to the west and a 70 -foot wide buffer to the north where grading will not occur. Minor modifications to the grading plan are needed to clarify the proposed grades, specifically: 1. The proposed 952 -foot contour northwest of the entrance to Audubon Road closes in on itself, and 2. The proposed 944 -foot contour at the south site's middle entrance. RETAINING WALLS The grades on the north site drop 30 feet from Audubon Road. To minimize the grading impact to the north site the foundation of the proposed building will remedy an elevation difference of up to 11 feet. One retaining wall is proposed on the north site, as shown on the adjacent graphic. According to the proposed grading plan the maximum height of this wall will be eight feet. This wall must be designed by a licensed engineer and requires a building permit. Walls over six feet high shall not be constructed of boulders. Proposed retaining wall. Maximum height: 8 feet Approx. length: 60 feet PARY � eoAo I, w -.ars -s- �,e- z. CONDOMINIUM NO 131 � PA \ .P .GR -A \� AUTO MOTORPLE \ �/�� •GR -A -G \- FOURn SU"L6IAENTnL - .P J •PE �. G .P Planning Commission LaMettry's — Planning Case 2015-19 July 21, 2015 Page 10 of 19 Two retaining walls are proposed on the south site. The eastern wall is in close proximity to a drainage and utility easement that covers a 12 -inch diameter trunk water main. This retaining wall shall not encroach into the drainage and utility easement. �y C r / r.I6�.T 4L Existing trunk water main. Proposed retaining wall. Maximum height: 4 feet. _3he AppI ex. length: 90 feet i Proposed retaining wall. Maximum height: 5 feet. Approx. length: 90 feet I Planning Commission LaMettry's — Planning Case 2015-19 July 21, 2015 Page 11 of 19 DRAINAGE The entire site drains to Bluff Creek. Except for the most northeasterly portion of the site, the majority drains through the storm sewer system to Bluff Creek. The northeasterly portion reaches Bluff Creek through a ravine located along the northern property boundary. Post construction the site will still drain to Bluff Creek although a larger portion will be treated prior to discharging to Bluff Creek. The applicant is proposing three underground Cultec RechargerTM devices to provide treatment for the site before sending the storm water runoff into the existing storm sewer. Rates from the pond into the wetland complex decrease under the 2- and 10 -year return interval storm scenarios. There is an increase in runoff rates for the 100 -year return interval storm event. Table 1. Pre- and Post -Development runoff rates from pond. Return Interval Event Pre -Development Post -Development 2 -Year 2.26 Cfs 1.93 Cfs 10 -Year 12.54 Cfs 12.14 Cfs 100 -Year 40.18 Cfs 41.86 Cfs Section 19-143 (b)(2) states that "no increase in peak discharge rates may result from the proposed project for the ...2 -year storm, the 10 -year storm and the 100 -year storm event. Variances may be allowed if computations can be provided which demonstrate no adverse downstream effects will result..." The applicant must meet this requirement. SITE GRADING: EROSION PREVENTION AND SEDIMENT CONTROL An erosion control plan consistent with Section 19-145 of city code is required. The proposed development will exceed one (1) acre of disturbance and will, therefore, be subject to the General Permit Authorization to Discharge Stormwater Associated with Construction Activity Under the National Pollution Discharge Elimination/State Disposal System (NPDES Construction Permit). The applicant shall prepare a Surface Water Pollution Prevention Plan (SWPPP) and submit to the city for approval prior to the commencement of any earth -disturbing activities. This SWPPP shall be consistent with the NPDES Construction Permit and shall contain all required elements as listed in Parts III and IV of the permit. This plan shall address all phases of construction including final stabilization and the required six inches of topsoil. Erosion control escrow shall be based upon the estimated quantities provided by the applicant needed to accommodate the approved SWPPP and erosion prevention/sediment control plan. The city has a checklist of required elements that can be made available to the applicant. The MPCA also maintains a template on their website for use in the preparation of the SWPPP. Planning Commission LaMettry's — Planning Case 2015-19 July 21, 2015 Page 12 of 19 SITE CONSTRAINTS Wetland Protection There is a large wetland complex located in the western section of this parcel. This wetland is found on the Chanhassen Wetland Inventory and on the National Wetland Inventory. However, the proposed improvements will occur at least 750 feet from the wetland and will not impact the wetland. No buffer establishment will be needed. Bluff Protection .' yr Figure 2. Delineated wetland boundary in blue. There are slopes as steep as 2:1 (50%) north of the more northerly building. This area does not have the 25 feet of rise needed to be considered a bluff. There is no proposed grading within the bluff area and they are directing all runoff from impervious surfaces away from this area. During the construction of Autobahn Motorplex, this area proved difficult to stabilize and significant erosion issues occurred resulting in releases of sediment to the wetland. Care should be taken during construction to avoid operation of equipment and stockpiling of materials in this area. Shoreland Management The proposed buildings are not within the Shoreland District for Bluff Creek. The westerly portion of the property is with the Shoreland District for Bluff Creek. Floodplain Overlay The proposed buildings do not lie within a floodplain. The entire western piece of the parcel is within the floodplain for Bluff Creek. No impacts to the floodplain are proposed as part of the development. Bluff Creek Overlay District The proposed buildings will not be within the Bluff Creek Overlay District. The entire western piece of the parcel is within the Bluff Creek Overlay District and has a conservation easement over the parcel. The applicant is not proposing any work within this piece. Figure 3. FEMA Floodplain 3 6ROt1 There is potential that this area could be used to improve channel hydraulics and flood water attenuation resulting in improved water quality in Bluff Creek. Staff recommends that this western piece of the property be given a unique PIN and be dedicated to the city for future Bluff Planning Commission LaMettry's — Planning Case 2015-19 July 21, 2015 Page 13 of 19 Creek improvement projects. This dedication would be used in lieu of some of the surface water management fees due with the Planned Unit Development. STORM WATER MANAGEMENT Article VII, Chapter 19 of City Code describes the required storm water management development standards. Section 19-141 states that "these development standards shall be reflected in plans prepared by developers and/or project proposers in the design and layout of site plans, subdivisions and water management features." Section 19-144 (3) states that water quality treatment practices shall provide water quality treatment in accordance with the more restrictive of the MPCA NPDES Construction Permit or NURP criteria. In this case the NPDES permit is more restrictive and states that: Where a project's ultimate development replaces vegetation and/or other pervious surfaces with one (1) or more acres of cumulative impervious surface, the Permittee(s) must design the project so that the water quality volume of one (1) inch of runoff from the new impervious surfaces created by the project is retained on site (i.e. infiltration or other volume reduction practices) and not discharged to a surface water. Because this site lies within the Riley -Purgatory -Bluff Creek Watershed District (RPBCWD) boundaries it is subject to their rules. The RPBCWD stormwater management rule requires that 1.1 inches of runoff from new impervious surface remains on-site. If the applicant meets the watershed district requirements, they will satisfy the city requirements. The proposed development site plan will result in 2.07 acres of new impervious surface. An abstraction quantity equivalent to 1.1 inches over this area is 8,273 cubic feet. The applicant is proposing to install three underground Cultec RechargerTM devices that will abstract 8,522 cubic feet. This will meet the volume reduction requirements as well as the required reduction in total phosphorus. Because Pondnet was used to model water quality, it is unknown what the total suspended solids removal will be. The applicant must demonstrate that the required 90% reduction in TSS will result from the proposed storm water best management practices. Operations and Maintenance Part IILD.5.a(5) of the GENERAL PERMIT AUTHORIZATION TO DISCHARGE STORMWATER ASSOCIATED WITH SMALL MUNICIPAL SEPARATE STORM SEWER SYSTEMS UNDER THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM/STATE DISPOSAL SYSTEM (NPDES/SDS) PERMIT PROGRAM requires that "The permittee's Regulatory Mechanism(s) shall provide for the establishment of legal mechanism(s) between the permittee and owners or operators responsible for the long-term maintenance of structural stormwater BMPs not owned or operated by the permittee, that have been implemented to meet the conditions for post -construction stormwater management in Part III.D.5.a(2)." The permit continues on to discuss minimum provisions to allow for inspection of and preservation of function of the facility as well as transfer of responsibilities in the event the facility is sold. Planning Commission LaMettry's — Planning Case 2015-19 July 21, 2015 Page 14 of 19 The city has developed a maintenance agreement and this shall be revised accordingly, executed and recorded against the property. In addition, the developer or their representative shall develop an operations and maintenance manual which shall specify anticipated inspection and maintenance, as well as schedule, necessary in order to ensure there is not significant decreases in the practices' efficacies. This operations and maintenance manual shall be referenced in the maintenance agreement. Staff questions if adequate pre-treatment is provided for the Recharger system. The applicant shall provide documentation that adequate pretreatment is provided for the system or that pretreatment is not required per the manufacturer's specifications. Storm Water Utility Connection Charges Section 4-30 of city code sets out the fees associated with surface water management. A water quality and water quantity fee are collected with a subdivision. These fees are based on land use type and are intended to reflect the fact that the more intense the development type, the greater the degradation of surface water. Table 2. Surface Water Management Connection fee calculation summary Per acre rate Size of new lot in acres Totals Water Quality $22,940.00 4.1 $94,054.00 Water Quantity $8,600.00 4.1 $35,260.00 Treatment Area Credit $4,300.00 2.6 ($11,180.00 Total due with site planagreement $118,134.00 Because the portion of the parcel within the Bluff Creek Overlay District would aid in compliance with the Total Maximum Daily Load Implementation plan and meeting the goals of the Bluff Creek Natural Resources Management Plan, staff feels that dedication of this portion of the parcel to the city could be used in lieu of some portion of the Surface Water Connection fees at some agreed to rate. STREETS AND SITE CIRCULATION Access for both sites is proposed from a private street that extends from Audubon Road, which was constructed with the Auto Motorplex condominium development to the west. LaMettry's and Auto Motorplex must enter into a cross -access agreement for the existing private street. Staff recommends that this agreement address maintenance responsibilities and costs. On the south site, the drive aisle between the east of the building and the parallel parking must be at least 22 feet wide. On the south site, it appears that vehicles backing out of the northerly overhead door of Unit #1 would not have adequate space to turn around. Planning Commission LaMettry's — Planning Case 2015-19 July 21, 2015 Page 15 of 19 SUPPL NTAL \ / I � � Verify that there is adequate space for vehicles backing out of Unit #1. 