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PC Staff Report 07-21-2015
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. 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 stated otherwise, my comments will pertain to the more easterly parcel where the proposed buildings are to be constructed. Figure 1. Distinct portions of PID 250151215 APPLICABLE REGULATIONS The city's Surface Water Management Plan as well as the Bluff Creek Corridor Natural Resources Management Plan both identify the acquisition of a continuous greenway corridor from the origination of Bluff Creek near TH 41 to its confluence with the Minnesota River as a goal. This preservation will also aid in meeting the requirements of the Total Maximum Daily Load Implementation Plan. Chapter 20, Article 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 Industrial Office Park, IOP. B. Conditional Use Permit for development within the Bluff Creek Corridor with a Variance to locate the storm water pond within the Bluff Creek primary zone C. Conditional Use Permit for multiple buildings (up to 14) on one parcel. D. Site Plan for 12 buildings (one clubhouse/museum building and I 1 storage buildings totaling approximately 177,000 square feet of building area), plans prepared by Sathre-Bergquist, Inc., dated 10-19-2006. On December 8, 2008, the Chanhassen City Council approved the amendment to the Conditional Use Permit to permit the phased development of the project and allow for the incremental expansion or revision of the property line. On August 24, 2009, the Chanhassen City Council approved the amendment to the site plan for Auto Motorplex, Planning Case #09-13, permitting the installation of decks (Planning Case #2009-13). CONDITIONAL USE PERMIT BLUFF CREEK OVERLAY DISTRICT The City of Chanhassen established the Bluff Creek Overlay District by ordinance in 1998 to protect the Bluff Creek Corridor, wetlands, bluffs and significant stands of mature trees through the use of careful site design and other low -impact practices. This parcel is partially encumbered by the Bluff Creek Overlay District. Section 20-1255 of the Chanhassen City Code requires a conditional use permit for all development within the Bluff Creek Corridor. The Bluff Creek Corridor primary zone is located on the western portion of the property. The Primary Corridor is designated open space. All structures must meet a 40 -foot structural setback from the Primary Corridor boundary as required by Chanhassen City Code. In addition, no grading is allowed within the first 20 feet of the Primary Corridor. Bluff Creek is entirely within the City of Chanhassen. It provides a unique blend of habitat, vegetation and recreational opportunities through the center of the city. In December 1996, the Planning Commission LaMettry's — Planning Case 2015-19 July 21, 2015 Page 4 of 19 City of Chanhassen adopted the Bluff Creek Watershed Natural Resources Management Plan (BCWNRMP). The plan was the culmination of several years of study and planning focused on protecting the natural and recreational resources provided by the Bluff Creek corridor. The BCWNRMP recommended the establishment of a primary zone (the creek, riparian wetlands, associated steep slopes, native vegetation) and a secondary zone (other undeveloped portions of the watershed) as a tool to help protect the creek's natural resources. The primary and secondary zones were mapped at that time using aerial photography to provide staff and the public with a general idea of where the zones would lie. Generally, properties within the Bluff Creek Overlay District are subject to the following requirements: 1. A conditional use permit (CUP) is required prior to all subdivision, site plans, land alteration and building within the Bluff Creek Overlay District. 2. Bluffs must be preserved as set forth in Article XXVIII of City Code. 3. Density transfer can be used to cluster development in areas where the location of the primary zone makes portions of the site unsuitable for development. 4. Natural habitat areas within the primary zone must be preserved as open space. 5. The primary zone must be 100 percent open space. 6. All structures must be set back at least 40 feet from the primary zone. 7. The first 20 feet of the setback from the primary zone cannot be disturbed. Staff has reviewed the mapped primary zone boundary and adjusted the boundary based on site conditions. Generally, the Bluff Creek primary corridor includes all of the parcel west of the Motorplex clubhouse. Because the portion of the parcel within the Bluff Creek Overlay District would aid in compliance with the Total Maximum Daily Load Implementation plan and meeting the goals of the Bluff Creek Natural Resources Management Plan, staff feels that dedication of this portion of the parcel to the city could be used in lieu of some portion of the Surface Water Connection fees. This would permanently provide protection for this natural resource. MULTIPLE PRINCIPAL STRUCTURES Section 20-902 of the Chanhassen City Code permits the groupings of buildings on a single parcel through the conditional use permit process. The two buildings utilize the buildable areas of the property and comply with all zoning requirements. Access must be maintained for the property to the rear (Autobahn Motorplex). Planning Commission LaMettry's — Planning Case 2015-19 July 21, 2015 Page 5 of 19 SITE PLAN REVIEW The applicant is proposing two one-story buildings of 18,290 square feet and 22,115 square feet. Staff is working with the applicant's architect on developing a way to transition from the different building materials and the architectural detailing of the buildings to make them compatible with the entire development. As can be seen below, the architectural plans are moving in the right direction. ARCHITECTURAL COMPLIANCE SOUTk EAST VIEW OF NORTH ft]LDNG NMT14 WEST VIEW OF NORT4 BULDNG LAMETTRY NORTH BUILDING ftgzu" *i d y R adne NORT44 EAST VIEW OF NORT14 SLILDING Planning Commission LaMettry's — Planning Case 2015-19 July 21, 2015 Page 6 of 19 NORT I-EAS7 '✓I ELO OF SMT44 9UlpNG Revised Northeast View of South Building Size Portion Placement The entry for the northern building is on the south side of the structure. This entry is highlighted through the use of a blue canopy over the door and windows. Due to the southern exposure of this entry, the applicant should make sure that the canopy extends sufficiently to provide shading inside the office. The entry for the southern building is on the north side of the building and includes a green canopy over the entrance. This entry is flanked by brick columns. Material, Color and Detail Building materials include high-quality materials; accent material may occupy up to 15 percent of the building's fagade. The primary building material for the commercial component of the building is exposed sand -colored aggregate concrete panels with protruding columns of reddish brick veneer. Stone coping will top the parapet. The canopy is blue. The roof on the north Planning Commission LaMettry's — Planning Case 2015-19 July 21, 2015 Page 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 8of19 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 orpeninsulas/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. ;' r Maximum height: 8 feet Approx. _ ® length: 60 feet MK ♦ I ♦ L_ A& -1FA --&�3- i' ♦ i 1 Ls 4 ♦ ^ MID OS.191UM. ND 131 i APA -GR "roh: _p AUTO MOTORPLP% ).' C -C •GR -A �`\\♦,_'\ POURIH SUP PI MENTAL � - -c ;� .PE Planning Commission LaMettry's — Planning Case 2015-19 July 21, 2015 Page 10 of 19 Two retaining walls are proposed on the south site. The eastern wall is in close proximity to a drainage and utility easement that covers a 12 -inch diameter trunk water main. This retaining wall shall not encroach into