402.5' —® � — b IL 125,0' y r Minimum drive aisle width required: 22 feet Shown: 30 feet minus 9 feet (parking stall) minus columns on the building = < 21 feet naan�. \ e � ✓ �°� ''i \ ` I clxrnos I \ \�/y \ r: 111 .01 s \A � r M1 \ UTILITIES The developer proposes to extend a sewer and water service to each of the proposed buildings. A building permit is required to extend these services and the plumbing inspector shall inspect the connections. Staff recommends that the developer reevaluate the proposed sewer service to Planning Commission LaMettry's — Planning Case 2015-19 July 21, 2015 Page 16 of 19 the south site to ensure that the invert elevation at the building is higher than the invert elevation of the sanitary sewer manhole from which the service will extend. MISCELLANEOUS The buildings are required to have an automatic fire -extinguishing system as well as individual water and sewer connections. A three-foot clear space shall be maintained around fire hydrants. Additional fire hydrants will be required (one for each building). Contact the Chanhassen Fire Marshal for exact locations. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. If applicable, retaining walls over four feet high must be designed by a professional engineer and a permit must be obtained prior to construction. Detailed occupancy and accessibility -related requirements will be addressed when complete building plans are submitted. The owner and/or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. COMPLIANCE TABLE Lot Area 1 acre 23.1 acres *Parking setback may be reduced to 10 feet with screening RECOMMENDATION Staff recommends that the Planning Commission approve the site plan and conditional use permit subject to the following conditions and adopts the attached findings of fact and recommendation: IOP Autobahn Motoralex Building Height 4 stories 1 story plus mezzanine 50 feet 23 feet Building Setback N - WE - 30' N - 74'E - 30' W -10,S-10' W-520'5-53' Parking Stalls North: 25 stalls 36 stalls South: 33 stalls 36 stalls Parking Setback N - WE - 30'* N - 80'E - 10' W-10' S-0' W-34' S-18' Hard Surface Coverage 70% 11% Lot Area 1 acre 23.1 acres *Parking setback may be reduced to 10 feet with screening RECOMMENDATION Staff recommends that the Planning Commission approve the site plan and conditional use permit subject to the following conditions and adopts the attached findings of fact and recommendation: Planning Commission LaMettry's — Planning Case 2015-19 July 21, 2015 Page 17 of 19 CONDITIONAL USE PERMIT 1. Access must be maintained for the property to the rear (Autobahn Motorplex). If not currently in place, an access and maintenance agreement must be recorded. 2. That portion of the parcel located westerly and containing the Bluff Creek Overlay District shall be dedicated to the city. SITE PLAN Building: 1. The buildings are required to have an automatic fire extinguishing system. 2. The buildings are required to have individual water and sewer connections. 3. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. 4. Retaining walls over four feet high must be designed by a professional engineer and a permit must be obtained prior to construction. 5. Detailed occupancy and accessibility -related requirements will be addressed when complete building plans are submitted. 6. The owner and/or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. Fire Marshal: 1. A three-foot clear space shall be maintained around all fire hydrants. 2. Additional fire hydrants will be required (one for each building). Contact the Chanhassen Fire Marshal for exact locations. En inp eering_ Minor modifications to the grading plan are needed to clarify the proposed grades, specifically: a. The proposed 952 foot contour northwest of the entrance to Audubon Road closes in on itself, and b. The proposed 944 foot contour at the south site's middle entrance. 2. The eastern retaining wall on the south site must not encroach into the adjacent drainage and utility easement. Planning Commission LaMettry's — Planning Case 2015-19 July 21, 2015 Page 18 of 19 3. LaMettry's and Auto Motorplex must enter into a cross -access agreement for the existing private street. Staff recommends that this agreement address maintenance responsibilities and costs. 4. On the south site, the drive aisle between the east of the building and the parallel parking must be at least 22 feet wide. 5. On the south site, ensure that there is adequate space for vehicles backing out of Unit #1. 6. A building permit is required to extend the sewer and water services to each of the buildings; a plumbing inspector shall inspect the connections. Environmental Resources: 1. All transplanted trees shall be warranted for one year from the time the overall landscaping is complete. Any trees that do not show 75% canopy at the end of warranty shall be replaced with new trees. 2. Minimum bufferyard requirements must be met. Planning: 1. The developer shall provide a sidewalk connection from Motorplex Court to Park Road. 2. The applicant shall prepare a lighting plan with photometrics prior to the issuance of a building permit. 3. The applicant shall provide staff with a description of the sign locations for both buildings and monument sign. 4. The applicant's architect shall work with staff to develop transitions between the different materials and the architectural detailing of the buildings as shown on plans dated received July 20, 2015 to make them compatible with the entire development. Water Resources: 1. A standalone Surface Water Pollution Prevention Plan with all elements required in Parts III and IV of the NPDES Construction permit shall be prepared and submitted to the city for review and approval prior to any earth disturbing activities. 2. The city -developed maintenance agreement shall be revised accordingly, executed and recorded against the property. 3. The applicant shall develop, or cause to be developed, an operations and maintenance manual which shall specify anticipated inspection and maintenance, as well as schedule, necessary in order to ensure there is not significant decreases in the practices' efficacies. This operations and maintenance manual shall be referenced in the maintenance agreement. Planning Commission LaMettry's — Planning Case 2015-19 July 21, 2015 Page 19 of 19 4. The applicant must demonstrate that the required 90% reduction in TSS will result from the proposed storm water best management practices using P8, the MIDS calculator or another approved methodology. The applicant shall provide documentation that adequate pretreatment is provided for the Cultec RechargerTm systems or that pretreatment is not required per the manufacturer's specifications. 6. Surface Water connection fees in the amount of $118,134.00 will be due with final approval and prior to being issued a certificate of occupancy. In lieu of these fees, that portion of the parcel located westerly and containing the Bluff Creek Overlay District may be given a unique PID and dedicated to the city. ATTACHMENTS 1. Findings of Fact and Recommendation. 2. Development Review Application. 3. Reduced Building Rendering South Building — Revised. 4. Reduced Building Rendering South Building. 5. Reduced Building Elevations South Building. 6. Reduced Building Rendering North Building. 7. Reduced Building Elevation North Building. 8. Reduced Copy Site Plan. 9. Reduced Copy Utility Plan. 10. Reduced Copy Grading & Erosion Control Plan. 11. Reduced Copy South Building Planting Plan. 12. Reduced Copy North Building Planting Plan. 13. Reduced Copy Certificate of Survey. 14. Email from Jon Day to Bob Generous dated July 14, 2015. 15. Public Hearing Notice and Mailing List. gAplan\2015 planning cases\2015-19 lamettry's collision site plan staff report lemettry's.doc CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION IN RE: Application of Rick LaMettry for Conditional Use Permit and Site Plan review On July 21, 2015, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Rick LaMettry for a Conditional Use Permit to allow multiple structures on a single parcel and to permit development within the Bluff Creek Overlay District, and Site Plan Review to construct two commercial buildings for the property located at Audubon Road and Motorplex Court. The Planning Commission conducted a public hearing on the proposed conditional use and site plan, which was preceded by published and mailed notice. The Planning Commission heard testimony from all interested persons wishing to speak and now makes the following: FINDINGS OF FACT 1. The property is currently zoned Industrial Office Park, IOP. 2. The property is guided by the Land Use Plan for Office Industrial uses. 3. The legal description of the property is shown on the attached Exhibit A. 4. Conditional Use Permit: Criteria for approval: a. The proposed development will not be detrimental to and will enhance the public health, safety, comfort, convenience or general welfare of the neighborhood or the city. b. The proposed development will be consistent with the objectives of the city's comprehensive plan and the zoning ordinance. c. The proposed development will be designed, constructed, operated and maintained so to be compatible in appearance with the existing or intended character of the general vicinity and will not change the essential character of that area. d. The proposed development will not be hazardous or disturbing to existing or planned neighboring uses. e. The proposed development will be served adequately by essential public facilities and services, including streets, police and fire protection, drainage structures, refuse disposal, water and sewer systems and schools; or will be served adequately by such facilities and services provided by the persons or agencies responsible for the establishment of the proposed use. f. The proposed development will not create excessive requirements for public facilities and services and will not be detrimental to the economic welfare of the community. g. The proposed development will not involve uses, activities, processes, materials, equipment and conditions of operation that will be detrimental to any persons, property or the general welfare because of excessive production of traffic, noise, smoke, fumes, glare, odors, rodents, or trash. h. The proposed development will have vehicular approaches to the property which do not create traffic congestion or interfere with traffic or surrounding public thoroughfares. i. The proposed development will not result in the destruction, loss or damage of solar access, natural, scenic or historic features of major significance, but will provide permanent open space. j. The proposed development will be aesthetically compatible with the area. k. The proposed development will not depreciate surrounding property values. 1. The proposed development will meet standards prescribed for certain uses as provided in this article. Site Plan. In evaluating a site plan and building plan, the city shall consider the development's compliance with the following: a. The proposed development is consistent with the elements and objectives of the city's development guides, including the comprehensive plan, official road mapping, and other plans that may be adopted; b. The proposed development is consistent with the site plan review requirements; c. The proposed development will preserve portions of the site in its natural state to the extent practicable by minimizing tree and soil removal and designing grade changes to be in keeping with the general appearance of the neighboring developed or developing or developing areas; d. The proposed development creates a harmonious relationship of building and open space with natural site features and with existing and future buildings having a visual relationship to the development; e. The proposed development creates functional and harmonious design for structures and site features, with special attention to the following: 1. An internal sense of order for the buildings and use on the site and provision of a desirable environment for occupants, visitors and general community; 2. The amount and location of open space and landscaping; 2 3. Materials, textures, colors and details of construction as an expression of the design concept and the compatibility of the same with adjacent and neighboring structures and uses; and 4. Vehicular and pedestrian circulation, including walkways, interior drives and parking in terms of location and number of access points to the public streets, width of interior drives and access points, general interior circulation, separation of pedestrian and vehicular traffic and arrangement and amount of parking. f The proposed development protects adjacent and neighboring properties through reasonable provision for surface water drainage, sound and sight buffers, preservation of views, light and air and those aspects of design not adequately covered by other regulations which may have substantial effects on neighboring land uses. 6. The planning report #2015-19 dated July 21, 2015, prepared by Robert Generous, et al, is incorporated herein. RECOMMENDATION The Planning Commission recommends that the City Council approve the Conditional Use Permit and Site Plan subject to the conditions of the staff report. ADOPTED by the Chanhassen Planning Commission this 21st day of July, 2015. CHANHASSEN PLANNING COMMISSION WN Andrew Aller, Chairman EXHIBIT A These Paris ofthe following described land: The: Pan of the Southeast Quarte of Sacdm 13, Township 116 Nosh, Range 23, We, ofthc 51h Principal Merwhav described as Beginning u the Ni nhoast manner ofsaid Sombma Quar n,, theme m an assumed hearing ofNonh 89 degree 00 minuses 25 its West alone du, North line ofsaid Southeast Quarters distance .1`261422 Tat u the Nmthwa[ eomttafadd Soudmau Quasar; thence South W degree 59 maulers 45 veeonds Fast along the wast line afseid Southeast Quanttadivance 1766.11 feetWmm North%degrees57masks24sccondrEatadivan.of669.01Wst;tM1m South33dc@raes02mautcs36seconds Pastadisan.of39b3fast,Weis.N.uhmm.3yeivuga nan4an MtW eurvc macavc to the Nohbwcuhasing andim of 7859.86 feet; a chordbeasing afNorh 49dcgm 43 minds 26 sari.& Fast a dkun. of 394.93 feel; Wen. Nonb 56 doges 57 minutes 24..,all East, rix asogem to last described curve a distance of323.97 feet; theme South 35 da®ecs 03 minute 24 acemedt West. distance oM.98 feet thea Southwesterly 120.34 peal, along a begetid curve, woolen to the right having a radius of 1959.86 felt, a crnnal angle af03 degraes 31 m t m.05 teeth. and a ehoM of 120.32 fact which brats South 36 d gees 48 minutes 57 seconds Wal; than. Nortb 56 degrees 57 mantes 24 wounds Cast not tangcut W last described curve a distinct, of 131926 fel; thence Nestle 33 degrees 02 minutes 36 secmds Wel a dietuntt of 12.50 face thwec North 56 degrees 57 minutes 24 seconds Fast a distance of495.70 tae b'be feet tint ofsaid Section 15; theme North 01 degrtt 15 mioutea 22 seconds Wap a distance of 72.51 fen' along the cast line ofsnid gentian 15 so We Point ofbagimiag, accenting le the Gmemmm,t Survey themaf. Subject b easement pot Country State Aid Highway N. 17. EXCEPT which lits Westerly ofRluff Cock, the mwilim ofsaid crack dcsaWW as follows Cmmnander, at the Norhxep wmer of the Somhcast Quarter of Session 0. Township 116 North, Runge 23 West ofthe 51h Prineipal Meridian; theme on an assumed lmming of South 89 degree 00 mined, 25 sao.a Eaet along We North firm ofsaid Southeast Quarter, a distance of 718.45 fat W %e point of beginning oflae centerline W be described; thane South 03 degrees 14 miotics 54 wands Wast, a distance of 12.34 fcet than. South 12 degrees 17 min Wes 21 saonds East a distance of 1826 feet; Ill. South 86 degrees 42 minks 32 seconds Eat. distance of66.41 tett thenen South 00 degrom I t mamas 36 seconds East a dislan. of 10.09 feu; %moa Sou%26 degrees 53 mauls 49 s:..s Eau, adiveovco of 1125 fat darn. SooW 04 dog's 40 amount 40 seconds East a ditucam.1`71.53 feet; thecae South 08 degree 34 tumults 33 seconds Wast, • distance of513.32 feet theme South 01 degree 27 minas 58 smands Esse, a distance of 148.781`.Y, theme South 08 degroes 14 minutes 13 seconds \Ven, a distance of 114.78 feet thance South 30 degeae 49 minutes 36 seconds Wm a distance of 256.50 fen;%.sec South 30 dcgctt 12 resume, 30 seconds West,adistance of95.70 int; theme South 22 degsces 09 minutes40 seconds East, a diverme of29.71 feet; thence Sou%l0 degrees 54 r>®asks 04 WMAS Wes4 a distance of 55.4 feet thmm South 14 degrees 39 m'umtes 10 wends Sat, a distance of 15.14 f.4 thence South 22 degrees 30 minutes 14 saronds Wet sduource of33.54 fee thence South 08 dogma 36 minutes 50 seconds Wal, a distance of40.11 feet lactic, South 10 degrees 58 minutes 44 seconds Way a distance of 16.30 fat; thence South 15 dogmas 39 miames 39 semn is East, o distance of 16.38 Join; theme South W degrees 00 minutes 17 seconds East a disWke of33.74 feat; theme South 33 detect a 58 minutes 55 sera.& Eon a distance .0.27 feet to. point an aha Nosthedy line of the Milwaukee. St. Pad and Pacific Radioed, said point distance $86.57 feet Nmtheakcly of the Southwan comer of the above described property, as meastved along said Nom'edy ltai0oad line, and anal line there i.m.dog. Thai Pan ofshe Southeast Quarter of the Neellest Qc&ra of Station 15, Township 116 Nath, Range 2.3 West ofthe 501 Principal Meridian described as: Begianiag a than Southeast matt of seat Southeast Quarter oftht, Nath. Quattt; %ween on an assnsed bossing ofNerb 119 dogma 00 momma 25 seconds West along the south lisle of said Southeast Q.., flm North. Q.a distance af747.57feet thence North 35 degrees 03 minutes 24 wands Saint a diennee of 1.50 feet thence Nonheskrly 1042.48 fact along tangential tuns W the right having a radius of2814.79feet m the Just line of said Southeast Quarter of the NoMezu Quarter, theme South 00 degrees 24 minutes 06 wasel West along dk Fast line of mid Souheat Q 3rn of tM Nomhcan Quetta i distance of 73837 feet W Wepoint ofbegimrag, according W Gms tStacy themf. Subject encacment for Couuy State Aid Highway No. 17. Lyng wekdy vfa lint which mmmemm at the East Qmmrcvmtt ofsaid Sccdm I5; tarn. South 00 dcg.s 44 mituuaa 16 saonds EesL .. •..,,W truing an We cast lac ofsaid Southeast Queen, ofSec6m15,adistmaof71.55feetmlbclouthedybvmdaryoftheabovede b. Imdltd laa Nmlacrly lin�.tthc Mlwaukee,St.Paula. Pacific Railnsd;thrnecSmth 56 degras 57 mivums 24 aaconds West, en the southerly bmtoday of We above described le. uN We Nat%elyanc oCWCMilwnuk., St Path a. Pacific Raibwd, 996.53 fat thcvice contvuiv@ m the aouWety bomdvey of the above, esenbed lad a. the Nerherly line ofthr Mtwauk., St. Paul a. Pacific Rubad, South 33 degas 02 minutes 36 seconds Eat 12.50 feet theme cmtmuag ov thc mthttlybuatdary of theabove dewhed land a. tha Nooberly line of %e Milwaukle, SI. Pad and Pacific Rriirood, South 56 degrees 57 minutes 24 wends Way 1319.26 Ret to a,oul of cusp; thence matimin m %e sou%ay boundary ofthe above described land and the Northerly line ofthe Mileauka, S4 Peal and Pacific Railroad on a tmn4angendel curve annceve W the nonomm 120.34 than, sold curveba a animus of 1959.86 feet a.nwl angle of03 dogma 31 minutes 05 seconds and a chordof 120.32 feet which bco7s North 36dewm 4g minutes 57.ea.s East; than. Norah 35 degrees 03 minutes 24 seconds Eau, sngml W lac tan curve, 22.98 feoC %once SwW 56 degree 57 minutes 24 azcottds West,27.39 feet m the paint ofbe@inning nfthe line b be described; thence North 33 degrees Q mimrta 36 seconds Wes1141.43 feet %acre Nortb 42 degrees0) minutes 35 uco.s Past' 23651 feel; theme NoM S4degmec i9 mmuka 50 emm.s Earl, 265.99 fen, thence NoM 30 dogma 36 minutes5lsauvdsEx1276.37fat,Wwa Nonb 04 degree 4l mauWa 43 s.uvds Ease,150.59 teat Wevec Notts fi9degsecs l5 rdvtaes 05 xxovds Eay 190.05 tett Orem NmW 42 de@rcvs 40 teirmics oS socmeds East 116.79 (est mapoivt sen the nonM1 line ofsaid Southmst QunsterofScctiw ] 5, ditknt.[)47.57 feel ecu Cam said Fiat Queriacmve of add Secdm I5, xbns aid Imo krminaks. COMMUNITY DEVELOPMENT DEPARTMENT Planning Division — 7700 Market Boulevard CITY OF CIIAN&SSFN Mailing Address — P.O. Box 147, Chanhassen, MN 55317 Phone: (952) 227-1300 / Fax: (952) 227-1110 APPLICATION FOR DEVELOPMENT REVIEW Submittal Date: 0C.1 19 PC Date: 01121 CC Date: CAI t 0 60 -Day Review Date:Section 1: UF�118 Application Type apply) (Refer to the appropriate Application Checklist for required submittal information that must accompany this application) ❑ Comprehensive Plan Amendment ......................... $500 ❑ Minor MUSA line for failing on-site sewers ..... $100 ® Conditional Use Permit (CUP) ❑ Single -Family Residence.... ............................ $325 XAll Others ......................................................... $425 ❑ Interim Use Permit (IUP) $150 ❑ In conjunction with Single -Family Residence.. $325 ❑ All Others ......................................................... $425 ❑ Rezoning (RFZ) *Additional escrow may be required for other applications ❑ Planned Unit Development (PUD) .................. $750 ❑ ❑ Minor Amendment to existing PUD., ............... $100 ❑ All Others ......................................................... $500 ❑ Sign Plan Review..... ....... ............................... ........ $150 ® Site Plan Review (SPR) At Administrative.................................................. $100 Commercial/Industrial Districts*......................