the drainage and utility easement. A, 0 CTORPI_D° , -� i� tr FO,)RT•4 SuvntflME`JAL � 1 Existing trunk water main. vXC♦ Proposed retaining wall. Maximum height: 4 feet. =# Approx. length: 90 feet ! Proposed retaining wall. %f — Maximum height: 5 feet. Approx. length: 90 feet 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 Figure 2. Delineated wetland boundary in blue. There are slopes as steep as 2:1 (50%) north of the more northerly building. This area does not have the 25 feet of rise needed to be considered a bluff. There is no proposed grading within the bluff area and they are directing all runoff from impervious surfaces away from this area. During the construction of Autobahn Motorplex, this area proved difficult to stabilize and significant erosion issues occurred resulting in releases of sediment to the wetland. Care should be taken during construction to avoid operation of equipment and stockpiling of materials in this area. Shoreland Management The proposed buildings are not within the Shoreland District for Bluff Creek. The westerly portion of the property is with the Shoreland District for Bluff Creek. Floodplain Overlay The proposed buildings do not lie within a floodplain. The entire western piece of the parcel is within the floodplain for Bluff Creek. No impacts to the floodplain are proposed as part of the development. Bluff Creek Overlay District The proposed buildings will not be within the Bluff Creek Overlay District. The entire western piece of the parcel is within the Bluff Creek Overlay District and has a conservation easement over the parcel. The applicant is not proposing any work within this piece. Figure 3. FEMA Floodplain There is potential that this area could be used to improve channel hydraulics and flood water attenuation resulting in improved water quality in Bluff Creek. Staff recommends that this western piece of the property be given a unique PIN and be dedicated to the city for future Bluff p • � 4 �k Figure 2. Delineated wetland boundary in blue. There are slopes as steep as 2:1 (50%) north of the more northerly building. This area does not have the 25 feet of rise needed to be considered a bluff. There is no proposed grading within the bluff area and they are directing all runoff from impervious surfaces away from this area. During the construction of Autobahn Motorplex, this area proved difficult to stabilize and significant erosion issues occurred resulting in releases of sediment to the wetland. Care should be taken during construction to avoid operation of equipment and stockpiling of materials in this area. Shoreland Management The proposed buildings are not within the Shoreland District for Bluff Creek. The westerly portion of the property is with the Shoreland District for Bluff Creek. Floodplain Overlay The proposed buildings do not lie within a floodplain. The entire western piece of the parcel is within the floodplain for Bluff Creek. No impacts to the floodplain are proposed as part of the development. Bluff Creek Overlay District The proposed buildings will not be within the Bluff Creek Overlay District. The entire western piece of the parcel is within the Bluff Creek Overlay District and has a conservation easement over the parcel. The applicant is not proposing any work within this piece. Figure 3. FEMA Floodplain There is potential that this area could be used to improve channel hydraulics and flood water attenuation resulting in improved water quality in Bluff Creek. Staff recommends that this western piece of the property be given a unique PIN and be dedicated to the city for future Bluff Planning Commission LaMettry's — Planning Case 2015-19 July 21, 2015 Page 13 of 19 Creek improvement projects. This dedication would be used in lieu of some of the surface water management fees due with the Planned Unit Development. STORM WATER MANAGEMENT Article VII, Chapter 19 of City Code describes the required storm water management development standards. Section 19-141 states that "these development standards shall be reflected in plans prepared by developers and/or project proposers in the design and layout of site plans, subdivisions and water management features." Section 19-144 (3) states that water quality treatment practices shall provide water quality treatment in accordance with the more restrictive of the MPCA NPDES Construction Permit or NURP criteria. In this case the NPDES permit is more restrictive and states that: Where a project's ultimate development replaces vegetation and/or other pervious surfaces with one (1) or more acres of cumulative impervious surface, the Permittee(s) must design the project so that the water quality volume of one (1) inch of runoff from the new impervious surfaces created by the project is retained on site (i.e. infiltration or other volume reduction practices) and not discharged to a surface water. Because this site lies within the Riley -Purgatory -Bluff Creek Watershed District (RPBCWD) boundaries it is subject to their rules. The RPBCWD stormwater management rule requires that 1.1 inches of runoff from new impervious surface remains on-site. If the applicant meets the watershed district requirements, they will satisfy the city requirements. The proposed development site plan will result in 2.07 acres of new impervious surface. An abstraction quantity equivalent to 1.1 inches over this area is 8,273 cubic feet. The applicant is proposing to install three underground Cultec 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 III.D.5.a(5) of the GENERAL PERMIT AUTHORIZATION TO DISCHARGE STORMWATER ASSOCIATED WITH SMALL MUNICIPAL SEPARATE STORM SEWER SYSTEMS UNDER THE NATIONAL POLLUTANT DISCHARGE ELIMINATION 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 WaterQuality $22,940.00 4.1 $94,054.00 Water uantity $8,600.00 4.1 $35,260.00 Treatment Area Credit $4,300.00 2.6 ($11,180.00 Total due with site plan agreement $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 SUP,PLEMENTAL Verify that there is adequate space for vehicles backing out of Unit #1. Minimum drive aisle width required: 22 feet Shown: 30 feet minus 9 feet (parking stall) minus columns on the building = < 21 feet t 43 I iW 1 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 maybe 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 Motorulex Building Height 4 stories 1 story plus mezzanine 50 feet 23 feet Building Setback N - 10'E - 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 maybe reduced to 10 feet with screening RECOMMENDATION Staff recommends that the Planning Commission approve the site plan and conditional use permit subject to the following conditions and adopts the attached findings of fact and recommendation: Planning Commission LaMettry's — Planning Case 2015-19 July 21, 2015 Page 17 of 19 CONDITIONAL USE PERMIT 1. Access must be maintained for the property to the rear (Autobahn Motorplex). If not currently in place, an access and maintenance agreement must be recorded. 2. That portion of the parcel located westerly and containing the Bluff Creek Overlay District shall be dedicated to the city. SITE PLAN Building: 1. The buildings are required to have an automatic fire extinguishing system. 2. The buildings are required to have individual water and sewer connections. 3. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. 4. Retaining walls over four feet high must be designed by a professional engineer and a permit must be obtained prior to construction. 5. Detailed occupancy and accessibility -related requirements will be addressed when complete building plans are submitted. 6. The owner and/or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. Fire Marshal: 1. A three-foot clear space shall be maintained around all fire hydrants. 