$500 $275 ❑ Plus $10 per 1,000 square feet of building areaStl to $100 ( y1 thousand square feet) Zoning Ordinance Amendment (ZOA)................. $500 "Include number of existinc employees: C+ "include number of new employees: '! ❑ Residential Districts ......................................... $500 Plus $5 per dwelling unit (_ units) �. Notification Sign (City to install and remove) ..... ❑ Subdivision (SUB) NOTE: When multiple applications are processed concurrently the appropriate fee shall be charged for each application. ............................. $200 ® Property Owners' List within 500' (City to generate after pre -application meeting) ............... ................................... �3 per address (M addresses) 6( li 3 ❑ Escrow for Recording Documents (check all that apply) ......................................... . $50 per document F-41 Conditional Use Pennittiv ❑ Interim Use Permit ® Site Plan Agreemen# 6t> ❑ Vacation ❑ Variance ❑ Wetland Alteration Permit ❑ Metes & Bounds Subdivision (3 docs.) ❑ Easements( easements) '� J6` TOTAL FEE: r �$ Section 2: Required Information Description of Proposal: ComrnencAq.� I�JaLcP'nC`-K 4tNSt ynS4 Qg 1`1000 13KAL014hS g}rt.pr3cv uu, 8g AuTomor%%h3 Vm0`I c (V roh-O%cp� ({-V94L + 400MOAk, CrAyrJa UP411- Property Address or Location: RdJ t VNZTt, 91J2c ( CI' Parcel #: 23t> 15- 1 7_1 S Legal Description: 4*4 A Lrq Total Acreage: K Wetlands Present? ® Yes ❑ No Present Zoning: Select One 1 O P Requested Zoning: Select One 1 by Present Land Use Designation: Select One PtiotAts Requested Land Use Designation: Select One OOMMR QC,4)rt o CE r*t c EYisting Use of Property Ntac -r!',LjW' Ut`1ANHAti6hP ❑ Check box is separate narrative is attached. RECEIVED rM�JHA,$�PIPt,AD!MdNG i)Fpi' ❑ Create 3 lots or less ........................................ $300 ❑ Create over 3 lots .......................$600 + $15 per lot lots) ❑ Metes & Bounds (2 lots)..................................$300 ❑ Consolidate Lots..............................................$150 ❑ Lot Line Adjustment... ...................................... $150 ❑ Final Plat ..........................................................$700 (Includes $450 escrow for attorney costs)* *Additional escrow may be required for other applications through the development contract. ❑ Vacation of Easements/Right-of-way (VAC)........ $300 (Additional recording fees may apply) ❑ Variance (VAR) .................................................... $200 ❑ Wetland Alteration Permit (WAP) ❑ Single -Family Residence ..... ................... I...... $150 ❑ All Others ....................................................... $275 ❑ Zoning Appeal... ......... ............................. ........... $100 ❑ Zoning Ordinance Amendment (ZOA)................. $500 NOTE: When multiple applications are processed concurrently the appropriate fee shall be charged for each application. ............................. $200 ® Property Owners' List within 500' (City to generate after pre -application meeting) ............... ................................... �3 per address (M addresses) 6( li 3 ❑ Escrow for Recording Documents (check all that apply) ......................................... . $50 per document F-41 Conditional Use Pennittiv ❑ Interim Use Permit ® Site Plan Agreemen# 6t> ❑ Vacation ❑ Variance ❑ Wetland Alteration Permit ❑ Metes & Bounds Subdivision (3 docs.) ❑ Easements( easements) '� J6` TOTAL FEE: r �$ Section 2: Required Information Description of Proposal: ComrnencAq.� I�JaLcP'nC`-K 4tNSt ynS4 Qg 1`1000 13KAL014hS g}rt.pr3cv uu, 8g AuTomor%%h3 Vm0`I c (V roh-O%cp� ({-V94L + 400MOAk, CrAyrJa UP411- Property Address or Location: RdJ t VNZTt, 91J2c ( CI' Parcel #: 23t> 15- 1 7_1 S Legal Description: 4*4 A Lrq Total Acreage: K Wetlands Present? ® Yes ❑ No Present Zoning: Select One 1 O P Requested Zoning: Select One 1 by Present Land Use Designation: Select One PtiotAts Requested Land Use Designation: Select One OOMMR QC,4)rt o CE r*t c EYisting Use of Property Ntac -r!',LjW' Ut`1ANHAti6hP ❑ Check box is separate narrative is attached. RECEIVED rM�JHA,$�PIPt,AD!MdNG i)Fpi' Section 3: Property Owner and Applicant Information APPLICANT OTHER THAN PROPERTY OWNER: In signing this application, 1, as applicant, represent to have obtained authorization from the property owner to file this application. I agree to be bound by conditions of approval, subject only to the right to object at the hearings on the application or during the appeal period. If this application has not been signed by the property owner, I have attached separate documentation of full legal capacity to file the application. This application should be processed in my name and I am the party whom the City should contact regarding any matter pertaining to this application. I will keep myself informed of the deadlines for submission of material and the progress of this application. 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. I certify that the information and exhibits submitted are true and correct. Name: 1Z\r1A- LA Contact: 9 Address: �i2�� C�gtl1_MA !i j�0u( Phone: �n12-440 -1196 City/State/Tip. lyQIt-1 NA 10 S S Cell: Email;:-'� t.c Fax: Signature- - " ' Date: PROPERTY WNER: In si 'ng this application, I, as property o r, have full legal capacity to, and hereby do, authorize th filing of this application. (understand that conditions of a proval are binding and agree to be bound by those condition; subject only to the right to object at the hearings or during the appeal periods. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. I certify that the information and exhibits submitted are true and correct. Name: 2,tW- LA-rriWMN Contact: LyCK t-*n%CT11*4 Address: I t64 Phone: GI2 -t{4� -719 CitylStfntelZip: _� \ 7. Cell: Email:1ri-1L, Cca"!• �- Fax: Thisac must be mpleted in,full and must accompah by all information and plans required by Pi is I City Ordinance A visio . Before filing this application, rd" the appropriate Application Checklist and Ior with the Planning Department to determine the specific ordinance and applicable procedural req ' ments and fees. A determination of completeness of the application shall be made within 15 business days of application submittal. A written notice of application deficiencies shall be mailed to the applicant within 15 business days of application. PROJECT ENGINEER (if applicable) 1l Name: NATE &r(LMAt t - SAt1Kf 2 �2C�t1 �7 SC Contact: NA'm !']'er1e &'; Address: \50 AAc SWI -Vs Phone: `�52-yly-�oC�oO City/State/Zip: Wim[ aRc� (tnl-lk S!S" Ft1 Cell: Email: S"QA "AtJQ 0M. Fax: c152 - 4'1ti Section 4: Notification Information Who should receive copies of staff reports? *Other Contact Information: Property Owner Via: ❑ Email ❑ Mailed Paper Copy Name: Applicant Via: ❑ Email ❑ Mailed Paper Copy Address: Engineer Via: ❑ Email ❑ Mailed Paper Copy CityfState/Zip: Other" Via: ❑ Email ❑ Mailed Paper Copy Email: INSTRUCTIONS TO APPLICANT: Complete all necessary form fields, then select SAVE FORM to save a copy to your device. PRINT FORM and deliver to city along with required documents and payment. SUBMIT FORM to send a digital COPY to the city for processing (required). f PRINT F SA4E FORM {{ ORM 8UBM1T FORM L_ �s._J NORTHEAST VIEW OF SOUTH BUILDING SOUTHWEST VIEW OF SOUTH BUILDING LAMETTRY SOUTH 5UILDING PRELIMINARY: JULY 9, 2015 WEST ELEVATION acAtF .la"_; _a� SOUTH ELEVATION SCALE- Ila'9 =0" C H cr r� V F a0 OW U W az �W A o� za �� ISSUE PRELIM' JUNE 16,2015 REV: JULV 9,2015 JOB # 131068 SHEET# A3 OFA SOUTH EAST VIEW OF NORTH BUILDING NORTH WEST VIEW OF NORTH BUILDING LAMETTRY NORTH 5UILDING PRELIMINARY: JULY 9, 2015 NORTH EAST VIEW OF NORTH BUILDING LAMETTRY NORTH 5UILDING PRELIMINARY: JULY 9, 2015 EA SCALE: 1/8` = 1'-B" MUCXANCAL SCREENNG PRECAST STONE i / FACADE __ .._ -= PIERS OANOPY NN NN NONE NORTH ELEVATION wlel C ilc° v i _� PACE oma PIERS SCALE: I!e" _ -B" EmI PIERS ISSUE PRELIM: JUNE 16, 2015 REV: JULY 8,2015 JOBS 131088 SHEETS A3 OFA% LJ IN me,on no '::' PACE oma PIERS SCALE: I!e" _ -B" EmI PIERS ISSUE PRELIM: JUNE 16, 2015 REV: JULY 8,2015 JOBS 131088 SHEETS A3 OFA% USE (INCLUDING COPYING, DISTRIBUTION, MINOR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IB STRICTLY PRp ISTED WITHOUT GATHRE-BERGOUIST, INC.'s UPRESB WRITTEN AUTHORIZATION. USE WITRODT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THERE Y INDEMNIFY SATIIREBERGOUIST, INC. OF ALL RESPONSIBIDD'. SATHREAERGOUIST,INC. RESERVESTHERIGHTTOHOLDANYILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITIMATE USE. PARR ROAD LOCATION MAP l_Ife: Blvd (.l \ 9 I General Mills •'9' p yy 6 C W AuloMotaPlex 'm J 01M . 9Yy PARCEL DATA - • PARCEL SIZE: 1,007,675 SF (23.11 ACRES) • GROSS FLOOR AREA NORTH BUILDING: 18,290 SF (.42 ACRES) - AUTO SHOP AREA: 13,338 SF (.31 ACRES) - CONDO AREA: 4952 SF (A I ACRES) • GROSS FLOOR AREA SOUTH BUILDING: 22,115 SF (.51 ACRES) - AUTO SHOP AREA: 9660 SF (.23 ACRES) - CONDO AREA: 12450 SF (.29 ACRES) • PERCENT OF SITE COVERED BY BUILDINGS: 4.0% • PERCENT OF SITE COVERED BY PARKING AREA 5.0% • PERCENT OF SITE COVERED BY ENTRANCE DRIVE: 2.1% • PERCENT OF SITE COVERED BY IMPERVIOUS AREA 11.1% • TOTAL NUMBER OF PARKING SPACED PROVIDED: 72 SPOTS • ESTIMATED EMPLOYEES NORTH BUILDING: 20 • ESTIMATED EMPLOYEES SOUTH BUILDING 20 J PARKING CALCS - SERVICE STATION -4 PLUS 2 SPACES FOR EACH SERVICE STALL STORAGE -1 PER 1000 SF NORTH BUILDING: GARAGE CONDOS - 4,952 SF AUTO SHOP - 13,338 SF, 8 SERVICE STALLS REO'D SPOTS = ((5000/1000) x 1) + (4+(218)) = 25 PARKING SPOTS PROPOSED SPOTS = 36 DEDICATED PARKING SPOTS (34 STANDARD 8 2 HANDICAP) SOUTH BUILDING: GARAGE CONDOS - 12,450 SF AUTO SHOP -9,660 SF, 8 SERVICE STALLS REO'D SPOTS - ((13000/1000) x 1) . (4+(218)) - 33 PARKING SPOTS PROPOSED SPOTS = 36 DEDICATEDPARKING SPOTS (34 STANDARD 8 2 HANDICAP) NOTE: PARKING INSIDE THE GARAGES AND INFRONT OF THE GARAGE DOORS ARE NOT COUNTED IOP: INDUSTRIAL OFFICE PARK DISTRICT MINIMUM LOT AREA: 1 ACRE MINIMUM LOT FRONTAGE: 150 FT MINIMUM LOT DEPTH: 200 FT MAXIMUM LOT COVERAGE: 70% MAXIMUM HEIGHT: FOUR STORIES/50 FEET FRONT YARD SETBACK: 30 FT REAR YARD SETBACK 10 FT SIDE YARD SETBACK: 10 FT ECT SUPERVISION AND THAT IcFB D CITY PROJECTNO. INA- ENGINEER UNDER THE e" spa SATHRE-BERGQUIST, INC. 150 SOUTH BROADWAY WAYZATA, MN. RD91 (952)4/BiObJ HANHASSEI` MINNESOTA SYMBOLLEGEND DESCRIPTION PROPOSED EXISTING PlanALTAGrading WG IPMETI0.Y 1W 8GVMB�PDWAY 0]W GiLLEaaa18M -- - LOTIME Plan w CONTACT' COMPCi'. ME K aDlwmaETEADXaDIIXgar _ _ EMVI:NUMETTRY�(N,aILCgA DR.w.vaE AND MM ASEMEXTS _________ rxowTB1 NIDXTOP.wAY _ Dxux1•EwwvEnewna ___y �___ ___y �_ _ - uawH Dwnae.NaMwxgE —.�-- _ _ f1MF➢EXDaftMM WMWK —s—� _�_� •Ma,IxawEMea D OO AmarucrvuLMe 3 S Aar PANXD1tXnXrD�E twlEvuvE _ wW RW fLDTNAXN£MpgN � � EaEpDET1COYEaf10w6wME m OGMM 0 aLT rENf ___-_-- ____-� Tut wFs.YAn6X TacaPoT .BEYATIw DgvYPst .TI, 1. MA'1gCiP PYUry06PKE EET INDEX TABLE PREPARED FOR DescdplionSite I PlanALTAGrading WG IPMETI0.Y 1W 8GVMB�PDWAY 0]W GiLLEaaa18M PlanU81i MNNE MMS. MNXESOT e,Na PlanLandscape Plan PREPARED BY PREPARED FOR ENGINEER DEVEIWER EPTNRFBERGOUST INC, WG IPMETI0.Y 1W 8GVMB�PDWAY 0]W GiLLEaaa18M WAVIATA,M N.E..I MNNE MMS. MNXESOT e,Na P.NE', A]6WJ] FAY IMY14M41M PHONE'1613)iB3i1B0 CONTACT' COMPCi'. NNE GCN WAETTRY EHONATEXEHE IL NXERNAH®SOTIRECCM EMVI:NUMETTRY�(N,aILCgA SCANNED SITE PLAN W�� 2�5 � �0 2�5 5�0 1_010 Yti�lC D E ■ ■ aCALE IN FEET LAMETTRY'S CHANHASSEN RICK LAMETTRY SP SP 1. ALL SANTARY SEWER SERVICES CONNECTED TO CAW MAIN SHALL UTILIZE STRUCTURE SCHEDULE OP G45TN6Y46 - +rncPwsn mnomzlae ttp C0.5nx s-xoxsAls s«ra.wan BonoNNxs ANS-XB'C900 TEE, CW0 RISER PIPE, GIRD BEND, TRANSITION GASKET AND A II ALL SEWER SERVICES PRE LOCATED AT LEAST 3 FEET DOWNSTREAM OF DIA SON 40 LATERAL TO THE STUB. INV WATER SERVICES IF SEWER AND WATER ARE IN THE SAME TRENCH. 2. ALL SANITARY SEWER SERVICES SHALL BE SCH 40 FROM THE MAIN TO THE 11. ALL VALVES ON THE WATERAWIN FOR THIS PROJECT SHALL BE GATE VALVES 7.2' STUB, EXCEPT AS OUTLINED ABOVE PAIRS! NO BUTTERFLY VALVES SHALL BE USED ON THE WATER ABI FOR THIS CBMH 943.9 48' PROJECT. 3. WATERMAIN SERVICES SHALL BE 6 -DIP. A3 STMH 949.9 48' 12. THE CT' OF CHANHASSEN CURRENT'ENGINEERING GUIDELINES' AND 4. ALL DIP FOR SANITARY SEWER LINES SHALL BE POLY -WRAPPED AND ALL STMH 'SPECIFICATIONS' SHALL GOVERN WITH THE EXPECTION OF THE SANITARY 48' BOLTS USED SHALL BE STAINLESS STEEL 944.00 SEWER AND WATERMAIN SERVICES. 5. REFER TO DETAIL SHEETS TO SEE STRUCTURE DETAILS. 13. ALL 4'-12' WATERMAIN SHALL BE PVC ONO IDR251. 3.6' 948.30 R3067 ALL 15' WATERMAIN SHALL BE PVC C905 (DRIB), 8. ALL HIT3RANT BENCHMARKS ME TOP NUT OF HYDRANT. 48' 6.6' 944.00 R3067VB 14. MECHANICAL BALLS SHALL INSTALLED INSANITARY SE T. WYE LOCATIONS VERIFIED S.3' OWTO PRO CONNECTIONPOINTSFROM R-3GBPJB LCULATDFROBDOMM SCONTRACTORS.WYE STATIONING IS CALCULATED FROM THE DOWN STREAM MANHOLES. CB EXISTING LINES FROM DEBRIS,SSEOIMENTINFILTRATION. BPLLS SHALL DEBRIS,& SEDINIMTINONOATIPE, SINEWHVd 4x3' 3.1' 93B.SO REMAIN UNTIL LINES ME TELEVISED 8 ACCEPTED BY THE CITY. S. ALL TIES AND DISTANCES PRE TO THE CENTER OF SURFACE STRUCTURES. 949.1 48- 82 940.85 IS. RACTOR CT E )HST 9. ALL HACK 48' 48 HOURS TO ANY PUBLIC EWERAVTERMAOMSIONAT LEAST 48 HOURS PRIOR TO ANY PUBLIC SEWERNIATERMAIN CONNECTION. 947AO OHE WATERMNHYDBY MEANS FAPPROVERETAINEDANDLEO TOTHE TOTEE BY MEANS OF APPROVED MEGALUGS UNLESS C3 CB 950.8 ISENOINN OTIIERMASE NOTED. 3.0' 947b0 nl(')DTW cITC \ \ \\ 114V:WGOS Qnl ITLJ QITC DURTH SUP -L�I.LIN I ML NORTH CHAMBERS OUTLET-CBMH A6 MIDDLE CHAMBERS OUTLET-CBMH Cl STRUCTURE SCHEDULE OP G45TN6Y46 - +rncPwsn mnomzlae ttp C0.5nx s-xoxsAls s«ra.wan BonoNNxs SIIucluR, Name TYPE RIM DIA HEIGHT INV CASTING Al STEIN 942] 4B' 7.2' 935.W PAIRS! A2 CBMH 943.9 48' 3.2' 940.70 R4106I A3 STMH 949.9 48' 6.3' 943.58 R-1482 A4 STMH 950.7 48' BP 944.00 R-1482 A5 CB MASS 2'x3' 3.6' 948.30 R3067 A6 CBMH BEGS 48' 6.6' 944.00 R3067VB B1 CBMH 941.6 48' S.3' 936.30 R-3GBPJB B2 CB 941.6 4x3' 3.1' 93B.SO R3067/B Cl CBMH 949.1 48- 82 940.85 R306>V6 C2 CBMH 951.3 48' 3.9' 947AO R3087 C3 CB 950.8 2'x3' 3.0' 947b0 R306JVB D1 CBMH 950.0 48' ].0' 943.00 R -3987/B D2 CB 950.0 2'x3' 3.0 84].50 ft30fi]V8 \ \\ 114V:WGOS Qnl ITLJ QITC DURTH SUP -L�I.LIN I ML NORTH CHAMBERS OUTLET-CBMH A6 MIDDLE CHAMBERS OUTLET-CBMH Cl SOUTH CHAMBERS OUTLET-STMH Al OP G45TN6Y46 - +rncPwsn mnomzlae ttp C0.5nx s-xoxsAls s«ra.wan BonoNNxs lMG 5021 •xoaEmr. s.Rcrvans OTTDERMIR WxlPeoxT "INLET 4TOP�71��11.1doun,ITROD. TARINPAMI . aonoM RO«sna oDrG, °d AGE Z, IT- kab`wW�aeenabm k:Y.'. ;�e PR, R. SECTION S.. b ,M. I-.. h, qY� STORM SEWER CATCH BASIN I01N 2 X 3' RECTANGULAR +�\q ENGINEEMNG DEPARTMENT 3101 6 -PLUS r ' INV-D.A �� PIPE BEDDING 46 _- g� I VI i AUTO BODY SHOP FOR P.V.C. PIPE SAN RG"e' ® �_ GARAGE FAFA52A E.......,.RITAI 'Dnoi... .� ' �. CON009 gUT'OBODY SHOP 99S BENo -_ O, L D. fFE9530 aaEND iy / I jI eD. xs v ir�win xee••]6 48 58 e'wu cmD CCNLiw.YXDPE BXo 504 VEDA BSIR EN 383M �: ]'SII I / 'IRIM Wa e• urcf q e �. TOPUPW60recwn.. wwu.e NO. 131 I- p •'" INY. _ n m M"OiJE _ LV .� A wl. 1 MY 9Tbw 4 IX 509 �n&.1 � calix e5 TwDP6 �"u \ � H '' rn.n.e .rca 1/AVA9 KEIP WPI), ®-jN°k / /yy' 8'l2'xOPE )TOPPLE \ IG MAP ✓ 1 .MmM...r. � BLD E. � ( � � : � � � s �` II 1 _ IHV; 916. N\ /�/ 1. -Ir V:9. fi.GS / / I' E., & ASRfP / /� �1 � N N � H n • b/io man, -\ Cl 4➢P31% SEcntw �• 7URTH SUPPL NTAL '1 B IAN % ✓ _ )�� 1' �j�- §E'I' Aa 1 Wo�F ��4FP4p �� Y11q TYPICAL 4p DIAMETER -�V i i ./ 4R' / � CATCH BASIN MANHOLE �' E sH �ORt Y' / 1 a (f0`' M�"- ENCAXEEx NG EfP1R1MENi •"b'd 3102 ax.jNW - U 1 30 15 0 16 30 6B„¢ SCANNED REVISIONS vE ASE."DRAIVINGNN4E NO. BY GATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, ANDROR CONVEYANCE OF 1 HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS SCALE IN FEET BASE_LAMETIRY O1 NRH 0NQW15 ADDITIONAL INFO PER CITYRECUEST INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I *,�,o CITY PROJECT NO' FILENO, DRAWNBY SATHRE-BERGOUIST,INC.'OEXPRESSWRIITENAUTICRIZATION.USEWITHOUT ALIADULYREGISTEREDPRCFESSIONALENWRIEERUNDERTHE UTILITY PLAN 493TDG01 SRT SNDAUTHOMZATIONCONSTTUTESANILLEGITIMATEMEANDSHAULTHEREBY LAWS )RESTATED MINNESOTA SATHRE-BERGQUIST, INC.CHECKEDBY IEMNIFY SATHREBERGOUIST, INC.OFN1 RESPONSIBILITY. NRH SATHRE43ERGOUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE 150 SOUTH BROADWAY WAYZATA. MN. MOSI (952)4)85000 HANHASSEN LAMETTRY'S CHANHASSEN71up DATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING MINNESOTAOfi/1M FROM ILLEGITIMATE USE NATHAN R. ERMAN.P.E. RICK LAMETTRYDMO: I8 S LM,MN Y]iPZ w �E.ne V pe55nwn abu ee m mi iw w•N = V ® n Fm er c F a PLAN bm�...arp� IT- kab`wW�aeenabm k:Y.'. ;�e PR, R. SECTION S.. b ,M. I-.. h, qY� STORM SEWER CATCH BASIN I01N 2 X 3' RECTANGULAR +�\q ENGINEEMNG DEPARTMENT 3101 6 -PLUS r ' INV-D.A �� PIPE BEDDING 46 _- g� I VI i AUTO BODY SHOP FOR P.V.C. PIPE SAN RG"e' ® �_ GARAGE FAFA52A E.......,.RITAI 'Dnoi... .� ' �. CON009 gUT'OBODY SHOP 99S BENo -_ O, L D. fFE9530 aaEND iy / I jI eD. xs v ir�win xee••]6 48 58 e'wu cmD CCNLiw.YXDPE BXo 504 VEDA BSIR EN 383M �: ]'SII I / 'IRIM Wa e• urcf q e �. TOPUPW60recwn.. wwu.e NO. 131 I- p •'" INY. _ n m M"OiJE _ LV .� A wl. 1 MY 9Tbw 4 IX 509 �n&.1 � calix e5 TwDP6 �"u \ � H '' rn.n.e .rca 1/AVA9 KEIP WPI), ®-jN°k / /yy' 8'l2'xOPE )TOPPLE \ IG MAP ✓ 1 .MmM...r. � BLD E. � ( � � : � � � s �` II 1 _ IHV; 916. N\ /�/ 1. -Ir V:9. fi.GS / / I' E., & ASRfP / /� �1 � N N � H n • b/io man, -\ Cl 4➢P31% SEcntw �• 7URTH SUPPL NTAL '1 B IAN % ✓ _ )�� 1' �j�- §E'I' Aa 1 Wo�F ��4FP4p �� Y11q TYPICAL 4p DIAMETER -�V i i ./ 4R' / � CATCH BASIN MANHOLE �' E sH �ORt Y' / 1 a (f0`' M�"- ENCAXEEx NG EfP1R1MENi •"b'd 3102 ax.jNW - U 1 30 15 0 16 30 6B„¢ SCANNED REVISIONS vE ASE."DRAIVINGNN4E NO. BY GATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, ANDROR CONVEYANCE OF 1 HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS SCALE IN FEET BASE_LAMETIRY O1 NRH 0NQW15 ADDITIONAL INFO PER CITYRECUEST INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I *,�,o CITY PROJECT NO' FILENO, DRAWNBY SATHRE-BERGOUIST,INC.'OEXPRESSWRIITENAUTICRIZATION.USEWITHOUT ALIADULYREGISTEREDPRCFESSIONALENWRIEERUNDERTHE UTILITY PLAN 493TDG01 SRT SNDAUTHOMZATIONCONSTTUTESANILLEGITIMATEMEANDSHAULTHEREBY LAWS )RESTATED MINNESOTA SATHRE-BERGQUIST, INC.CHECKEDBY IEMNIFY SATHREBERGOUIST, INC.OFN1 RESPONSIBILITY. NRH SATHRE43ERGOUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE 150 SOUTH BROADWAY WAYZATA. MN. MOSI (952)4)85000 HANHASSEN LAMETTRY'S CHANHASSEN71up DATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING MINNESOTAOfi/1M FROM ILLEGITIMATE USE NATHAN R. ERMAN.P.E. RICK LAMETTRYDMO: I8 S LM,MN Y]iPZ CONSTRUCTION NOTES 1. INSTALL SILT FENCE AS SHOWN ON 111, AS REONREO BY THE CITY OR DIRECTED BYTHE ENGINEER 2. TIE INLET PROTECTION SHALL BE INTO EXISTING CATCH BASINS AT THE BEGINNING OF GRADING OPERATIONS TO PROVIDE TEMPoM4Y$iCRM WAI£R1RFp1MENT CURING CONSTRUCTON. SAND AND SILT MUST BE REMOVED FROM ME INLET PROTECTOR AS NECESSARY DURING CONSTRUCTION AND AT ME COMPLERCN OF ME PROJECT. 3. BEGIN GRADING, INSTALLINLET PROTECTION. TEMPoRARY DRAINAGE PIPE SMALL BE USED 1ORNITONXIMIA7E DRAINM£OU-NG1M CONSTRUCTION PERICOAS NECESSARVANDdRECTEOBIMEENGINEER. INSTALL SILT FENCE AROUNGEXf VATEOBASNS 0. INSPECT BASINS. SILT FENCE, AND ROCK ENTRANCE BERM AFTER ALL RAINFALLEVENTS AS SECUIREDBY THE NOTES PERMR. i ALL SLOPES 3:I MAX (UNLESS NOTED) B. RESTOMTTON-R.1 ACRES) A RESTORE ALL DISTURBED AREAS WITH 4' TO IF OF TOPSOI L, OR EVER NG ON$NE ORGANIC MERL B. SEEDPoNO SLOPES ANO DETENTIONARFASWITH MWDOT310 OR BWMASSEE. MISATA RATE OF'SO _BSJACRE ANO FENLME WTIH U,ATIGGLB$IMRE. SEED WETIANO BUFFER AREAS WITH MNNOT 350.MEWC PRAIRIE GAS PIS LB.1 OR SWSR 54201 SEED MIK AND FERTIME WITH 2D610 AT ICO LBELA M,(REFER TO TLAND CREATONSIANKING PLAN FOR WETLAND SEED MIX REOMREMENFBL C. SEED ALLOTMEN DISTURBED AREAS WITH MNDOT 25DATA RATE OF IM LESJACRE AND FERRME WITH20P10 AT 1C0 LBELMERE ( NIESSOTNEIM9SENOTED) D. ONLY PHOSPHOROUS FREE FENTIMER IS TO BE WED ON STc E. MULCH WITH TYPE 1 AT A RATE OF 2 TONS/ACRE AND DISC ANCHOR IMMEDIATELY AFTER PLACEMENT. USEWBOMIIERBIANRETONALLSLOPESSA(FTOR GREATER F. PLACE APPROVED STORM SEWER INLET PROTECTION IN OR AROUND ALL STORMSEWER INLET$ AND MAINTAIN UNTIL STREET CONSTRUCTOR IS COMPLETED. REFER TO CITY DETAILS FOR APPROVED DEVICES. INLET PROTECTION MUST BE INSTALLED IN THE RECEIVING CATCMEASIN5 MOUTH OF THIS ARE G. MAINTAINALL SILT FENCE UNTIL TURF HAS BEEN ESTABUSHED. H. RESTORATION WORK WI LL BE COMPLETED WITHIN 22 HOURS OF GRADING COMPLETKML ]. SILT FENCE -BEFORE GRADING- 1,900 LF SILT FENCE -AFTER GRACING -CLF NORTH SITE; R<. GARAGE i I \\ /42 311 CONDO'S — -.. W V 46 1 - SP--� -- _ \ AUTOBODYSHOP-� V PFE.933A3.0 \ 08 53 NO. 131 \ \ o \ \ L )TORPLEX V v .vv11v� Via, vvv �A / 3URTH SUPPL NTAL I 1vvv,/�M,d' / ALL STORM WATER INSPECTIONS ACCORDING TO THE MPG STORMWATER PERM. THISINCLUDESBOTMWEENLY WNEVENT. ACAPY OF THE INSPECTION REPORT MUST BE EMNLED TOME ENGINEERANDDEVE PER CNA 2. THE CONTRACTOR SHALLPLACE INLET PROTECTION DEVICES INACCORDANCE WITH THE CITY FOR ALl STORM SEWER INLETS ANDMyNTNNTIEM ASPM EFFECME SILT CONTROL DEVICE INLET PROTECTION S.L BE REMOVED WHEN RESTORATION HAS BEEN ESTABLISHED. 