2. Additional fire hydrants will be required (one for each building). Contact the Chanhassen Fire Marshal for exact locations. Engineering: 1. Minor modifications to the grading plan are needed to clarify the proposed grades, specifically: a. The proposed 952 foot contour northwest of the entrance to Audubon Road closes in on itself, and b. The proposed 944 foot contour at the south site's middle entrance. 2. The 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 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: 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 to make them compatible with the entire development. Water Resources: 1. A standalone Surface Water Pollution Prevention Plan with all elements required in Parts III and IV of the NPDES Construction permit shall be prepared and submitted to the city for review and approval prior to any earth disturbing activities. 2. The city -developed maintenance agreement shall be revised accordingly, executed and recorded against the property. 3. The applicant shall develop, or cause to be developed, an operations and maintenance manual which shall specify anticipated inspection and maintenance, as well as schedule, necessary in order to ensure there is not significant decreases in the practices' efficacies. This operations and maintenance manual shall be referenced in the maintenance agreement. Planning Commission LaMettry's — Planning Case 2015-19 July 21, 2015 Page 19 of 19 4. The applicant must demonstrate that the required 90% reduction in TSS will result from the proposed storm water best management practices using P8, the MIDS calculator or another approved methodology. 5. The applicant shall provide documentation that adequate pretreatment is provided for the Cultec 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. g:\plan\2015 planning cases\2015-19 lamettry's collision site plan\staff report lemettry's.doe 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. 5. Site Plan. In evaluating a site plan and building plan, the city shall consider the development's compliance with the following: a. The proposed development is consistent with the elements and objectives of the city's development guides, including the comprehensive plan, official road mapping, and other plans that may be adopted; b. The proposed development is consistent with the site plan review requirements; c. The proposed development will preserve portions of the site in its natural state to the extent practicable by minimizing tree and soil removal and designing grade changes to be in keeping with the general appearance of the neighboring developed or developing or developing areas; d. The proposed development creates a harmonious relationship of building and open space with natural site features and with existing and future buildings having a visual relationship to the development; e. The proposed development creates functional and harmonious design for structures and site features, with special attention to the following: 1. An internal sense of order for the buildings and use on the site and provision of a desirable environment for occupants, visitors and general community; 2. The amount and location of open space and landscaping; 2 3. Materials, textures, colors and details of construction as an expression of the design concept and the compatibility of the same with adjacent and neighboring structures and uses; and 4. Vehicular and pedestrian circulation, including walkways, interior drives and parking in terms of location and number of access points to the public streets, width of interior drives and access points, general interior circulation, separation of pedestrian and vehicular traffic and arrangement and amount of parking. f. The proposed development protects adjacent and neighboring properties through reasonable provision for surface water drainage, sound and sight buffers, preservation of views, light and air and those aspects of design not adequately covered by other regulations which may have substantial effects on neighboring land uses. 6. The planning report #2015-19 dated July 21, 2015, prepared by Robert Generous, et al, is incorporated herein. RECOMMENDATION The Planning Commission recommends that the City Council approve the Conditional Use Permit and Site Plan subject to the conditions of the staff report. ADOPTED by the Chanhassen Planning Commission this 21" day of July, 2015. CHANHASSEN PLANNING COMMISSION Andrew Aller, Chairman EXHIBIT A Those, part ofthc follosing described land: Than Part of the Southeast Quarry ufSection 15, Towmhip 116-Nordh, Rang, 23, Wast of the 5th Principal Meridian dcsrnbcd as: Beginning n the Northeast career ofsad Southern Qomen; them, amumM bcansLLt caMoth89 degacs 00 miW. 25 seconds\Vest along the North Ilse ofseid Suthsam Quarter &amnceof2614.22 Teet to the Nmthxusturms of said Southeast QIIMm; there South W dogma 59 minahs 45 uuvds East along the wan line ofseid SouthemtQmrfera&mncc 1'/66.11 feat thou Nodth Sb degrees 57 minute 24 suun& Fatt a &smou ofb69.01 fret thcocc South 33 dcgrtts 02 minubs3d scemds East a distance oi39.63 fret thou NMbasrelyalaog e non-iangrntiel svrvc concave b the Nmtfiwesf having eradim of 7839.86 tett; a chord bcasivg afNonh 49dcgncs 4J commas 26 smoMe Essla dismnce x(394.93 Tett; dunce Norda M degrm 57 minutes 24 saueds Emy ria mogrnt Ix last desmbW run, a dislanu of 323.99 Stec then South 35 dsgtae 03 minuted 24 eceomB wet a disdmee of22.98 Rc1; thuec Smithwmlerly 120.35 fcet almg a tangential curve, uncew so therigM Mviag a radius 47959,&6 fx, a ctmtrel eagle of03 degmm 31 midarm OS aeamds and a chodd of 120,32 fat whiefi bears Smth 36 degrees 98 minatea 57 seconds Wast; thertm North 56 degrees 57 minutes 24scout& Emt ant mngml to last deteribed curve a disWnceof 131Y26 fcet thexeNatfi 31 degrees 02 minums 36 smodde West a distance of 12.50 Ret; shrnu Northe c degroea un minutes he mint& Cast i distance of 495.70 Tem m erre Past Sur ofseid Sector I5; then i mi ll degree IS mimes 22 sumds Nesta&ssance of 72.51 tett along the east lint o[svid Scotian IS to the Mint otbegimi.g, recording to the Govcmmrnt8urvey thereat. Subject to easement fm County Stan Aid HiBhsreY N.. 17. EXCEPT which lie Wastrel, of Star Clock, the eenkdire of mid caner described as follows: Cmnmcnpng mNe Nonhweo-t timer of the Somhemt Qunneref Scetim 15, Township 116 NaM, Range 23 Wast uffIn Sob Principal Meridian; thuna en an mmmxl boncng of South89 degrees 00 minors 25 woods East along tfie North line ofmdd Somheut Quarter, a distance of718.45 feet b the point ol'beginning ofthecenterline to be described; trance Somh O3 degrees Itl minuup 54 seconds Wm4 a dismnce of 12.34 teas; thrnre South 12 degrees 17 minmm 21 munch Fast a distance of 1526 f.L thence South m d gmm42 minutes 32.0 S Past.. dimes, of66AI fen; thenceSeth W degmm 11 minmm 36 seconds East, a distance of] 0.09 Stec crenae South 26 dogma 53 antrums 49 aecxuds Emt, adislmcc of 1125 Eck thea South N degrees 40 minums 40aceov& East, a dimncc af71.53 fat dtmee Soath 08 degas 34 rscnata 33 seconds Wat a didanu of 513.32 fuk Ihevcc Sou&9I degce 27 mmutes 58 recon& East, a distance of] 49.79fent thrnu South W degrees W murices 13 rownds WaL a dismnt, of] 14.78 Ret thence Somh 30 degom 49 minalm 36 aamnds Wcae a dsmnu of 256.50 Sea; thucc South30 dcgces 12 minutes 30 moods Want, a dislaoce of 95.70 fat tbrnce South22 ticgsua 09 minutes -00 sceoMs East, a distance of29.71 het fl merSou0s 10 degrees 54 minusm 04 seconds Wens, a didanec of 55.44 Sep; Thence South 14 degas 39 minums 10 seconds Each a distance of ISM Jost sheet South 22 degrem 30ramuus 14 seconds West, a disWn of 33,54 fcet thanes South 08 degrees M minutm 50 smoods West, a dimance.1`40.11 fees thesse, South 10 degree,58 minim 44 seconds \Vat. a dimnm of 16301w; thence South I3 degree 39 mimes 39 seconds East, a tlipimue