3. ALL RETAINING WALLS WILL REQUIRE A STRUCTURAL DESIGN,A BUILDING PERMIT 6A FINAL INSPECTION REPORT. A. A V-2' CRUSHED ROCK ENTRANCE BERM S.L BE PLACED AT THE BITE ENTRANCE. TO REPLACE SILT FENCE, AND MINIMIZE EROSION ON TO THE STREETS ME ROCK SERVE SHALL BE TIE WIDTH OF ME ENTR MES AND FEET NIGH V THRl SLOPES (SEE DEI 5. THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE AWAY FROM ME BUILDING PAD AND MEET ARM TMROUGMWTCMISTAL"MIN. 5. THE CONTRACTOR SMALL ATTEMPT TO PREVENT SML MATERIALS FROM LEAVING THE WE BY EROSION AND VEHICLE WHEEL TRAGI HE SHALL BE RESPoNUBLE FOR CLEARING OF STREET. BOULEVARD AND UTILITY 'SO. EB THAT RECEIVE ANY ERODED OR TRACKED SOI L MATERIAL OR OTHER CONSTRUCTION DEBRIS OR MATERIAL 2. EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE ME EXACT LOCATION MANY ME, ALL E M,WG UTILITIES BEFORE COMMENCING WORK ME AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY M ATE AND PRESERVE ANY AND ALL EXER NG UTILITIES 8. SUB MING PADS PRE 90 DEEP. UNLESS OTHERWISE NOTED. THE FRONT AND REAR HULLOING 1. LINES AM SHOWN ON THE P. TME ENGINEER SNouM BE CONTACTED IF THE CONTRACTBR HAS ANY QUESTIONS REGARDING BUILDING PADS. REAR PAD E(E NUNINS SMWLD BE ESTABWHEO GAME OFF THE 21 SLOPE FROM THEA FLAT BENCH. OR AT MOST 50SEXING FRONT OF PPA / / I l I USE (INCLUDING COPYING, DISTRIBUTION.MDKMCONVEYANCEOF IHEREBY CEI INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED SATHREAERGOUIST, INC.'s EXPRESS WRITTEN AUTHCRIZATq . USE WTMOUT AMA DULY R SAIDAUMORIZATIONCONSTTUTES AN ILLEGITIMATE USE AND SHAH THEREBY LAWS Oj,TII[ INDEMNIFY SATHRE-BERGOUIST, INC. OF ALL RESPONSIBILIPI. L//J SATHRE-BERGOUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIM4TE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILIEGITIMATE USE NATHAN R H. SOUTH SITF r/. ESE A,,A SATHRE-BERGQUIST, INC. 15USOUMBROADWAY WAY2ATAMH.553B1052)A7650W Wp NOlfks ROCK ENTRANCE BERM ------ SILT FENCE ------ POST GRADING SILT FEI —ems BIO -ROLL ® CONCRETE WASHOUT O INLET PROTECTION �,:>ttt LLtWOODFIBER BLANKET R, Z, ID MI FM� FRN SlT affor ROCK M a CONSTRUCTION NTRANCE 01NEEANG OEPAR V. n- 53D1 SEDIMENT TRAP CN'wSEXLIC1Iu. E, ux EES OxOS [M10FAH M DO AL ` ., DESCH UV5 a- MODELNCG23� >«^rep Im, PRIM, o a _IWX M. NTERuc. Sw ORM I Sala¢ I IMLR ¢ ¢ rs/ M. my R[rtmv�E �rrtn IV.Rew NTrt. XI.. CATCH BASIN MONO SEDIMENT TRAP vra vi INGINICHINS OIPARTHEM GRADING & EROSION CONTROL PLAN AB3T0001 :HANHASSEN LAMETTRY'S CHANHASSEN Gp MINNESOTA RICK LAMETTRY GP gSMIT RNEE. �,UU& 'D"` �"'° P X 9000.0 =TOP BACK OF CURB ELEV. x 900.0=GUTTER/BIT ELEV. usNn � QI1g�r SILT HORN FENCE _ A+w ENGMEERXC OENNED}00 K 60 SC SSCC A 30 15 O 15 3p SCALE IN FEETETT GRADING & EROSION CONTROL PLAN AB3T0001 :HANHASSEN LAMETTRY'S CHANHASSEN Gp MINNESOTA RICK LAMETTRY GP SITE PLANTING LEGEND Buffer Requirement East side of property ='Buffer B' for every 100 ff. - 2 Canopy Trees -4 Understory Trees 6 Shrubs Nonh & West side of property ='Buffer A' for every 100 ff. -1 Canopy Trees - 2 Understory Trees 3 Shrubs CITY OFCHANHASSEN RECEIVED JUN s ZUb CHANHASSEN PLANNING DEPT r F- r \ ^ r �`n}fj�/ —SOD `--' LIMITS — --- --. HONEY LOCUS) T Ex SCANNEL' F F- __. ; F X I NATIVE GRASSES ,B r AUDUBON ROAD I I SCALE IN FEET DESIGNER NO. BY DATE REVISIONS US (INCLUDING COPYING. DISTRIBUTION. ANOpR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS OF THIS PRODUCTISSTRIINC:a CRYPRQIECTNO. FILE NO, ------- DRAM BY -- PROHIBITEDWITHOUTSO USE INC PROHIBEXPEZESSMITHNALTHOYd TION. USE .ITHOUT NoTby & Associates J L SOUTH BUILDING PLANTING PLAN - AN BEANDSHALL WEREBYI rd< m -.a. .remn�wwe<h a.e .• ery.�wr / ,_ CHECKED BV - NORBYONCONSITUTES THEREBYI INDEMNAUTIFY ESLANDSCAPE RCHrTEMATE ALL C, OFRESERVES ---- -- -- RES Y" '^""'-- "� y LariUseapC Architects Inc.CHANHASSEN, Landscape LPi — `RIGHTNSIILITY. ORST&A ASSOCIATES ARCHITECTS. IN . LAMETTRY -- DATE - THE RIGHT TO LDANYflA330MATE3SERORPARTYLEGALLYRESORESERVES ROLL ANYILLEGITIMATEESULTINEFROM OR RESPONSIBLE ""e MINNESOTA - ----- - ----- E -- ---- --- FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. GITMATE USE. _ �+• '•� n=e�rvb,-e -... lnuE ASMx ]Street Clue ka, MN SSJ18 (952)361-0fi94 SITE PLANTING LEGEND Buffer Requirement: East side of property ='Buffer B' for every 100 ff. - 2 Canopy Tress - 4 Underslory Trees - B Shrubs North 8 West side of property I: 'Buffer A' for every 100 F. - 1 Canopy Tress - 2 Understory Trees 3 Shrubs CITY OF CHANHASSEN RECEIVED JUN 19 2015 CHANHASSEN PLANNING � . r SCANNEL 1;. SCALE IN FEET ,/ - USE (INCLUDING CGPYING. DISTRIBUTION, ANDIOR CONVEYPNCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY CRV PROJECT NO. FILE NO. °� �, -- -- ----- - PROHIBITED WITHOUT NOBBY 3 ASSOCIATES LPNDBCAPEARCHIIECTS,INC.aF MESSWRRIENAUTHORI LTMN. USE WITHOUT SAID AUTiORRATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL I y, ryy " ov wn Norby & Associates NORTH BUILDING PLANTING PLAN _..— CHECKED BV __ -- -- ---"'-"— THEREBY INDEMNIFY ROBBY& ASSOCIATES LWDSCAPE ARCHITECTS, INC. OF ALL Landscape Architects Inc. cHANHAsseN, RESPONSIBILITY. NOBBY& ASSOCIATES LANDSCAPE ARCHITECTS, INC. RESERVES j'+ ' LAMETTRY LP OATE THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPCNSRIE W ----- --- MINNESOTA __ _-_--_-_.,. _ ____ _. .— FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE, w. _wF.�w-• .,, i 100EsnI MdSea[ Chea AW 55318 (952)361-0649 y _ °53'16n a=z \Vo 5 &� 1 I� 0 00 0y6 Tac°� 5rl° �WT iPrE OII y �.° - Mcnngl3 or t 1. "4 'q 'nJ IT Y I WI MAMI S a _ k Y yy/MITI Y / q r � G I ,A- S, 51qti °pbE 1 R Ate % {n.. W..._� / 11 �V01J i 5I5°OIYTE 1934 � 1 t%`M'SAE OPA An wETLAM - rl J FO t DEtcgP LION Cf egoPERn B® Ram m,H.r M.IJ. 1Mpon°fill[]uwM1enl VoonvufSnliw�li, TowmFlP lie N,mli. xnuae v. Weslol�MSII, PAn[iRIM[Niui6xn4N a,: L%<fl'TrvM1kM1 lin WnuAy ofPlurtG.n�1.N, nIn,Aln°rmitiv'MJ,xnMdes follows: THA FIR °fln°I. AR—lar, NMM1wA TRMIA Ynui 11. l—., Me Hurn. Wngv AI Jx fw TTrA,, Mmtlim Iva.YHM AA 3OTEt WJ" NO[ny^fM1n Mura[w mw puarc.luwrv¢x WRlus uan vRnd inlMemn. Ipx lkW lmwena'14 mos -e-rt u r y 1-s 14u'flea eL' - U,re 'fq. rmp Mdm° 9� wWwn RmlW qrt Wvtl. x-wxw Re,Ma:vn,91 1 xpMM.Mnnnmvq.[reh nea¢J py Ri ,uT nn,pinnu sm.'.ea,Ru.r onset l). RNA OCY OKHANHASSEN RECEIVED JUN '19 2015 ynnnnn=tN N^UNN2,IyNG DCCT ,R, cm�tr swnxweim nK) 30 15 IJ 15 30 BO SCALE IN FEET SURVEYLEGEND Iherehy Rarify that Survey. {Tan or relwN was prepared by me or uMermy ALTRI SIW ano Ina11 am a ddy UrCoard Land Surveyor umarMel of roe eor Mnne N. Dated lNs tlay ofJ 2015 M 17 CAST a.. MORI 0 Air III I ® CATCH $PCN 0 CABLE TV PERI IAL N d FLAP.ED ENO SEC110N 0 ELECTRIC TRANYORMER I A C UAGIRIL MARHO E all A CUY WIRE 0 ELECTRIC METER 9yo_ — CONTAIR C.11HG OCY OKHANHASSEN RECEIVED JUN '19 2015 ynnnnn=tN N^UNN2,IyNG DCCT ,R, cm�tr swnxweim nK) 30 15 IJ 15 30 BO SCALE IN FEET FlELD CREW NO. BY DATE- RENSIONS SURVEYLEGEND Iherehy Rarify that Survey. {Tan or relwN was prepared by me or uMermy ALTRI SIW ano Ina11 am a ddy UrCoard Land Surveyor umarMel of roe eor Mnne N. Dated lNs tlay ofJ 2015 M 17 CAST a.. MORI 0 Air III �BTLI ® CATCH $PCN 0 CABLE TV PERI IAL ALL d FLAP.ED ENO SEC110N 0 ELECTRIC TRANYORMER r— CABLEiI U'1 GnTE SALVE C UAGIRIL MARHO E CgICREIE CHAR CONCRETE CUY WIRE 0 ELECTRIC METER 9yo_ — CONTAIR C.11HG iY HTD"Nrr C GAS ME1ER I _.....-. GDAHOIR PROPOSED O SWVET MDR.EYl SET 0 CAS VALK IT—DRMN IILE • 9JRVEV MONIMflIT FOJNO ----GVARO RAIL ELECTRIC Ia RIGGROUJD G SORVEY C°NTRCL Ao HT O HAND T. — —r— I.. [} LIGHT POLE 0 Sp, BORING M— /IBER OPTIC LNUERRhMD ....M F!.E TREE CCNEERGVS — GA$ VNOERGRIDI �+SAHIIARv MANHG,E 'REE OE.WW —PHw— O'IERHEAD U1RMY 0 SAMTARS CLEANOUT aT) TELEIINAE MAM.CUl y{}}iy4y-I RAILROAD TRACTS a 9GN TELEPHONE PEDESTAL — SAHITAAY %AM GROW. ELEVATION TRAr K SCHAL +>— S1CRM SEWER t7. 'Ton"HARRYQ1 ,TlL:IY MANHOLE TELEPHCNE Io RGPAIND ® S1ORM MANHOLE 0 VTILIii PEDESTAL —VR— VT1111 LWDERCRQIND O YARD LIGHT Qj KIT I WATERMAR FlELD CREW NO. BY DATE- RENSIONS USE QNCLUdNG COPYING, DISTRIBUTION, ANDIOR CONVEYANCE OF INFORMATON)OF TMIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGDUIST,INC .'a EXPRESS WRITTEN AUTHORIZATION. USEWEtHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGOUIST, INC OF ALL RESPONSIBILITY. SATHREBERGOUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE FROMIILUSER LEGITIMATEPARTY LEGALLY SE RESPONSIBLE FOR OAMAGESORLOSSESRESULTING Iherehy Rarify that Survey. {Tan or relwN was prepared by me or uMermy ALTRI SIW ano Ina11 am a ddy UrCoard Land Surveyor umarMel of roe eor Mnne N. Dated lNs tlay ofJ 2015 M x1aNs a,gpF . ° SATHRE-BERGQUIST, INC. TNN.itfi-RGE23-SECTS C PO Certificate Ol Survey Prepared F.T SCANNEC Richard Lamettry FlLE NO. 49391H10 ALL DRAWNBY CARVER COUNTY DBP BOOK)OOKPAGE %%X GHEGKED BY Chanhassen, MINNESOTA DBP ,... Woro {as 11 150 SOUTH BROADWAY WAYZATA MN.55391 (952)OBfiWp Px"Mp DATE DaNtl&Pembelbv,PLS nesot UUwls No.0O3 pemhlMOn�Sdfile.wm 0&28/16 VNv�vV rlS of \ 4a T t \ V A IR�w��p 92 Bim L_ I.. �•'��. r \` 566 a '>n / 4 \ °0 �1 1 I e ��4 -3n 1�4 V 1 L_ \Til O/L(MfFTR�W6E.i ✓ Bay "' Ya a z s'+.. USE ANCLUDING COPYING, gSTRIeUTION. AND/OR CONVEY. I {� IS � DI �II \ � sE .J E SEAIfNT CJR OFAIAIGE &— �urrvwvtc55vEw 5P�' C✓AN4 N/MBCF`l 163/]9. "% � Iso 5 aov WRITTR EN AUTHORATION. USE WfrHOUT W ILLEGITIMATE USE AND SHALL THEREBY OF ALL RESPONSIBILITY. THE RIGHTTO HOLD MY ILLEGAMATE ILE FOR OAMAGES OR LOSSES RESULTING S5� A — I 5, 0 ay oEv.r (FYR0— &IRVkYEO Tey Iw,wn.�ao�a,.nl Iw^.onlwrnllo: xeA mhNl M'. Thu pn .f .fu Um en .f4v nn 5.1 'slp ...w.. MulJna lAvplMN"enJxAM1W I., rrT.II6 ben WttwlYarllln.l-1 Jl. u'rceA'neolylYum4axnbeJ ufollow'. it p Irc3w.F qw rM1 h le Qm f5 II \ 0.nPe1 N IMM 4 Ud '. GAAAAAAA, .AA.1 1,I. Sw IJrc oMgs wMlm Jyab. f4m P 4p E M In' bfv.. I W£ Ixv QA fJ. m RILI WAd-A-1.1Srv1Sun.4 n 11 are l w SAI ti r. a Np+IVIY M r y. I ;mn n. Iu+.w.mea lS r IM1 A w+nv G R U. k �tl S_wann r m1 Ry�. ANnpw Irc la1 l1. r a1-.1— DIAI.1IP tl .WIT'uxrc ml1. urn .AD are,... . Wl rm—[crag mlbeou- I,AN sawn QAAr"lf sa A:1— Ill 155 wAe olLti Il SI A'S L '"a Cb' n AIN 11 f1 Ln f geRn yryw. I ' mw i Lw ' aNb aM1un fRmWiR Jnl( f' nun aPe 6 IW - Rf f A 4t^b dlu�hxxlh A Juav I :ml ' wN J. l I M1um 11.g11Y " f I lmv M harp InxvmPT MrW k N (I b I g�np T®"sh Ian R..I¢aaf M M Iby k' 4'N fW lk aryd Jmvn M1 rq M bnc Ip*rbM 1 f M ryg5 W11. uR<'ve Jirc n(IuN'. lJ Pm ! P]F 8.pd R. 0.'W 4P15. R OJF] f IM YW 1 LIP attn dm.n rwaa x.wnM Ircn nB..aly...� wlwnwwollnll spun]Mmwn hrtnne'ert4 ul.eMgn aue G: rvnmmu .4nv��.mmpn- YamY.s±I...\ y'vU LULL LL LL LLI' LL LULL LL LL LLIl��LL LL LLL LL LL LL LL LL LL LL LL LL LLL LL LL' / LLI LL LULL' / LL LL / LL' LL LLI�LL / LL LLI Ir LULL_ LLI,, �:ITYOFCHANHASSFV RECEIVED JUN .I j Zf)15 t;HANHAM PLANNING OrPt N�Y w 15 0 15 30 BO SCALE IN FEET SURVEYLEGEND r CAST IRON MONWErvr ® A/C UNIr OgIlIMu»Ls ® CATG. BAS. M C.1 Iv PEOFSTit F M ELECTRIC TRANSTOPMER —nM— 'ABLE *v W GAT E VALVE ® ELECTRIC MANHOLE CONCRETE (LRB O CGN'RETE WY MRE ® RECiRIf. METER —gpn_ CGIT. EI STi.G V HYDRANT R• GA$ METER - _ CGH. PPOPoSN � g�g ® GAC vAIIP IT— DRAIN TILE • $URVEV MONL4ENT IC D ---- GUAPO RAIL — .c— ELECTRIC UNOERGROLNO �., wavEY Cpi TPCC 1.Nl 8 HAND HaE r p L11T POLE 0 .1 BORING II— PIBER O191 IMOEIGPDDII I- POWER FO.E 1REE CWIrEROh —us GAS JNOERGROUND ISI $A.YITPRY MANPGLE 1PEE DECII. —ulu OVEPHEPO V`Lil O SA.TARI CLEANWi m IELEPHCNE MANHOLE {}}ryyyyl RAILROAD TRACKS v SGN M TE EPHONE PEDESTAL N�Y w 15 0 15 30 BO SCALE IN FEET TWPd18-RCI SEC.11 xGeps sUq F CARVER COUNTY N SATHRE-BERGQUIST' INC. 15GSOUTHBROADWAYMA TA.MN.55391(9y11A]66000 Chanhassen, MINNESOTA NG `fRS pi Certificate of Survey Prepared For Richard Lamettry 2 3 SURVEYLEGEND r CAST IRON MONWErvr ® A/C UNIr OgIlIMu»Ls ® CATG. BAS. M C.1 Iv PEOFSTit d ELAREO END SEC1.1. M ELECTRIC TRANSTOPMER —nM— 'ABLE *v W GAT E VALVE ® ELECTRIC MANHOLE CONCRETE (LRB O CGN'RETE WY MRE ® RECiRIf. METER —gpn_ CGIT. EI STi.G V HYDRANT R• GA$ METER - _ CGH. PPOPoSN o ILGIPY MONUMENT SET ® GAC vAIIP IT— DRAIN TILE • $URVEV MONL4ENT IC D ---- GUAPO RAIL — .c— ELECTRIC UNOERGROLNO �., wavEY Cpi TPCC 1.Nl 8 HAND HaE — —.— FENCE p L11T POLE 0 .1 BORING II— PIBER O191 IMOEIGPDDII I- POWER FO.E 1REE CWIrEROh —us GAS JNOERGROUND ISI $A.YITPRY MANPGLE 1PEE DECII. —ulu OVEPHEPO V`Lil O SA.TARI CLEANWi m IELEPHCNE MANHOLE {}}ryyyyl RAILROAD TRACKS v SGN M TE EPHONE PEDESTAL SANTARv SEMTR .."ID ELFVAi GN "A"" ELL A, —>'— "0" SEWED C\ STCFu DPAiry G J11111 MA.P0,E ICL— 1ELE11ONE UJOERGRUFUO STORM MANHOLE ® '.JT'. PEOESIAL _uT.