of 16.38 Ran; Oren South W degmm W mum l7 sron& Faso a diabnmof33.74 feet tuna South 33 degrers 58 minus 55 sounds an adistanum of3.27 Ret to epointon thea Nonhcdy line ofthe hElwaukeq h. Paul and Parifc Railroad, midpointdistaoce 586.57 fiat Norihennowly of du Southwester red of the ahme dmmbed property, m mucurod olodtg said Northerly Railroad line, and said liaethere temrimtt., T1u1 pan of&, $xuthubat QuarteroC&e Nodtbusl Qwnm nf8mim I5, Township 116 North, RpossB, 23 N"ant ofthe 5th Prifciirl Mcridiae described m Beginning m the Southern conscrof said Sndmin Quanor ofthc Northrop, Quvter; d. m an emumed bedding ofNorth 89 degrees 00 contacts 25 aria& Wedt along the routs line of said SwMea d Quarter ofthe Northern Qumur a dimnu x1`747.57 feat thence N.10, 35 degras03 minums 24 wroad, Post o distance of ISO feat thou Nanherstarly 1042.48 Rer along a tangential curve re, the right fiaWss, a radius of2814.79 het to tha East line ofsaid Suedlemt Qualeroftbe Northern Quarter, thence South W degrees24 mime 06 oecon& West along the Emtlinc Ms�id Smfbeest Quarter of the Nmthcau Qxmtaadistance of7]837( aro the Pout ofbegiming,areordwgm GwentmutSway themaE Subjcetlersscmuti.r Counly Som AH Highway Na. 17. Lymgwmudyefefustwhichummmuesatthe EastQmrmrc uofmid Salic I5;tbmwSouth Wdc8 cs44mmum616mcoo&Em4amtnaibusingmthccostImoofseid Southeast Quarter at Sccbon 15,. distance xf71.55 fm m sbo smnh.4ybomdary ofthc utuve dewribW lend and fisc Northerly line ofthc Mdxaukcc, St. Not pool Pacific Railroad; Iba,ce, Suds 56 degrees 57 minums; sccoa&WesLmstetumhcdybout&ryoftltcabmcdescribed landave Ore NcrUdylineof0c Mtlwaukce,SLPauland Pacific Rnilmad,4%.53RetthecaeconinuiWmtheso Mybotmdmyof the.have described hand and th, Northerly life ofthe Mf..kmr, SL Pam and Pathe Railroad, South 33 degree 02 minutm 76 aeeouds Eeit 12.50 feet 0scssce toffinwng ov the arxithMy boumlery v the above described land std the NathSrly line of the Miixaakos, SL Pad and Peeific Ratlrmd, South 56 degrees 57 minutes 24 aaonds \Vmy 1319.26 tet to apoiol of cusp; tRence cmimuingm the heathery boundary ofthe above described land add the Northerly line ofew Mflwank'ee, St Pawl and Pacific Railroad on a nm-tangenlielam, amcew to the northwest. 120.34 feat, sold curve hexa radius of 1959.86 fres, a email sngle O1`03 do ire. 31 minces 05 ..do and, chord of 120.32 fcet which burs North 36 deg. 48 minutes 57 aceor,ds East Mom North 35 degmm 03 minums 24 aeon& last, tangent "a lass curve, 22.98 that, Mance South $6 degree 57 min" 24 seconds West, 27.39 fact to the point ofbeginning of the line to be described; thence Nardi 33 cognacs Q minted 36 soon& West 141.43 feet, Ihance North 42 dogma 07 minutes 35 punnds East, 236.51 fort; then North 54 degrees 19 minims 50 s.do East, 265.99 feet then North 30 degmm 36 minutm 51 suun& Earn, 270.37 fuer therm, North 04 de ecas 41 mmub:p 43 sumds East,150.59 feet thoncc North 69 dcgmcs 18 minuted 05 ranee& Fact 190.05 fiord; Banco North 42 dcgrccs 40 minute 05 seconds Fest, 116.79 feet loo in, no On, north line aand d Southeast Quarter ofSutiu 15, distrnl of 74757 fen west from mid East Quarter eom,r of said Section I5. Watt said Imo termlNtcs. COMMUNITY DEVELOPMENT DEPARTMENT Planning Division - 7700 Market Boulevard CITY OF C�NHASSEN Mailing Address - P.O. Box 147, Chanhassen, MN 55317 Phone: (952) 227-13001 Fax: (952) 227-1110 APPLICATION FOR DEVELOPMENT REVIEW Submittal Date: PC Date: 6112t CC Date: CA110 60 -Day Review Date: URI 1$ Section 1: Application . (check all that apply) - (Refer to the appimpnate Application Checklist for required submittal information that must accompany this application) ❑ Comprehensive Plan Amendment ......................... $60o ❑ Minor MUSA line for failing on-site sewers ..... $100 Conditional Use Permit (CUP) ❑ Single -Family Residence ................................ $325 XAll Others ......................................................... $425 ❑ Interim Use Permit (IUP) $300 ❑ ❑ In conjunction with Single -Family Residence.. $325 (_ lots) ❑ All Others ......................................................... $425 ❑ Rezoning (REZ) ❑ Consolidate Lots..............................................$150 ❑ Planned Unit Development (PUD) .................. $750 Lot Line Adjustment ......................................... ❑ Minor Amendment to existing PUD ................. $100 Final Plat ..........................................................$700 ❑ All Others ......................................................... $500 ❑ Sign Plan Review ................................................... $150 �J Site Plan Review (SPR) appropriate fee shall be charged for each application. through the development contract. of Administrative ..................................................$100 Commercialllndustrial Districts* ......................$500 Plus $10 per 1,000 square feet of building area. -SLI to ( 41 thousand square feet) *Include number of existing employees: Q 'include number of new employees: ^ ❑ Residential Districts ......................................... $500 Plus $5 per dwelling unit (_ units) ❑ Subdivision (SUB) ❑ Create 3 lots or less ........................................$300 $300 ❑ Create over 3 lots .......................$600 + $15 per lot (_ lots) Variance (VAR) .................................................... ❑ Metes & Bounds (2 lots)..................................$300 Wetland Alteration Permit (WAP) ❑ Consolidate Lots..............................................$150 ❑ Single -Family Residence ............................... ❑ Lot Line Adjustment ......................................... $150 ❑ Final Plat ..........................................................$700 Zoning Appeal ...... ....................... ......................... $tOD (Includes $450 escrow for attorney costs)* Zoning Ordinance Amendment (ZOA)................. $500 Additional escrow may be required for other applications the appropriate fee shall be charged for each application. through the development contract. ❑ Vacation of Easements/Right-of-way (VAC)........ $300 (Additional recording fees may apply) ❑ Variance (VAR) .................................................... $200 ❑ Wetland Alteration Permit (WAP) ❑ Single -Family Residence ............................... $150 ❑ All Others., .... .............................. ......... ....... $275 ❑ Zoning Appeal ...... ....................... ......................... $tOD ❑ Zoning Ordinance Amendment (ZOA)................. $500 NOTE: When multiple applications are processed concurrently, the appropriate fee shall be charged for each application. I1PS, Notification Sign (City to install and remove) - ........ ................__............... ......... ...... ...... .................... ........... ..................... $200 �y Property Owners' List within 500' (City to generate after pre -application meeting) ............... .................................. $3 per address (tS1 addresses) 1k y� ❑ Escrow for Recording Documents (check all that apply) ......................................... .... $9 0 per document ® Conditional Use Permiti4o [I Interim Use Permit ® Site Plan A reemenO Sia ❑ Vacation ❑ Variance ❑ Wetland Alteration Prmit ❑ Metes & Bounds Subdivision (3 docs.) El Easements(_ easements) 1 TOTAL FEE� o'tO Section 2: Required Information Description of Proposal: C omrne ray t D2tcPn+c+ K SrSI 3y Gilt lwci CS.vt�01 ht rR5 pt}.t th t3G�' yMW At16"O1VtOti5V� V -0-i 0*-P91rt.. * WDft1QNA\ GYrJ Qt U0511: Property Address or Location: P�00"Sois Vr) it cT Parcel#:1S12tS Legal Description: I-eA At -T -q Total Acreage: 141 Wetlands Present? ® Yes ❑ No Present Zoning: Select One i O P Requested Zoning: Select One I bp Present Land Use Designation: Select One RotA Requested Land Use Designation: Select One fonnMRtc.