— LTILIi'I AIDERGr.DD 0 .ARD ucnT 6Tj WELT. — WATERMAIN TWPd18-RCI SEC.11 xGeps sUq F CARVER COUNTY N SATHRE-BERGQUIST' INC. 15GSOUTHBROADWAYMA TA.MN.55391(9y11A]66000 Chanhassen, MINNESOTA NG `fRS pi Certificate of Survey Prepared For Richard Lamettry 2 3 ovP i 1 'r i i • 1t �� PARK li"PIR Mp AD u• tii \ c tis °�y � � V A\ � � �� s /� 155�+•N 566 w , Tn oE>L 1 � USE (INCLUDING COPYING, DISTRIBUTION, ANO/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHR&BERGOUIST, INC.S EMPRESS WRITTEN AUTHORIZATION USE WITHOUT SND AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHREBERGOUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGOUIST,INC. RESERVES THE RIGHT TO HOLD ANYILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITIMATE USE. n Sr ( b ASh. S > d'I ifR i\ 1 9°n6 O8'E j2 63 G1 1 env 50 I � I eBswPnox aF NwRLRry wRL•Tm IP✓5[M1eU'h AINXre M1e n�i rsNrerce0 Tb4bmnLneM1 TMa,IIw uf�Mfvllnxlny kwiiMJlnN: ilml Mn nfJra YUNvalµmnvrfhv'Irmr 15, 1—lllll lll.nmer,R y_,. V-.'llu Alr l`nrcpul Menxi,nJwnM1Jw: sxGeRwnxn m. wm ml. am IIREN.x.L,«a.8'rmar�a.m..La<wr;na., ulMr,.: in. ryn are,b n VHI' Ma G' r5 Is,T VV, x, w 1u1 UN l- 11 Jcu - 9v{nninFa IUSwrM f IJ ny Gaul N N MnQuyr - LA p—d ... W mh W E I I'n f JSu nv � Guenun A—al. Vu E f "I..,No l]]Ayv nJ,t Ji !. r aN B t r rrp n'I M" g�nJmaf• Nf n Li 1 f JSuul pwna"al a"l V 0 n 11 -lF mm x.4 aWiyM lawl' lw'J $�YIM1,1tl Uuau,v'1le ManMu�GuuR,utllxum u!]lS,rt unvtyn a(Mp nn nA umrL vmne'ru$anvy OunW 5ubµr uuwmm WUmySuru AW111p1wpy W.li. C4 OR10 LwT RLE \ KS LTM I � r.M agora er' �N,. 1 n s rwm.w.tl Ln am. N' YI PwW pminnr yYna. I" NArcaa eK I !M 6 M1>^[[ I'llwd Ifi IR m pg. 1¢vmt J: I I I q mb 1 n r Lmrl m�Nx mous Iurt lMm u,l �'g w rmu�-rcR-+'I ,we..nmol v� I Im me M�.,.,:.sr 'kv Lyn, a4ry .I wr¢ r.yunW'a ax r. Ip+Flam Rvv xeP, comm amnY Pav[�Nw,1W51 Idl5B �uD�Mlu1y 1019. aM ]1 P Arml h IJJ ft NW h 0- Y IIIR, J 61 Matl i fuq muff 5 yrwlnvafAWeken Ratl mJ. T\1-aL4.W IM1YCll)MI SJ WMeNaMwnlrnnaxerce uuNMKpI1mY l:mrvmlaal5eur.m Cw rynYan4ylwMxl530b.. uamvt JNom pgmJ. YWrYOFCHANHASSEN RECEIVED JUN .I�j Z015 C144NHASSEN PLAN NTNG AEPi OBTW HOU$ 0 CABLE Tv FCBEETA CABLE TV 0 ELECTPC TRAHFDR ER / 0 ELECYRC MANHOLE Y O ELECTRO METER i —,p CCJJTOUR EASTING O GAS METER N L / UNARI ULI -- WARD RA1 ovP i 1 'r i i • 1t �� PARK li"PIR Mp AD u• tii \ c tis °�y � � V A\ � � �� s /� 155�+•N 566 w , Tn oE>L 1 � USE (INCLUDING COPYING, DISTRIBUTION, ANO/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHR&BERGOUIST, INC.S EMPRESS WRITTEN AUTHORIZATION USE WITHOUT SND AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHREBERGOUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGOUIST,INC. RESERVES THE RIGHT TO HOLD ANYILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITIMATE USE. n Sr ( b ASh. S > d'I ifR i\ 1 9°n6 O8'E j2 63 G1 1 env 50 I � I eBswPnox aF NwRLRry wRL•Tm IP✓5[M1eU'h AINXre M1e n�i rsNrerce0 Tb4bmnLneM1 TMa,IIw uf�Mfvllnxlny kwiiMJlnN: ilml Mn nfJra YUNvalµmnvrfhv'Irmr 15, 1—lllll lll.nmer,R y_,. V-.'llu Alr l`nrcpul Menxi,nJwnM1Jw: sxGeRwnxn m. wm ml. am IIREN.x.L,«a.8'rmar�a.m..La<wr;na., ulMr,.: in. ryn are,b n VHI' Ma G' r5 Is,T VV, x, w 1u1 UN l- 11 Jcu - 9v{nninFa IUSwrM f IJ ny Gaul N N MnQuyr - LA p—d ... W mh W E I I'n f JSu nv � Guenun A—al. Vu E f "I..,No l]]Ayv nJ,t Ji !. r aN B t r rrp n'I M" g�nJmaf• Nf n Li 1 f JSuul pwna"al a"l V 0 n 11 -lF mm x.4 aWiyM lawl' lw'J $�YIM1,1tl Uuau,v'1le ManMu�GuuR,utllxum u!]lS,rt unvtyn a(Mp nn nA umrL vmne'ru$anvy OunW 5ubµr uuwmm WUmySuru AW111p1wpy W.li. C4 OR10 LwT RLE \ KS LTM I � r.M agora er' �N,. 1 n s rwm.w.tl Ln am. N' YI PwW pminnr yYna. I" NArcaa eK I !M 6 M1>^[[ I'llwd Ifi IR m pg. 1¢vmt J: I I I q mb 1 n r Lmrl m�Nx mous Iurt lMm u,l �'g w rmu�-rcR-+'I ,we..nmol v� I Im me M�.,.,:.sr 'kv Lyn, a4ry .I wr¢ r.yunW'a ax r. Ip+Flam Rvv xeP, comm amnY Pav[�Nw,1W51 Idl5B �uD�Mlu1y 1019. aM ]1 P Arml h IJJ ft NW h 0- Y IIIR, J 61 Matl i fuq muff 5 yrwlnvafAWeken Ratl mJ. T\1-aL4.W IM1YCll)MI SJ WMeNaMwnlrnnaxerce uuNMKpI1mY l:mrvmlaal5eur.m Cw rynYan4ylwMxl530b.. uamvt JNom pgmJ. YWrYOFCHANHASSEN RECEIVED JUN .I�j Z015 C144NHASSEN PLAN NTNG AEPi CAST IRON uonwFlrt a c s: SAV. a REO END SECiW N GTE 'VE wARE Y YNNNi 0 SURVEY MWLTIENT SET • SDRVEY MQYWENi FOUND C' LI.T Pa' cy, POwFF PQE SAN1.1 MANHOLE O SAN TARY CLEANOUT v $GN CRWnO ELEVAT HN 'TORR DRAIN STOtM MANH4E ♦ARD LIGHT TWP.116- RGE23-SEG.11 +a"...- CARVERCOUNTY SATHRE-BERGQUIST, INC. BOOK XXYPAGE MMI(1WSOUTHBROADWAYWAYZATA,MN.55391 (952)476bWp Chanhassen, MINNESOTA +'_- N � RI w°�sve mem seK� 30 15 0 15 30 SO SURVEYLEGEND SCALE IN FEET 0 A/C LN1 OBTW HOU$ 0 CABLE Tv FCBEETA CABLE TV 0 ELECTPC TRAHFDR ER CONCRETE CLRB 0 ELECYRC MANHOLE Y O ELECTRO METER i —,p CCJJTOUR EASTING O GAS METER N L �5 EI UNARI ULI -- WARD RA1 E ECTRIC HNOERGR ID111 CAST IRON uonwFlrt a c s: SAV. a REO END SECiW N GTE 'VE wARE Y YNNNi 0 SURVEY MWLTIENT SET • SDRVEY MQYWENi FOUND C' LI.T Pa' cy, POwFF PQE SAN1.1 MANHOLE O SAN TARY CLEANOUT v $GN CRWnO ELEVAT HN 'TORR DRAIN STOtM MANH4E ♦ARD LIGHT TWP.116- RGE23-SEG.11 +a"...- CARVERCOUNTY SATHRE-BERGQUIST, INC. BOOK XXYPAGE MMI(1WSOUTHBROADWAYWAYZATA,MN.55391 (952)476bWp Chanhassen, MINNESOTA +'_- N � RI w°�sve mem seK� 30 15 0 15 30 SO SURVEYLEGEND SCALE IN FEET 0 A/C LN1 OBTW HOU$ 0 CABLE Tv FCBEETA CABLE TV 0 ELECTPC TRAHFDR ER CONCRETE CLRB 0 ELECYRC MANHOLE IONCRETE O ELECTRO METER i —,p CCJJTOUR EASTING O GAS METER "', _ CONTOUR PROPOSED 0 GAS VALVE UNARI ULI -- WARD RA1 E ECTRIC HNOERGR ID111 G HAND HOM —.— FENCE 0 SOL W.Hc sE OPnc u GUIGmwlm EE CMIEERWS UNDERGROUND TFSE DUSA —ma OVERHEAD UTLir O TELEPHONE MANHOLE -FN4-Fµy} RALROAD TRACKS m TELEPHLWE PEDESTAL SAN TARP SEWER ® TRAFEIC SGNAL » STORM SE.A ® UTIL T( MANHOLE — 1 TELEPHONE VYDERGROUNG UTILITY PEDESTAL —l" — UTILITY WDERGROUYO p® y AEtl. wATERMRN FILE W. Certificate of Survey 4937°0°1 Prepared For /. SCANNED3 Richard Lamettry 3 Generous, Bob From: Sent: To: Subject: Follow Up Flag: Flag Status: Good Morning Bob, Jon Day <johnnyboyday@mac.com> Tuesday, July 14, 2015 9:55 AM Generous, Bob Question on LaMettry's Project Follow up Flagged I was looking at the proposed development for the LeMettry's project. In the beginning, when this whole Audobon Motorplex concept was being proposed and they were asking for conditional use permits and wanting to fill in part of wetlands and so forth the pitch to us from the developer at our neighborhood meeting was their promise the complex would have be architecturally appealing and look like a beautiful country "horse stable". We were worried about the noise and that hasn't been to big an issue except for the first Saturday of the month when they have the open house there, its like a rock concert that day. The fact is that they held to their promise of creating a "pretty" development that would look nice and compliment the neighborhood. I think most of us have been pleased with them as neighbors. In their second phase they filled in part of the wetlands along the creek closest to our homes in order to put that last set of condos in and while I do think that has hurt our property values on this street, all-in-all its been a ok thing, it probably could have been worse. This new LeMettry's project does not fit into that architectural look based on these current drawings. I guess beauty is in the eye of the beholder, but to me these proposed structures are ugly, but regardless of that, they clearly don't fit into the "look and feel" of the original project as it was laid out to us in the beginning when we had big concerns about the original proposed development. The fact is they could have put the condos that are the furthest to the south west on the spot where this LeMettry's is going right now and then we wouldn't have to have filled in any of the wetlands and we would have'n't have had the development move in so close to our homes over here on Stone Creek Drive. I think the buildings they are proposing should be required to match the architectural look and feel of the buildings in the rest of the complex, this kind of country horse stable look with the nice finishes and the cupolas on the roof, etc. Please let me know what your team's views are on that topic. Also, please let me know if our neighborhood association needs to come to the meeting to share that view or if this e- mail will be shared or what the next steps need to be. Jon Day 612-269-4531 CITY OF CHANHASSEN AFFIDAVIT OF MAILING NOTICE STATE OF MINNESOTA) ) ss. COUNTY OF CARVER ) I, Karen J. Engelhardt, being first duly swom, on oath deposes that she is and was on July 9, 2015, the duly qualified and acting Deputy Clerk of the City of Chanhassen, Minnesota; that on said date she caused to be mailed a copy of the attached notice of Public Hearing for LaMettry's — Planning Case 2015-19 to the persons named on attached Exhibit "A", by enclosing a copy of said notice in an envelope addressed to such owner, and depositing the envelopes addressed to all such owners in the United States mail with postage fully prepaid thereon; that the names and addresses of such owners were those appearing as such by the records of the County Treasurer, Carver County, Minnesota, and by other appropriate records. Subscribed and sworn to before me this li+" day of 1 2015. Not Pub�� u KarA J. Enge dt, Depulglerk T. MEUWISSEN Notary Publb•Mkinswta I#K'M y c �,e E0.. w s�, xoao 2 r- 0)0 C N a x E U O �V 7 a c c o c d @ U d O c Z d N N L C @ L U c N y a) Od NC@ oE @ `- C> m O N @ N O L U d O0 L 0 - a) a) d C 0 v o f Es N�9 Erma SE c tM- U L�-U N m= N 0 CL C @ OO >n, E C 0 0 c O) @ Hnov mom d8. -y„ v v rc.N v�=cmm>.o d O O C 3 0—" n L N L EO > N C G OC1 O ocz E� € mE'vs 3mE E m a CL (D O Td Co NLOU�' 6 '�O mm ma moa °�o�.= —e n=cg 5 c'6 7 C } r L -o o 'w C o N c C GOd@ (7 dna mmUE�ym-'a_._ N�>ELNN CO C 7 J�EY(� O ° NnUN E _3 JK Jd N O d c'= EN ._. ¢ci E�1-cED mrnU a"`9r cE _ L w N -O 0 3 c O U 0 E a) O a)'- C O y N n� � E O d TU CU cn y6 E a N E 3 N C N a) w E _m vtDc m5 as ` m`"Uv c rY ~ @ @ a)—Q-0 x° C aw -O 7 r_ d O ° o)— °-o nU w CC E�-7 d of O d' r mL _a Ld 3 3 m""wna mm 9ywwmgg; O M �O E 3 C L c a) f� d y, d a) w U E @ O ~ r ) a o° Ea o «, nd O O> N 0.. D) N i C Y Y O.- N C fN/) a) n"' @ d ` N W d C cov 0wo c5gdc� a0o E a d T 0 0 m N c 3w E o L N d L o @ �. O i hoc _mss - m-w¢d-d °r od�°)d >�r 2v E o° a0 c @@d "c d c o d as d c a@N m o 5 Eat"` aha>Sg'�Nt„_oa d w 3 w@ a) n@ �o=_�« m od O vi o aw.c o- —0 a) a N �C -q o ;a d'=� a -== dvn uiE�E=Hm@ @°a p- N'aa @d�omdZ�>N o> (D rnC 'o @E0°J Lf).,c-O a� E@ O 2 cid o o U V _m@caoiw$ n o La>aEivc n 9 0 0 vc x =' ° c@ d c fn c C 7 L _n n - N @❑mC. N N 0 d O a) a) C CL - ad d N NO v'° m m o m c= m N dL m U 00-pN C O N OY -0 N O@ 3 N O i>>d N0`DU NW N T d- L_ N : O O vy oa�anE`a °o_ m ^` 'U @ C c v cL... -o o d a) C L6 C �� d „N, N.L. N C V d @ c O E o o Y w .spm E°d9 o.m=='o mmn =r wmD= 'v N - c C C@•_ 0 U :3 7 M •” 7 a) > ca O O"— '0)U @ ._ N N L C a) z m O N E C J rc E -.-E . m c = v rESgm T.cJU'-p 'nd G1 '2 a6ddE�=aCN�OO m Q CC ��LM@�dO��a dEs n> O U N d a) O E N n'�' ndL'O N 3@ E U O_L @ -c 0 dU'(6 C @ O @ O E_yN a-Eamm 5Hm"gmcswuEm_Uaca@n N >; - o m O)� E J g d .O c O N@ nC d pG n@ r O N a) i O N C E O m d E E °m'sm �Eaa� m_.m @t- f6 N C_ T a) @ O w L cc Q) Y •V C'� n O) y.. C �'C N d N -O7 j nE uniEc1O jO >.O�a`�` N Cx U CN E JNR nUj .2 (n L:3 'a0� (D EN O a)N na) 'O j N J O"La d ER d c > OO U a)O �3 a) L na 7 E @' >'a) O >.LO a) a'.@. �. EN d'O E UCc ccn_•o EmHs vE>• I-10U�OOU 0 F M@O. (N CO �..L-� Nd OL 6d N N N L?S wXoiys Cm E�` - m n m. m D-= n 5E2T o"°c Sam- d 'EDa >UIn� O o 7 VUN TLOa) OE 9t`mE'E OO N C C Q r0 nC L rUcc 5 gcy Bn="a°m 62 u mcaai Sv a�S m` -S rnnmLt oR E- O"d U) 7 c ca=$dovt�mn C' @ .mm ,nw gv u sm ~ @'2 O @ CO c. w mai `m O U)) @ O O) d C O () E U)y'_V Ud:9a ;o nv�nt Z5 d N 6 O. 1"a d @ N E Y 33¢nE snam�°.