+k Existing Use of Property' A(eei cE rt4l i'.'OF'C'RRtGFIRS'dEF ❑ Check box is separate narrative is attached. RECEIVES f�M�lHF,$$ii I P(,Ap4VINQ!)F?I ;t;�,Nr"V::0 APPLICANT OTHER THAN PROPERTY OWNER: In signing this application, I, as applicant, represent to have obtained authorization from the property owner to file this application. I agree to be bound by conditions of approval, subject only to the right to object at the hearings on the application or during the appeal period. If this application has not been signed by the property owner, I have attached separate documentation of full legal capacity to file the application. This application should be processed in my name and I am the party whom the City should contact regarding any matter pertaining to this application. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. I certify that the information and exhibits submitted are true and correct. Name: 1 ac—K L4 M�'rs z� l Contact: 1Zttx L -'+M0 -M'( Address: ;�'InLsj ga, EYi !i boy Phone: 612'14c0 -11Cte) City/State/Zip:- ' I=Q I r4N I M10 S S Cell: Email:. F RLAT ry%em N b Camodi't- . cnM. Fax: Date: PROPERTY WNER: In signing this application, I, as property o r, have full legal capacity to, and hereby do, authorize thd fling of this application. -1 understand that conditions of a proval are binding and agree to be bound by those conditions/subject only to the right to object at the hearings or during the appeal periods. I 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: QLt,L Lor rnw N Contact: gkt.K (AmeTTMt Address: 4 -7 -0 -at -1G _ ta0L_ Phone: Qj-r{otp-T1gQ City/Statemp: _�1AlMq 5klvc- Cell: Email: _� L. C�� Fax: ;Signature: Dates { This a tion must becbmpleted in II and must accompah . by all information and plans required by is 1 City Ordinance`rr visio Before filing this application, rdkrto the appropriate Application Checklist and 6o*r with the Planning Department to determine the specific ordinance and applicable procedural reqyw6ments 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) 1ll Name: f� A-152-—vfih�At: �11KL2 2C���Y Si Contact: WAaX YS&rft s Address: 1S'o S+'> -M Phone: 9S2-X114-toctio0 City/State/Zip: LANL 4 I tWs k S'V& N Cell: Email: 1AUTA 140Q t 0001. Fax: °152 - 4'14 Section 4: Notification Information Who should receive copies of staff reports? *Other Contact Information: Property Owner Via: ❑ Email ❑ Mailed Paper Copy Name: Applicant Via: ❑ Email ❑ Mailed Paper Copy Address: Engineer Via: ❑ Email ❑ Mailed Paper Copy City/State/Zip: Other' Via: ❑ Email ❑ Mailed Paper Copy Email: NORTHEAST VIEW OF SOUTH BUILDING v"w i ' If ""° �r- �vu' ^ LAMETTRY SOUTH BUILDING PRELIMINARY: JULY 9, 28]5 WEST ELEVATION sonLe: Va'=1'-e�— SOUTH ELEVATION SCALE qe'9=B` 0 H H V o� q 0 H F A W c7 a z ISSUE PRELIM: JUNE16,2015 REV: JULY 9,2015 JOB # 1310fi6 BHEETR A3 oFAx SOUTH EAST VIEW OF NORTH BUILDING NORTH WEST VIEW OF NORTH BUILDING LAMETTRY NORTH 5UILDING PRELIMINARY: JULY 9, 2815 NORTH EAST VIEW OF NORTH BUILDING LAMETTRY NORTH 5UILDING PRELIMINARY: JULYS, 2015 SOUTH ELEVATION SCALE: 1/0" = 1'-&' CAST STONE COPNG — .._�,...�.«—------ . PRECAST STONE Be4NWpGN CANEI.B WTH CE�4R LAP SdA AI1� CCOJi iPoYI SCALE I/B" = V-0" 5MC BPoLK NORTH ELEVATION P1ERs WEST ELEVATION A=E BRICK SCALE: 1/8` = I'-0` PIER$ 0 JOB i 131068 SHEETS A3 OFA% uO � L O Q O U N ^W F QIyf/r r \ I T I U /X a 0 v z� °U ISSUE PRELIM: JUNE iQ 2015 REV: JULY 9, 2015 JOB i 131068 SHEETS A3 OFA% D / / / / \ \ \ \t LL \ CONDOMINIUM NO. 13111� \ e\ \ AUTO MOTOR LE ` FOURTH 5 11'.S].n P!T+I. oNDOMIwuM No. 131 / CONDOMINIUM 131 \ � 1 A I PARK ROAD LOCATION MAP O Cenele{Miss • �9X n AuloMotwPlea PARCEL DATA - • PARCEL SIZE: 1,007,675 SF (23.11 ACRES) • GROSS FLOOR AREA NORTH BUILDING: 18,290 SF (.42 ACRES) - AUTO SHOP AREA: 13,338 SF (.31 ACRES) - CONDO AREA: 4952 SF (.11 ACRES) • GROSS FLOOR AREA SOUTH BUILDING: 22,115 SF (.51 ACRES) - AUTO SHOP AREA: 9660 SF (.23 ACRES) - CONDO AREA: 12450 SF (.29 ACRES) • PERCENT OF SITE COVERED BY BUILDINGS: 4,0% • PERCENT OF SITE COVERED BY PARKING AREA: 5.0% • 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 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+(2x8)) = 25 PARKING SPOTS PROPOSED SPOTS = 36 DEDICATED PARKING SPOTS (34 STANDARD & 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+(2x8)) = 33 PARKING SPOTS PROPOSED SPOTS = 36 DEDICATEDPARKING SPOTS (34 STANDARD & 2 HANDICAP) NOTE: PARKING INSIDE THE GARAGES AND INFRONT OF THE GARAGE DOORS ARE NOT COUNTED SYMBOLLEGEND DESCRIPTION PROPOSED EXISTING Site Plan AA — -6 MumcwTouR �� UP Utwty Plan LP Landscape Plan PHONE: P12)4W0 CONTACT: CONTACT: •MNLM•6r X6o wCH UMETixv EMAIL NHERMANMBATIMECCM 17'_____ P.wcB6wNluRV NNE oPaxw6rxloMnmusEMMrrs _________ _____ CR MDnnvwr� -- mawrcirnNwns 6TgLL18EWERNNNYE -� —aT� fWED xIDgCIpNWNVYP s� M---�� Taws�urnnEUR¢ MY6rvcv+F u=a 3 f 5 ORa PoMOEM. MERselwammowsvuE aca6waxsL«ATIm A MIESRrvwmxHxE _________ amwrmE ®aR � Tr a eFOt ETLv4mx .aw° ,w° sPOTeEvmN ._ ununeaE .D, C xxmluPPARlwsvanE ® SHEET INDEX TABLE SHEET Description SP Site Plan AA ALTA GP Grading Plan UP Utwty Plan LP Landscape Plan PREPARED BY PREPARED FOR ExaxLER oEY>:L.oRFA SATXREAERGOIII6TINC RILNIAMETIRY 1M80U 3GLERN W'M.NSORI MNNM,M.. 0 551]5 P..E: IBSWL]fiBtttl .:IPsxlmSOla PHONE: P12)4W0 CONTACT: CONTACT: NATE HERMPn, P.E. wCH UMETixv EMAIL NHERMANMBATIMECCM EAWL RLAMSTTivMC 1LCCM IOP: INDUSTRIAL OFFICE PARK DISTRICT MINIMUM LOT AREA: 1 ACRE +' AUTO MO FLEX MINIMUM LOT FRONTAGE: 150 FT MINIMUM LOT DEPTH: 200 FT ;e MAXIMUM LOT COVERAGE' 70% v Vws MAXIMUM HEIGHT: FOUR STORIES/50 FEET FRONT YARD SETBACK: 30 FT FIRST SUPPLE REAR YARD SETBACK 10 FT 'I"00.T� ENTA o SIDE YARD SETBACK: 10 FT TAL SECOND suPP@EM^ - v (H 0 25 50 im so ss SCANNED LDIo u iii SCAFEET DRAWING NAME NO. 0Y DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTIONAND/ORCONVEYANOEOF I HERESYCERTIFYTHATTHISPLAN ORSPECIFICATIONWAS CITY PROJECT NO. J407-01 WE LAI 01 NRH OGI]SI15 ADDITONALINFOPERCRYREOUEU INFORMATION) OF THIS PRODUCT IS STRICTLYPROHIBREDWITHgR PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND TNATI Eps sV SITE PLAN DRAWN BY SATHREAERGOUIST,INC.'. EXPRESS WRITTEN AUIHORIZATON, USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE "� R f SRTSAIDAUTHORUtATIONCONSTITUTESANILLEGITIMATEUSEANDSMALLTO-A®Y LAWSO TNESTATE0 MNNESOT0. €SATHRE-BERGQUIST, INC.CHECKEDBY INDEMNIFYSATHRE-BERGOUIST, INC. OFALLRESPONSIBIITY. NRH SATHRE-BERGOUIST,INC. RESERVESTHERIGHTTOHOLDANYRUEGRIIMTE 7 lWSOU7HBROAOWAYWAYZATAMN.SS991(951)47a HANHASSEN LAMETTRY'S CHANHASSENUSER OR PARTY LEGALLY RESPONSIBLE FOR DAIMGES OR LOSSES RESULTNG��All,P.E.. WwMINNESOTARICK LAMETTRY FROM ILLEGITIMATE USE DA:=R.HERMAN, P.E. PR ? 0&1]/15 DeR: O I8 S UC No. Y798Z GFRs P�P� 1. ALL SANITARY SEWER SERVICES CONNECTED TO COO MAIN SHALL UTILIZE MIDDLE CHAMBERS OUTLET-CBMH Cl STRUCTURE SCHEDULE AN WAY COO TEE, C900 RISER PIPE, COO BEND, TRANSITION GASKET AND A 10. ALL SEWER SERVICES ARE LOCATED AT LEAST 3 FEET COMSTREAM OF SCH 40 LATERAL TO THE STUB. RIM 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 WATERMAIN FOR THIS PRCUECT SHALL BE GATE VALVES STUB, EXCEPT AS OUTUNED ABOVE STMH NO BUTTERFLY VALVES SHALL BE USED ON THE WATERMAIN FOR THIS 48" 7T PROUECT. 3. WATERMAIN SERVICES SHALL BE 8' DIP, P2 CBMH 943.9 12. THE CITY OF CHANHASSEN CURRENT' ENGINEERING GUIDELINES' AND 4. ALL DIP FOR SANITARY SEWER LINES SHALL BE POLY-NWAPPED AND ALL 'SPECIFICATIONS' SHALL GOVERN WITH THE EXPECTION OF THE SANITARY BOLTS USED SHALL BE STAINLESS STEEL. 949.9 SEWER AND WATERMAIN SERVICES. 5. REFER TO DETAIL SHEETS TO SEE STRUCTURE DETAILS. 13. ALL 4.92' WATERMAIN SHALL BE PVC COO (0R25). A4 STMH ALL 16' WATERMAIN SHALL BE PJC MOB (DENS). & ALL HYDRANT BENCHMARKS ME TOP NUT OF HYDRANT. 