`5 wa m.nw�'Eg m�=mnom°E i r m �m'� urnaEm O J O. IL -1 3:@ Ou Z n3°. av R8 c. a)d- cu L2°oE ocmc LO O yN omo. -Z-5 n0 v.om�Ea) c`ugti J U a (D N > a) O EE>m O.0 CD d m 02' HW O m= OaO NONm il nE C O` N o�mac 4) 763 -0--- � >, r.0 E N d 0 >. O)O . Nc TO `m sc _, E a) O. TCp Od O - of wEfmEyO nc da L .0 012 w= '2Em`o_€-nowmLr-ULD�E> .cv r 7 O N Ey U 7 E O a) En' c=E>-.a°agoEcuEA�m UU=v=-'pcra'm?Nq=-m�-p y..a'cU=v'mmm°"oC.�imcmmO°E: mE U iiN UE o O•@ a) C•� aj cE� mcc Y00 X co a ` ) a g-9'°cL3a=3°m�a`Dsnvwgym�°"'' smO'Op m0�WoD=mmmEE,H_Nmcw_mco_go -rn-¢va3o`a'-ncoEwd3 @ n E0N O� d 3 r ds�E o- >34c�pT2 r"ss-oA_cd=mEs9mg»vEnd`�O o E &O Z NO'U N nw EO NN teO 00 nN 0 0. c ) a) NL@ dE Co Jd0 0 pOO)•_ iR CN -O L M CU�O O O N .O CoC O dC 0d 0 CL O p- (D rnC � UU CL O Od N gv 6°NNR E n @m UOO)d a) a) @N U0 EO O c z) da) O d > N .dO o m nE ov cn0 o_ on c rnd p — o =d oac d c $ d -W0WE N ° c U« o o CN CI o ,p C @ w d N oT U) N @ o O O eH @ o Q CC NwCD C O > @ 0 c L a) 'ra ?E0 c E_yN a-Eamm 5Hm"gmcswuEm_Uaca@n "O LM @ v oa)(DU n E=a0 o E n'�n d am co yU w@ E. D U a) ON�E�o@N�_ a)@ Cb 'Q)dN N =`J2-cnc .@ -Ox55 . a) @ a) OCt c C) IL _a d 'EDa >UIn� O o 7 VUN TLOa) OE 9t`mE'E OO Q -@@nNMV O LER L mcaai Sv a�S m` -S rnnmLt oR E- W O @ CO Cc vm3 `U ° dia¢ nE am uE O) d C J C C Sp. y` g d E CL d N r C @ a'a E i @rL vsiw= vnm IL m Env mn.3.W O O d E$ !n N UD•°oi av R8 w V O O d d tL-' N 0 W 33L`�iUDsr'nn`3P��nn¢Emd- rcn EE.s''wr-nbvco£�"vmmv @ O 2 O y 3@ 7 C!U U @ ZCL G -j a 4ac 1660 MOTORPLEX COURT UNIT 6 LL ABIR SEN 5213 ISLEWORTH COUNTRY CLUB DR 3357 E CALHOUN PKWY WINDERMERE, FL 34786-8928 MINNEAPOLIS, MN 55408-3313 ALFRED A IVERSEN 1500 PARK RD CHANHASSEN, MN 55317-8200 ANTHONY MERTES 8124 DAKOTA LN CHANHASSEN, MN 55317-9761 AUTOBAHN MOTORPLEX LLC 3615 ZIRCON LN N PLYMOUTH, MN 55446-2878 BARRYLARSON 4015 W 65TH ST APT 206 MINNEAPOLIS, MN 55435-1746 BOB & JOANIE AUTOPLEX LLC 14675 MARTIN DR # 200 EDEN PRAIRIE, MN 55344-2016 BRIAN ZIERWICK 17171 TRENTON LN EDEN PRAIRIE, MN 55347-3374 CHAN CONGR JEHOVAHS WITNESSES 2920 FAIRWAY DR CHASKA, MN 55318-3416 CHRISTOPHER N & PAIGE M GILES 8180 STONE CREEK DR CHANHASSEN, MN 55317-7416 AMERICAN MUSCLE CLASSICS LLC 200 S 6TH ST # 4000 MINNEAPOLIS, MN 55402-1431 AUTO ENVIRONMENTS LLC 10261 YELLOW CIRCLE DR MINNETONKA, MN 55345-9112 AUTOMOTIVE ENTHUSIASTS LLC 19018 VOGEL FARM RD EDEN PRAIRIE, MN 55347-4199 BIG TOAST INC 7551 WALNUT CURV CHANHASSEN, MN 55317-9394 BRET W BAILEY 2539 BRIDLE CREEK TRL CHANHASSEN, MN 55317-9372 CARLSON & WALD LLC 8330 COMMERCE DR CHANHASSEN, MN 55317-8426 CHANHASSEN MOTORPLEX LLC 480 BIGHORN DR CHANHASSEN, MN 55317-8801 CHRISTOPHER N PENN 6498 SMITHTOWN RD EXCELSIOR, MN 55331-8211 ALAN M & TERESA Y JOHNSON 8286 STONE CREEK DR CHANHASSEN, MN 55317-7414 ANDREW G & JANET A RICHARDSON 8442 BURLWOOD DR CHANHASSEN, MN 55317-8505 AUTO MOTORPLEX ASSOCIATION PO BOX 7160 FARGO, ND 58106-7160 BALTHAZAR INVESTMENTS LLC PO BOX 390 VICTORIA, MN 55386-0390 BLOSE LLC 3440 NORTHOME RD WAYZATA, MN 55391-3018 BRIAN W MCCONNELL 5912 GRASS LAKE TERR MINNEAPOLIS, MN 55419-2139 CHAD E & LINDA S NELSON 8135 STONE CREEK DR CHANHASSEN, MN 55317-7416 CHRISTOPHER A CHINANDER 1927 CREEKVIEW CT CHANHASSEN, MN 55317-7418 CHRISTOPHER T & BRENDA M BERG 8269 STONE CREEK DR CHANHASSEN, MN 55317-7414 CLEAN RESPONSE REAL ESTATE LLC CLYDE H STEPHENS III COLE A CARLSON 480 N PRIOR AVE 8348 STONE CREEK DR 10610 NE 9TH PLACE UNIT 1600 SAINT PAUL, MN 55104-3421 CHANHASSEN, MN 55317-7417 BELLEVUE, WA 98004-8644 CONTROL PRODUCTS INC DANIEL R & DONNA L HERNANDEZ DAVID A STOCKDALE 1724 LAKE DR W 8289 STONE CREEK DR 7210 GALPIN BLVD CHANHASSEN, MN 55317-8580 CHANHASSEN, MN 55317-7414 EXCELSIOR, MN 55331-8058 DAVID W & SHEILA AUGUSTINE DELBERT R & NANCY R SMITH DFM INVESTMENTS LLC 2000 STONE CREEK DR 9051 LAKE RILEY BLVD 2700 SHADYWOOD RD CHANHASSEN, MN 55317-7410 CHANHASSEN, MN 55317-8650 EXCELSIOR, MN 55331-9599 DOUGLAS G PUGH ELIZABETH PROVINZINO EQUITABLE HOLDING CO LLC 4526 DREXEL AVE 1947 CREEKVIEW CT 8303 AUDUBON RD EDINA, MN 55424-1130 CHANHASSEN, MN 55317-7418 CHANHASSEN, MN 55317-9494 ERIC DREW MURPHY EUGENE M NELSON FRANK BARRY GIGLER 125 CHEVY CHASE DR 9133 BRECKENRIDGE 7585 FRONTIER TRL WAYZATA, MN 55391-1053 EDEN PRAIRIE, MN 55347-3442 CHANHASSEN, MN 55317-9610 GERALD E KELLY GGT LLC GLEN P & REBECCA A GAUERKE 3841 MAPLE SHORES DR 2520 CEDAR RIDGE RD 8181 STONE CREEK DR EXCELSIOR, MN 55331-9602 WAYZATA, MN 55391-2621 CHANHASSEN, MN 55317-7416 GREG D & BETH M MEISEL GREGORY LEE HASTINGS HARLEY E BERGREN 8141 STONE CREEK DR 9217 LAKE RILEY BLVD 8104 HIGHWOOD DR #G108 CHANHASSEN, MN 55317-7416 CHANHASSEN, MN 55317-8654 BLOOMINGTON, MN 55438-1087 HAROLD E & BEVARD M SCHRUM HASSE PROPERTIES LLC HENRY THOMAS ROBB III 8297 STONE CREEK DR 21750 CEDAR AVE S 5940 BOULDER BRIDGE LN CHANHASSEN, MN 55317-7414 LAKEVILLE, MN 55044-9094 SHOREWOOD, MN 55331-7971 HERAKLES LLC HIGHLAND DEVELOPMENT LLC ISAAC M COURSOLLE 8345 COMMERCE DR 5550 ZUMBRA LN 2100 WACIPI DR NW CHANHASSEN, MN 55317-8427 EXCELSIOR, MN 55331-7714 PRIOR LAKE, MN 55372-6000 J & R INVER GROVE HEIGHTS LLC JAMES B NELSON JAMES E JOYCE III 3209 GALLERIA UNIT 1804 2900 FAIRWAY DR 8325 STONE CREEK DR MINNEAPOLIS, MN 55435-2546 CHASKA, MN 55318-3416 CHANHASSEN, MN 55317-7417 JAMES STILLER JAMIE VIG JANET E HUGHES 449 2ND ST 2295 REDWING DR 3500 ZENITH AVE N EXCELSIOR, MN 55331-1984 SHAKOPEE, MN 55379-2995 ROBBINSDALE, MN 55422-2349 JEFFREY A COTTER JEFFREY D NELSON JEFFREY L WALKER 6120 SIERRA CIR 8151 STONE CREEK DR PO BOX 56 EXCELSIOR, MN 55331-8131 CHANHASSEN, MN 55317-7416 SAVAGE, MN 55378-0056 JEFFREY STEVEN DROBNY REV JEFFREY VERDOORN JEFFREY W & LYNN S T HEITNER TRUS 8722 BIG WOODS LN 8161 STONE CREEK DR 5025 SHAEFER RD EDEN PRAIRIE, MN 55347-5345 CHANHASSEN, MN 55317-7416 EDINA, MN 55436-1142 JOHN E GEISLER SPOUSAL ACCESS JOHN R STROM JON S & LORI A DAY 3680 LANDINGS DR 8401 STONE CREEK DR 8229 STONE CREEK DR EXCELSIOR, MN 55331-9709 CHANHASSEN, MN 55317-7422 CHANHASSEN, MN 55317-7414 JOSE LUIS BORRERO JWS FAMILY LP JZ LLC 1561 DEEPHAVEN DR 12500 CREEK RD W 7506 ERIE AVE WOODBURY, MN 55129-6232 MINNETONKA, MN 55305-3976 CHANHASSEN, MN 55317-7903 KKG LLC LAKES & PRAIRIE ENTERPRISES LDW PROPERTIES LLC 17020 BEVERLY DR 9672 XYLON AVE S 1850 LAKE DR W EDEN PRAIRIE, MN 55347-3812 BLOOMINGTON, MN 55438-1641 CHANHASSEN, MN 55317-8585 LINDSEY R SANOCKI LONESTAR LEASING LLC LYNN M GOSSFELD 1415 ST CLAIR AVE 2755 MARSH WAY 8377 STONE CREEK DR SAINT PAUL, MN 55105-2338 WAYZATA, MN 55391-2563 CHANHASSEN, MN 55317-7414 MAC INVESTMENTS-CHANHASSEN MARC P DIERS MARK G FLEISCHHACKER LLC 9917 CAVELL CIR 3530 STEELE ST PO BOX 5477 MINNEAPOLIS, MN 55438-1921 MINNETONKA, MN 55345-1325 HOPKINS, MN 55343-5477 MARK R JOHNSON MARNEE D SHEPARD MATTHEW WRIGHT 5200 HUMBOLDT AVE S 111 SHASTA CIR W PO BOX 125 MINNEAPOLIS, MN 55419-1122 CHANHASSEN, MN 55317-9470 CARVER, MN 55315-0125 MCGLYNN BAKERIES INC #366 MICHAEL H & BARBARA JEAN TRAIN MICHAEL HEADRICK PO BOX 1113 3411 SHORE DR 5633 10TH AVE S MINNEAPOLIS, MN 55440-1113 EXCELSIOR, MN 55331-7825 MINNEAPOLIS, MN 55417-2403 MICHAEL J & DARLENE M LEONARD MICHAEL KARCH MICHAEL R STROM 8129 STONE CREEK DR 7450 FIELDING TRL 722 BRIDLE RIDGE RD CHANHASSEN, MN 55317-7416 MINNETRISTA, MN 55359-9407 EAGAN, MN 55123-3974 MITCH STOVER AUTOMOTORPLEX MONTANA LAKEVIEW INDUSTRIES NATHAN & SARA EXSTED LLC LL 21957 MINNETONKA BLVD #18 1225 LAKEVIEW DR 8400 STONE CREEK DR EXCELSIOR, MN 55331-5605 CHASKA, MN 55318-9506 CHANHASSEN, MN 55317-7422 NATHAN SLINDE 8381 STONE CREEK DR CHANHASSEN, MN 55317-7417 ONAPPROACH LLC 3455 PLYMOUTH BLVD #200 PLYMOUTH, MN 55447-1551 PATRICK D HOLTON 6828 CRESTON RD EDINA, MN 55435-1639 PETER & LEAH SWARTZBAUGH 8369 STONE CREEK DR CHANHASSEN, MN 55317-7417 RANDALL A GREEN 100 S BIRCH RD APT 2903 FORT LAUDERDALE, FL 33316-1552 RED ROCK TOYS LLC 82 LAKE RILEY TRL CHANHASSEN, MN 55317-4541 RICHARD B BURY TRUST 17536 BEARPATH TRL EDEN PRAIRIE, MN 55347-3488 RICHARD FLATEN 14629 HILLSHIRE LN BURNSVILLE, MN 55306-6922 NEILS RIERSON 1950 BLUFF VIEW CT CHANHASSEN, MN 55317-7421 PALATINE HILL FINANCIAL LLC 6009 SHANE DR MINNEAPOLIS, MN 55439-1759 PATRICK KLETT 8345 STONE CREEK DR CHANHASSEN, MN 55317-7417 PETER HERMAN 32 WEST POINT PLACE EXCELSIOR, MN 55331-9419 RANDY & KATE MORONEY 8384 STONE CREEK DR CHANHASSEN. MN 55317-7417 RENE PROM PO BOX 705 SHAKOPEE, MN 55379-0705 RICHARD C & ARNETTE M LINDEEN 28005 BOULDER BRIDGE DR EXCELSIOR, MN 55331-7961 RICHARD K DAVIS 1325 MOUNT CURVE AVE MINNEAPOLIS, MN 55403-1009 NELSON R OTTO TRUST 2500 SYLVAN RD S MINNETONKA, MN 55305-2815 PARK AVENUE LOFTS LLC 510 IST AVE N # 600 MINNEAPOLIS, MN 55403-1623 PAUL L RICHIE 2525 CAPE CORAL PKWY W CAPE CORAL, FL 33914-6673 PRIEM FAMILY LP LLC 10915 1 ST AVE N PLYMOUTH, MN 55441-4687 RDC AUTOPLEX LLC 601 CARLSON PKY STE 1050 MINNETONKA, MN 55305-5219 RETAIL TECH LLC 1501 PARK RD CHANHASSEN, MN 55317-9520 RICHARD C & LISA N HART 8249 STONE CREEK DR CHANHASSEN, MN 55317-7414 RICHARD M GORRA 8201 STONE CREEK DR CHANHASSEN, MN 55317-7414 RIVERS EDGE PROPERTIES LLC RJS LIVING TRUST ROADRUNNER TRUCK REPAIR INC 9901 RIVERVIEW RD 4810 WHITE BEAR PKWY 1591 PARK RD EDEN PRAIRIE, MN 55347-5207 WHITE BEAR LK, MN 55110-3345 CHANHASSEN, MN 55317-9594 ROBERT & KRISTIE KROWECH ROBERT MORTENSON ROBERT W & ROBERTA L LAWSON 6576 TANAGER LN 4275 TRILLIUM LN W 1568 GULF SHORE BLVD N # 6 EDEN PRAIRIE, MN 55346-1814 MINNETRISTA, MN 55364-7711 NAPLES, FL 34102-4949 S & S AUTO & TRUCK REPAIR INC 7914 KERBER BLVD CHANHASSEN, MN 55317-4725 SALVADOR LIVING TRUST & 8182 TRILLIUM LN VICTORIA, MN 55386-9784 SCHREIER FAMILY ENTERPRISES LL SCOTT ALAN JESSE 18466 NICKLAUS WAY 8198 STONE CREEK DR EDEN PRAIRIE, MN 55347-3438 CHANHASSEN, MN 55317-7416 SHELDON T HESS REV TRUST 9001 POPLAR BRIDGE RD BLOOMINGTON, MN 55437-1856 STEVEN & TISHA HAWKES 6498 S NEWBERN CT AURORA, CO 80016-6141 STEVEN R OLSON 1530 CREEK RUN TRL EXCELSIOR, MN 55331-6500 TERRENCE J NORTH 4345 TRILLIUM LN W MINNETRISTA, MN 55364-7713 THOMAS M HAYES 4030 LINDEN HILLS BLVD MINNEAPOLIS, MN 55410-1246 THURE R LARSON TRUST AGREEMENT 11431 ENTREVAUX DR EDEN PRAIRIE, MN 55347-2864 STEPHEN B SUNDBERG 20 WOODLAND RD EDINA, MN 55424-1631 STEVEN E & NICHOLLE M DURKEE 1893 TOPAZ DR CHANHASSEN, MN 55317-7662 SWIFT COUNTY 153 PARTNERSHIP 7892 AUTUMN RIDGE AVE CHANHASSEN, MN 55317-8447 THEODORE R CAHALL JR 9511 FOXFORD RD CHANHASSEN, MN 55317-8682 THOMAS P & SANDRA J OPHEIM 8305 STONE CREEK DR CHANHASSEN, MN 55317-7417 TIMOTHY G COMMERS 4 WEBSTER PLACE HOPKINS, MN 55305-4455 SANDRA JHOUCK 8372 STONE CREEK DR CHANHASSEN, MN 55317-7417 SCOTT J MANN 1824 OLIVER AVE S MINNEAPOLIS, MN 55405-2208 STEVE DORE 6530 CAMBRIDGE ST MINNEAPOLIS, MN 55426-4402 STEVEN J FLATEN 12925 16TH AVE S BURNSVILLE, MN 55337-3736 TASSO H COIN JR 9775 N SLEEPING INDIAN DR S JACKSON, WY 83001-9035 THOMAS L SCHERBER 14485 JULLIARD ST NE FOREST LAKE, MN 55025-9400 THOMAS P W ESELI 1390 WILDFLOWER LN CHASKA, MN 55318-9737 TIMOTHY J MAGNUSSON 13980 EMERALD RDG MINNETONKA, MN 55305-2267 TMR PROPERTY HOLDINGS LLC TWIN CITIES & WESTERN RAILROAD WD3 LLC 225 S 6TH ST # 4390 2925 12TH ST E 2897 FOREST RDG MINNEAPOLIS, MN 55402-4601 GLENCOE, MN 55336-3368 CHASKA, MN 55318-1112 WILLIAM BURTON WILLIAM SCHOESSOW 1944 CREEKVIEW CT 11111 RIVER HILLS DR APT 211 CHANHASSEN, MN 55317-7418 BURNSVILLE, MN 55337-3269