6.T SWIM 14. MECHANICAL BALLS SHALL BE INSTALLED IN SANITARY SEWER AT 7. WYE LOCATIONS TO BE SUPPLIED 8 VERIFIED BY CONTRACTORS. WYE 2'%3' CONNECTION POINTS FOLLOWING INSTALLATION OF RPE TO PROTECT STATIONING IS CALCULATED FROM THE DOWN STREAM MANHOLES. EXISTING LINES FROM DEBRIS. B SEDIMENT INFILTRATION. BALM SHALL CBMH 950.6 REMNN UNTIL LINES PRE TELEVISED 8 ACCEPTED BY THE CITY. 8. ALL TES AND DISTANCES ME TO THE CENTER OF SURFACE STRUCTURES. 944.00 B1 15. THE CONTRACTOR SHALL CONTACT THE SEWER B WATER DMSION AT 9. ALL HYDRANTS AND HYDRANT GATE VALVES ARE RETAINED AND TIED HACK 5.3' LEAST 48 HOURS PRIOR TO ANY PUBLIC SEWERWATERMAIN CONNECTION, TO THE WATERMAIN TEE BY MEANS OF APPROVED MEGALUGS UNLESS B2 CB OTHERWISE NOTED. 2'x3' 3.1' NORTH SITE 4Vs„i I // v i I' - I ,I I I mow•° - WALL. I I ✓ I NORTH CHAMBERS OUTLET-CBMH A6 MIDDLE CHAMBERS OUTLET-CBMH Cl STRUCTURE SCHEDULE esnxr esob RCPFaA TMvwa, SxMFe16 1TAfp-016.e SBBctum Name TYPE RIM DIA I HEIGHT INV CASTING Al STMH 942.7 48" 7T 935.50qR-14U P2 CBMH 943.9 48' 3.2' 940.70 A3 STMH 949.9 48' B.T. 943.58 A4 STMH 950.7 48' 6.T SWIM AS CB 949.9 2'%3' 3.6' 946.30 A6 CBMH 950.6 40' OR 944.00 B1 CBMH 941.6 40' 5.3' 936.30 R306}V13 B2 CB 941.6 2'x3' 3.1' 930.50 R3067VB Cl CBMH 949.1 40' 0.2' 940.95 R3067VB C2 CBMH 951.3 48' 3.9' W7A0 R3067 C CB 950.6 7X3' 3D' 91 R30674B DP31 CBMH 950 .0 40' 7AY 943.00 R3067%41 D2 CB 1 950.0 1 2'x3' 3.0' 947.00 RJOWVB NORTH CHAMBERS OUTLET-CBMH A6 MIDDLE CHAMBERS OUTLET-CBMH Cl SOUTH CHAMBERS OUTLET-STMH Ai esnxr esob RCPFaA TMvwa, SxMFe16 1TAfp-016.e TOPCASTI SXME@>. SRCP9T8 n%rt EOTTOM p.OitOMP1a.5 . uew.. Ponai ex rew ri TOPweaaeTo4pLEr nB TiCN�LWWSS a a,. 1.. LWPSSS 4 1S -OP .1. MT SR COTTW peCXm]e W+MT CCII M4 CITE =x DURTH SUPPLE.NANTAL D u`�w Nv em b IN, °°xx ES CTIDN m' Dt w Pwmww . wm eew. ,mm°w u. -1 xnmlx�v�eX P.m xxa n Uem^i�m vArx^ u11 OP STORM SEWER CATCH BASIN Y % 3' RECTANGULAR -u ......,.,-..._..... wnxEEpws DDvulmExT 3101 1 9594. . uew.. Ponai ex rew ri � z a'�axmni.w riP x U N caex °I a.� PLAN u`�w Nv em b IN, °°xx ES CTIDN m' Dt w Pwmww . wm eew. ,mm°w u. -1 xnmlx�v�eX P.m xxa n Uem^i�m vArx^ u11 OP STORM SEWER CATCH BASIN Y % 3' RECTANGULAR -u ......,.,-..._..... wnxEEpws DDvulmExT 3101 1 9594. m °olP,Wme I'�roa°.'e<ar A .,.,�w 9-'.w•`; r e P 4S BEND .-PLUG .'SAN SORI6 42 CDNN O'S _-C PT. m ° ropeaao 6 Q l 1 "P,E �� rtrve355 Vw4 1 norPIPE BEDDING FOR P V.C. PIPE 4853 o� ^' / �� c _ I �I+ F AUTO BODY SHOP �. FPFA52.0e„ sxawEEe xB DEPAmu[uT 6-.ANSDRM ' J- CONDGASULOS 2203 AUTO BODY SHOP C/ CONDOS s v.s-BFxo Mx c3 / FPEA33D e SER 4e� N ° s Lol x D 1 1 \ \ +- r u,w M -a a ar ."VERT. Bax zBzx is \ : °v, u,l.�°• ioeM o :ea N0. 131 \ Lap �w.. ee PLAN/na"rM�me i`°nryx :;. i. n A 5 ®a4 x �A CON003 ( I w �.e renx 50 E - FFBA45.0 Pa c3 / V �.,`xff I.�h- �., • v - A A IQ My e • a - ro .-M � � S �'✓= �4l -�.. � � „� m V w1YlTIlE 34 ` V A rh Ixv:nuw 1 oos .° A OPMHM rHDPF>a �\V FL� rxDPE \ �_. PMNDWDAraWArt l esae \ r 'IN. 0� u � • ( I tPq ,k, i I SEcnoN DURTH SUPPL--MENTAL APP Q- I �NpffopPpp TYPICAL 4' DIAMETER 6a, �4' •L•G R�� yyyxlpypll CATCH BASIN MANHOLE tf �. 1C�Nt.P,A SD TU ENGxExL CEPARENT n 3102 9BNH 30 15 0 15 30 SO 4A � �-FILONI a E A T A S �/ %i w �a x �`a �I �I I ■ � � � i SCANNED w.a., SOg1E IN FEET DRAWING NAME NO BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN ORSPEGFlCATON WAS CITY PROJECT NO, UTILITY PLAN FILENO. FILE NO. BASE_LAMETiRV Ot NRH_ O6/25R5 ADDITIONAL INFO PERCT'REWEST INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPMED BY ME OR UNDER MY DIRECT SUFERNGION AND THAT I UTILITY sua DRAWN BV - BATHREBMGOUIST,INC.'s EXPRESSWRITTENAUTHORIZATION. USEWITHOUT AMA DULY REGISTERED PROFESSIONAL ENONEER UNOERTNE E ` SATHRE-BERGQUIST, INC. GHEESTTD BY MIDAUINDEMNIFVSATHRENCONUIST,NG. NILLEGITIMATE S BS AND SHALL THEREBY LAWS 01 STATED MINNESOTA WG y NRH SATHR&BERGOUIST,INC. RESERVESTHERIGHTTOHOLDANYILLEGITIMATE .�. 150SOLTTHBROADWAY .A ATA, MN.5539t (952747E HANHASSEN LAMETTRY'S CHANHASSEN Up DAIS USER FROM1ORPATYLEGSEYRESPONSIBLEFORDAMAGESORLOSSESRESULTING NATHMRHERMAN.F.E i0.ry �A¢ MINNESOTA O6 -+TNS Data: is S, LICNa, 4T5s-L FW4 PLH RICK LAMETTRY UP a'�axmni.w riP m °olP,Wme I'�roa°.'e<ar A .,.,�w 9-'.w•`; r e P 4S BEND .-PLUG .'SAN SORI6 42 CDNN O'S _-C PT. m ° ropeaao 6 Q l 1 "P,E �� rtrve355 Vw4 1 norPIPE BEDDING FOR P V.C. PIPE 4853 o� ^' / �� c _ I �I+ F AUTO BODY SHOP �. FPFA52.0e„ sxawEEe xB DEPAmu[uT 6-.ANSDRM ' J- CONDGASULOS 2203 AUTO BODY SHOP C/ CONDOS s v.s-BFxo Mx c3 / FPEA33D e SER 4e� N ° s Lol x D 1 1 \ \ +- r u,w M -a a ar ."VERT. Bax zBzx is \ : °v, u,l.�°• ioeM o :ea N0. 131 \ Lap �w.. ee PLAN/na"rM�me i`°nryx :;. i. n A 5 ®a4 x �A CON003 ( I w �.e renx 50 E - FFBA45.0 Pa c3 / V �.,`xff I.�h- �., • v - A A IQ My e • a - ro .-M � � S �'✓= �4l -�.. � � „� m V w1YlTIlE 34 ` V A rh Ixv:nuw 1 oos .° A OPMHM rHDPF>a �\V FL� rxDPE \ �_. PMNDWDAraWArt l esae \ r 'IN. 0� u � • ( I tPq ,k, i I SEcnoN DURTH SUPPL--MENTAL APP Q- I �NpffopPpp TYPICAL 4' DIAMETER 6a, �4' •L•G R�� yyyxlpypll CATCH BASIN MANHOLE tf �. 1C�Nt.P,A SD TU ENGxExL CEPARENT n 3102 9BNH 30 15 0 15 30 SO 4A � �-FILONI a E A T A S �/ %i w �a x �`a �I �I I ■ � � � i SCANNED w.a., SOg1E IN FEET DRAWING NAME NO BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN ORSPEGFlCATON WAS CITY PROJECT NO, UTILITY PLAN FILENO. FILE NO. BASE_LAMETiRV Ot NRH_ O6/25R5 ADDITIONAL INFO PERCT'REWEST INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPMED BY ME OR UNDER MY DIRECT SUFERNGION AND THAT I UTILITY sua DRAWN BV - BATHREBMGOUIST,INC.'s EXPRESSWRITTENAUTHORIZATION. USEWITHOUT AMA DULY REGISTERED PROFESSIONAL ENONEER UNOERTNE E ` SATHRE-BERGQUIST, INC. GHEESTTD BY MIDAUINDEMNIFVSATHRENCONUIST,NG. NILLEGITIMATE S BS AND SHALL THEREBY LAWS 01 STATED MINNESOTA WG y NRH SATHR&BERGOUIST,INC. RESERVESTHERIGHTTOHOLDANYILLEGITIMATE .�. 150SOLTTHBROADWAY .A ATA, MN.5539t (952747E HANHASSEN LAMETTRY'S CHANHASSEN Up DAIS USER FROM1ORPATYLEGSEYRESPONSIBLEFORDAMAGESORLOSSESRESULTING NATHMRHERMAN.F.E i0.ry �A¢ MINNESOTA O6 -+TNS Data: is S, LICNa, 4T5s-L FW4 PLH RICK LAMETTRY UP LO..IEUCTION SATES GENERAL NOTES: 1. INSTALL SILT FENCE PS SHOWN ON PLANA$ gEOUIREO BY THE CITY OR OIRECIEDBYTHEENGINEER 1. THE GRADING CONTRACTOR IS RESPONSIBLE FOR ALL SrORM WATER INSPECTWNSACCORDING TOTXE PCA STORM WATER PERMIT. nll$INCLUpE3 BERM WEBBY INSPECTIONS AND INSPECTIONS CONE AFTER A0.5' PAN EVENT. ACOPY OF THE INSPECTION REPORT MAST BE EMAILED TO THE ENGINEER AND DEVELOPER ON 2. THE INLET PROTECN. SAND D LLT NO BE MOVEDGAGNEFROM ME INLET PROTECTION ION AS EC OPERATORS G CONSTRUCTIONROVIDE MEAT TMRY EC COMBUSATER TREATMENT ION AT THE WEEKLY BASLE. C PUWNC CONSiRUCT10N. SAND AND SILT MUST BE REMOVED FROM n1EINLET PROTECTION A$NECE$$ARY DURING CONSTRVCTICNPNOATn1EOX.IPLEICNOFTHE 3. THE CONTRACTOR SHALL PLACE INLET PROTECTION DEVICES IN ACCORDANCE WITH THE CRY FOR ALL STORM SEWER INLETS AND NWWWN MEN AS AN EFFECTIVE PROJECT. SILT CONTROL DEVICE. INLET PROTECTION SHALL BE REMOVED WHEN RESTORATION HAS BEEN ESTABLISHED. rpV ROCK ENTRANCE BERM I BEGIN GRADING, INSTALL INLET PROTECTION, TEMPORARY DRAINAGE PIPE SHALL BE USED FOR INTERMEDIATE DRAINAGE DURING THE CONSTRUCTION PERIOD AS yALL RUNNING WALLS WILL REQUIRE DESIGN, PERMITBAFINALIN$PECnCNRENN2T. L NECESSARY AND DIRECTED BY THE ENGINEER. INSTALL SILT FENCE AROUND EXCAVATED BASINS. p n N.A1'-Y CRUSHED ROCK ENTRANCE BERM SHALL BE PIACEDATTHE SIZE ENTRANCE, TO REPUCE SILT FENCE. AND MINIMIZE EROSION CNTOTHE STREETS THE. ------ `JILT FENCE / p0 INSPECTB IN ICT FENCE, AND ROCK ENTRANCE BERM AFTER ALL RNNFgLLEVENiSAE. REOVIREp BYTXENPoFS PERMf. BERMS SHALL BE THEWIDTH OFTHE ENNUNCII FEET HIGUWITHALSLOPES. POST GRADING SILT FENCE 5. ALL SLOPES 3:1 MA%(UNLESS NOTED) (WE DETNLI ----- Creusxm pocx S. A. RES ATKIN-(S.MMRBACRES) S. THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE AWAY F0.0M THE 0UILOING PAD AND STREET PRFASTXROUGIpUTCdN$TgUC1KKl. —Bio— BIO -ROLL A SEED ROME AN DETENTION AREAS WITH MNOOT310 R MASS AS G ONEEEMIXATA MTRL IN $.THECONTRACTORSHALLATTEMPTTD PREVENT SUL MATERIALS FROM LEANNG THE SINE BY EROSION AND VEHICLE WHEEL TRACKING. HE 4HALLBE RESPONSIBLE S SEED SLOPES AREAS NTH BINGO T3YWMHM PEAUGH00R Ps US SEEOMIXATASTE OFDMIXANDFEIBLUE WITH IN0BSIACAT B(RACIER FOR CLIMBING OF STREET BOULEVARD AND UTILITY FACILITES THAT RECEIVE ANY ERODED OR TRACKED ME MATERIAL OROTHER CONSTRUCTION BEING OR ® CONCRETE WASHOUT SEED WETDWD BUFFERAREA$WITH MNDOT356MESIC PRNPoE(36.5 PL$LSSIACI O0. INNS SSW SEED MIX AND FERTILIZE WIiX 16610 gT1W L&S/RARE (REFER MATERIAL. ll�� TO WEiuxo CREAno USTURBANKI GPwN WITHMOR DOOSEED 250ATA KATE OF 100 L ) l INLET PROTECTION o[=>x rm .m. G ALLY ALLOTXER USSNRPERIT q$ IS TO BE OSED ON TE. OF 100 CBS/gCRE AND FERnIIZE'MTX M010 AT 100 LBSJACRE (UMESSOIHERA59E N0iE0) Z, EDSTING VRUTIES SHOWN ME SHOWN IN AN APPROXIMATE WAY ONLY. TXE CONTRACTOR SHALL DETERMINE THE EXALT LCCAROW OF ANY AND ALL EMETNG 6Mu Yv sd XK EL MU PXO3PXOROUSFREEATE OF 2ER ISTOBE USED ON AN UTILITIES BEFORE COMMENCING WORK HE AGREES TO BE FULLY RESPONSIBLE FOR ANY ANDALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND ®'+m E MULCHKIiNttPE1pTASTE OFiTON&ACRE AND USE ANCHOR IMMEDIATELY AFTER PLACEMENT. USE W000FIBER BIMKEf ON (iTl OR PRESERVE ANY AND ALL EXISTING URDURRES F. PEACE � tl WOODFIBER BLANKET �m F. PLACEpPPROVEO STORM SEWER INLET PROTECTION INO0.AROUND ALL STORM SEWER INLETS AND MNNTNNVHTL STREET CONSTRUCIYJNBOJMPLETF➢. S. BUILDING PADS ARE 0 DEEP, UNLESS OTHERWISE NOTED. THE FRONT AND REM BULKING PAD ONES MESHOWN ON THE REAL TIE ENGINEER SHOU1D BE �re Li flEFERTO CITYNTAINA LSILTFUN LS NCEUNOR IL ED TURF HAS LET ESTABLISHED. MUST BE INSTALLED IN THE 0.ECEIWHG G4TCX&1LN55OUMCi TN$Sy}E. CONTACTED IF ME CONTRACTOR HAS ANY QUESTIONS REGARDING BUILDING PAGE. REAR PAD ELEVATIONS SHOULD BE ESTABLISHED BASED OFF ME 2l SLOPE FROM G. MNNTNNALLSIDRKWIEUNTILMPLETED BENIN 72 HOURSO. THE M'FLAT BENCH, ON AT NMI W BEHIND FROM OF PN1. ]. H. RESNRATON WORKKILL BE COMPLETED WITHIN ]R XOVRSOF GRAgNG WMp1El10N. mwxu4F AuxOrt Acu srt ]. SILT FENCE -BEFORE DIAMOND- 1,90OIF FLIM r.Bni[ SILT FENCE-AFTERGRAOKa-01-F NORTH % i i Trlr 7 r j/:,&TM:w ow« SITE r r��� //'' SOUTH SITE r ' / N ROCK I ' •r rrP ' A I li r / CONSTRUCTION �URTH SUPPLTAL I L ' ` i "� N / � ENTRANCE � ���� ExGwEER xR o[anMErT °b. 5301 SEDIMENT TRAP i o r r r �� NMXlilNED BY M.. OB .oALc Rx. BRos x.. on ®wL i ,������ r x'•-_-•:7 - � /r' , IN L..,..r aEBIt9loeo$ .. rr *.� �, //` Cif. aA �' ( 1♦ i/ M0DELilC623�It r- — gym. T Aor, FF iI 1 - -Tw i- ,na Nrnm IF U.,nimxr meo. -;- XON 48 /d E.3 % ;� / / , B•WM r i de. xixaR. - NAW sB i' o i BI .'x Ro.oA QA&ME _ I � II �p � n j �' . d i .. X. GAM MMO. 11—I ,,,EX 42 3 �R�B V PFPASBA N..J PCZ �� .r �/ • . ", 211 caicH BASIN CGWQAtRAc' �yI �P a ( 1,—I �� SEDIMENT TRAP TV 53 _ aDOA AUTO P.9D5Y3.SHOP /.. LNs EERN3 ovxmLNr _ o w k 5302A R! AT \\\ AUTO BODY SHOP W rea9s3.o i II - Ii 1 yy I '" W.SIP ,'' N 53 r r JAI o-mnm+ N0. 131 GARAGEL ;,� £��o-a.�...�...e '0�a® C0N00'S t I i- 3 nnn.^moa. WAIMLL -IL a FFEA45A 9 fi f�e�., -- III soeLmma ... s m. R 'F 1 �17' 900.0 =TOP BACK OF CURB ELEV. o =F'�° x 800.0=GUTTER/BIT ELEV. )TO PL N__W� , �- �. Rff� SRT .nm. )URTH SUPPLt'�<.�NTALw /1 TET 'r li L. 1 �. ",pT TT T eo`�--- 18Y®6®I INCE a,.N r T r I ♦� I '� � � �� r T � �. &N mBNc oEP.Rmwr 30 1s 0 15 SOeIO SCANNED r .' e r i ,/ L<InrnlTnl o. /,', /:/ /. 1 /Z✓Tr \ DRAWING NAME Ifni= -LE IN FEET NO. BY DATE / REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, MO/COR CONVEYPNCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WM CITY PROJECT NO. FILE NO. WE_LAMETTRY 01 NRH O6/25115 ADDITIONAL INFO PER CITY REQUEST INFORMATION) OF THIS PRODUCT IS STRIGILYPROHIBITED WITMOUi PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I BB so GRADING &EROSION CONTROL PLAN a93]o-o01 0G DRAWN BY _ __ Sg1HRE-BERGOUIST,ING.'a FJ�RESS WRITTEN AUTHORIZATION. IISE WITHOUT AMADULY REGISTERED PROFESSIONAL ENGINEER UNDER THE � t SRT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY IAWSO 1HESTAlEO MINNESOTA °a SATHRE-BERGQUIST, INC. CHECKED BY - INDEMNIFY SATHRE-BERGOUIST. INC. OF ALL RESPONSIBILITY. " GP NRH - SATHRC--BERGOUIST,INC. RESERVES THE RIGHT TO HOLD ANY 111EGRIMATE l'V .-. ISO SOUTH BROADWAY WAYZATA,LM.55391 (952) 476600) HANHASSEN LAMETTRY'S CHANHASSEN USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING /l N� t DATE FROM ILLEGITIMATE USE NATHANR.HERMA E "'�.E HSG MINNESOTA RICK LAMETTRY /P 0611]/15 DBIe: O lB S UCN6. L17i8% Ns v� w C -f 7F_F_F,,— �F Vi=i F_ FFFFFI FFF_FF F !! F._( FFF FFFF[—i F 1- �—F--r–� r r - r f � SITE PLANTING LEGEND Buffer Requirement: East side of property ='Buffer B' for every 100 ff. - 2 Canopy Trees .4 Understory Trees '6 Shrubs North & West side of property ='Buffer A' for every 100 ff. -1 Canopy Treas - 2 Understory Trees .3 Shrubs CITY OF CHANHASSEN RECEIVED CHANHASSEN PLONINS DEPT 20 10 0 10 20 40 SCALE IN FEET SCANNEC' a 5 USE (INCLUDING COPYING, DISTRIBUTION, ANDIOR CONVEYANCE OF INFORMATION) LANOBCAPE ARCHITECTS, INC.'s ROHIBI IED WTH UT HORSY OFTHIB PEARCTT STRICTLYPRO"'BRED`MTENAUTHRBYATION. USE RI &ASS . USE Norby & Associates CRY PROJECT NO. SOUTH BUILDING PLANTING PLAN FILE NO. DRAM BY -- -_— _ WITHOUT BAD AUTHORIZATION CONSTITUTES AN ILLEOmMATE USE AND SHALL THEREBY INDEMNIFY NCRBY& ASSOCIATES LANDSCAPE ARCHITECTS, INC.INCOF ALL vu w.a `"""{ / y Landscape andsciape Architects, Inc. CHANHASSEN, LP1 CHECKED BY _ _- ___ _ - _ - _ - — RESPONSIBILITY. NOSEY &ASSOCIATES WIDSCAPE ARCHITECTS. INC. RESERVES MINNESOTA LAMETTRY DATE - ----- ------------ ----- THE RIGHT TO HOLO ANY ILLEGRIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM 0.LEGITMATE USE. -------- 1W Flat SeWnd $trRf Chmke,MN 55318 932)361 ( -0644 I D9 SITE PLANTING LEGEND Buffer Requirement: East side of property ='Buffer B' for every 100 ff. - 2 Canopy Trees - 4 Understory Trees B Shrubs North 8 West side of property ='Buffer A for every 100 ff. -I Canopy Tress - 2 Understory Trees - 3 Shrubs CITY OFCHANHAS3Ea RECEIVED JUN 19 2015 CHANHA3N BANNING SCANNEL 2D 10 a 10 20 40 —= L -- USE (INCLUDING COPYING, DISTROUHON. ANDIOR CONVEYANCE OF INFORMATION) CITY PROJECT NO. FANO—-�OF BV THIS PRODUCT IS STRICTLY PROHIBITED WITHOUTNORBYdASSOCIATES WffHOUTMDAHITECTS TI N NSTITBWRIIT IN EGITtWTEUON. USE______WRHOUTSgIpgUTHORVATpNCONSTITUTESqNILLEGITIMATEUSEANpSHALL_ THEREBYINDEM, °x"`' Norby &AssociatesDRA4YTI NORTH BUILDING PLANTING PLAN BV _ ------ - IFY S ES A ALLVE RHE dyCHECKED LaTSLLSCape ArC111tCCYStII1C. CHANHASSEN,L LAMETTRY DPTE -"- - -- HORS &ASY OCIAT S -AND CAP R HITECT .INC. R SE TRCHITELY RESPONSIBLE EB THE RIGHT HOLO RIGH TO ILLEGITIMATEUSEROR DANY6ASBTIMATESSERO R PARTYRESPIXJBIBLE - -- - - --------�----- E FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. SSSS GITMATE USE. 100 Eut Secmd Sven QlesYa, MN 55319 (952)361-0&0 I SOISE ",W i 1w. ¢xcen..' REG u..w..IrnY.rnn,rcl relw.: SOF rvH IJW swan u r NvaMul Q -T rs>ti L l A v Hwy - Msnr 'I AME,.x ma Dap'mog yUM1a r AmalS Ouvle r a., u,ellceA. A. AHA. Mans NM 9M e. .- AGE ahe wuu G. N ,.1m Quul 1- -- r r NOM evyn ,W J. I50( AN,Nal: I..fmaWsa h-,6ABM1 In" ,M R M1.MVI' f 0WM �I G =M N-.NHA G— I.I.,- Ow )S f MIwI�Ar rW N„s hv� 5 $Obj JI.Il. GAGE id UUN N 1. — ✓ ` �1 \ I Y al n 1 �. 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USEWITROUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHF6BERG001$T, INC.OF ALL RESPoNSIBIUTY. SATHR&SERGDUIST, INC RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITIMATE USE Ineleloy cer9ry Mal INS surrey. plan or mM pwas OraWrN by mew antler my Gsupald5lp, and that l em atluy U.EAMa Leod Surreyor N uMMMala CINeS eol=eso)a. OahM Ms tley ofJ 2015 1 a`� E"'^n"^`� EEwa a4q ` = SATHRE-BERGQUIST, INC. TRIP.118-RGE23-SEC15 f Cerh$Cffie Ql Survey Prepared For (� Richard Lamettry SCANNE ALE NO. 493]0-00 ALL DRAWN BY CARVERCOUNTY OBP BOOK XXXIPAGE XXX CHECKED BY Chanhassen, MINNESOTA A] J OSP .... Iy 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952)4]BB000 Mxeas PYNM�R DaUtl B. 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BY DATE REVISIONS USE(1NCLUDING COPYING, DISTRIBUTION, ANWOR CONVEYANCE OF TYJP.116-RGE23-SEflrS FILE NO. ALL INFORMATION)OFTHIS PRODUCT ISSTRTLY PROHIBITED WITHOUT aEExS NMq a CARVER COUNTY 693]6001 DRAWN BY SATHRE-BERGOUIST,INC.'x EXPRESS WRITTEN TEN AUTHORIZATION. USE WITHOUT OBP BAIDAUTHORIZATIONCONSTITUTESANILLEGITIMATEUSE AND SHAILTHEREBY W _ SATHRE-BERGQUIST, INC. Certificate of Survey CHECKED BV INDEMNIFY SATHREBERGOUIST, INC. OF ALL RESPONUSILITY. Prepared For DBP SATHRE-SERGOUIST.INC. RESERVES THE MGHTTOHOLD MYILLEGITIMATE u, �'I m 15DSOU IRBROADWAY WAYZATA,MN.55391 (952)6]&6000 Chanhassen, SCANN 2 USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING m MINNESOTA Richard Lantettry 0&28N4 FROM ILLEGITIMATE USE q<Rs a ee 3 °vl AT 7" i • Y Y iI '�a',' X'/ VMO T ml \ P \ \ 1x \ \rj fII ' xC `=� \ 4 \ \ \ m ELECTRIC TRANSTORMER rxT m,Wr n - J.Nn NaLnPoJ I :W I omala J,e Iron r- 1M1 oon wMr<..n,Lx ® ELECTR'C uA..IE Ap,M M1a r r be Me "r,gami aF "lav Im NNA 4d reM,.11 — C d -r uv n LIM, — Inrmu,e.w Mu 'AIIIIl,r-mv. I, Tboi inuvert.1—h,DH1. 11.1 S..'M lY,I'TA ® GAS ME10, IVA ^1Y 2\O5 L - Irv' 6307 �} AD _ IC USE (INCLUDING COPYING, DISTRIBUTION, ANDIOR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WTHOUT SATHRE-BERGOWST,INC.§E PRESSWMI ENAUTHOMIZ ON. USEWTTMOUT SND AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHREBERGOUIST, INC. OF ALL RESPONEEAUTY. SATHRE-BERGONST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITIMATE USE. 0 A C PARK Beacwrnoxor RRorERTreuBtEreo Iters.... R"OR.�i nrew.me n4mmMmeml TM1mv NY+olIM1e fWbwinv J,xnMJIaM'. nwl Nn nflL.4v..........ro!\tl,rr, IS, laxna6ir lll.Nrnlr,H nl Jrv'Sll, rnnaiNlYmJiun JvvnlnJ m: LX('LMMirM1 lin WeYnly nlpluR(',aek.J,e. unleAircnfagerce4JexrihdnlolMuv: TM NnoYMSm lx¢x VinnerYlrwN nlxa Vv. !S P M1"Pa } 'N IA "vN. 4 Jw. pnl. & 'np Y SVIM1 f' JSwEu' qun rIM1 'anlrmYPM^ M1 vlh g IWnL Uryn Po 1. ml b IM1I eofanUSuu MY V YMtpNm LW J 5l 5[ 'mY1Ag W+Iw J' !.N Xa N M1iv A)I.1,M EVA,... g rWl arv.mrMYPI M' ,wf f ,M1 Iiu f N' I Owr fJ !. I Yuan rM1,u M Jrynu "I 'mJ �. -Iv,q Ix ly I-fwW$w .w Vwnvraf lv NurIM1W VwnnxJ n. u(lJA_ unwtlu,Nno Fnn op ,znN Ful uw.mn.N Sunay MimSWry x.zsmmn fm(uun YSuu A4111iyImaY Yu l]u .[CTATACSM OPTIONAL TABLE A NOTES LThl MEAA.M .-I-- Tvble A IM— n lNAAT` Wnvdapv?,--I :T!Y OF CHANHASSEN RECEIVED JUN I 2115 ".HANHASSEN PlANItNNE nEPi 1) ti ArWrax V W N Imre M CABLE TV PEDESTAL SI TIImJ wy "'l AIA—dl IAIA—dI. an WNW g�W al rfi l0 m g.k J'IW I amm m ELECTRIC TRANSTORMER rxT m,Wr n - J.Nn NaLnPoJ I :W I omala J,e Iron r- 1M1 oon wMr<..n,Lx ® ELECTR'C uA..IE Ap,M M1a r r be Me "r,gami aF "lav Im NNA 4d reM,.11 — C d -r uv n LIM, — Inrmu,e.w Mu 'AIIIIl,r-mv. I, Tboi inuvert.1—h,DH1. 11.1 S..'M lY,I'TA ® GAS ME10, q r I N. Sul nPo E E " W M RIS f y- peN i,p fmr , M1l pWrmloAWWrm 0.eaJ mJ. T.\ -WAW IMIti[1 Vs91 ® XAND HELD va " K ,W,_A,Vvr ,ava J[I,uuvIEY KI I" R -mm Yrvsaf'mmMY rm Sgwmhr I5. S. Wamnr4 my mn w.nlnp,reJ. :T!Y OF CHANHASSEN RECEIVED JUN I 2115 ".HANHASSEN PlANItNNE nEPi A,) �fuu�pv...lwnm MM. 3° 15 0 15 30 BD SOME IN FEET SURVEYLEGEND IN A/C tn1 OST.INWS M CABLE TV PEDESTAL AT I C m ELECTRIC TRANSTORMER 1 ® ELECTR'C uA..IE E Q I S A .. 1 i.''y` ® GAS ME10, r A E E ISHM TILE r A,) �fuu�pv...lwnm MM. 3° 15 0 15 30 BD SOME IN FEET SURVEYLEGEND IN A/C tn1 OST.INWS M CABLE TV PEDESTAL �✓ CLET IRON MONWENT m ELECTRIC TRANSTORMER CONCRETE 1,D8 ® ELECTR'C uA..IE ® LllC. RAS. m ELECTRIC METER -gCONTOW EXISTING ® GAS ME10, d FLARED ENO SECT EK ® CAS VALVE ISHM TILE --- WARD RNL C Tf VALVE ® XAND HELD —+— FENCE 0 SGL am. -r Ojy WEE TREE COWFEROUS —F°5 CAS N."ED'SAYD TREE MCWL'GK V H DRAM T TELETHEABE MANHOLE RAILROAD TRACKS 0 TELEPHONE PEDESTAL O ELEVE1 SN MENT SET — TRAETIC COMAL V' STORM YWER ® Ui1LITI MANHOLE • SORIAEY MCNI.MENT FWHO UTILITI PEOESTAL �YYI �'- UTILITY UYD .NHC 4v•y ti• IT /I SUR.I CONTR0. POINT FILE NO. {I LRNT PN.E 4937 W1 3 Prtyxled F., ':l. eowTR Richard Lamettry (51 SAN iPRI MANxgE 3 Q SAV IARY CIPPNOIi a S DEMONOELFvaTI{e. I STOR. e RTWM geA1N ' I£_0 STORM MANHOLE b TARO LIGHT C.15 1WPGARVER p¢CPs sNR L COUNTY BOOK )COURAGE X% w SATHRE-BERGQUISTI4NW .Chanhassen , w 1 W SOUTH BROADWAY WAYZATA, MN. 553B1 Y MINNESOTA 4wRS PIP A,) �fuu�pv...lwnm MM. 3° 15 0 15 30 BD SOME IN FEET SURVEYLEGEND IN A/C tn1 OST.INWS M CABLE TV PEDESTAL LISLE *V m ELECTRIC TRANSTORMER CONCRETE 1,D8 ® ELECTR'C uA..IE O 0 CRETE m ELECTRIC METER -gCONTOW EXISTING ® GAS ME10, _.- 'CA. RROFOSED ® CAS VALVE ISHM TILE --- WARD RNL ELECTRIC LIDERGNOLLD ® XAND HELD —+— FENCE 0 SGL am. -r 1. FBER OPTIC UNd'RGRWNJ TREE COWFEROUS —F°5 CAS N."ED'SAYD TREE MCWL'GK 'JVERNEAD IITLITY T TELETHEABE MANHOLE RAILROAD TRACKS 0 TELEPHONE PEDESTAL —>. SAN TARv SEWER — TRAETIC COMAL V' STORM YWER ® Ui1LITI MANHOLE moi¢— TELEPRONE LNOERCTOOLD UTILITI PEOESTAL �YYI �'- UTILITY UYD .NHC 4v•y ti• IT wITEAVARN FILE NO. Certificate of Survey 4937 W1 3 Prtyxled F., SCANNED Richard Lamettry 3 Generous, Bob Pie-e"Ie From: Jon Day <johnnyboyday@mac.com> Sent: Tuesday, July 14, 2015 9:55 AM To: Generous, Bob Subject: Question on LaMettry's Project Follow Up Flag: Follow up Flag Status: Flagged Good Morning Bob, I was looking at the proposed development for the LeMettry's project. In the beginning, when this whole Audobon Motorplex concept was being proposed and they were asking for conditional use permits and wanting to fill in part of wetlands and so forth the pitch to us from the developer at our neighborhood meeting was their promise the complex would have be architecturally appealing and look like a beautiful country "horse stable". We were worried about the noise and that hasn't been to big an issue except for the first Saturday of the month when they have the open house there, its like a rock concert that day. The fact is that they held to their promise of creating a "pretty" development that would look nice and compliment the neighborhood. I think most of us have been pleased with them as neighbors. In their second phase they filled in part of the wetlands along the creek closest to our homes in order to put that last set of condos in and while I do think that has hurt our property values on this street, all-in-all its been a ok thing, it probably could have been worse. This new LeMettry's project does not fit into that architectural look based on these current drawings. I guess beauty is in the eye of the beholder, but to me these proposed structures are ugly, but regardless of that, they clearly don't fit into the "look and feel" of the original project as it was laid out to us in the beginning when we had big concerns about the original proposed development. The fact is they could have put the condos that are the furthest to the south west on the spot where this LeMettry's is going right now and then we wouldn't have to have filled in any of the wetlands and we would have'n't have had the development move in so close to our homes over here on Stone Creek Drive. I think the buildings they are proposing should be required to match the architectural look and feel of the buildings in the rest of the complex, this kind of country horse stable look with the nice finishes and the cupolas on the roof, etc. Please let me know what your team's views are on that topic. Also, please let me know if our neighborhood association needs to come to the meeting to share that view or if this e- mail will be shared or what the next steps need to be. Jon Day 612-269-4531 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 1'+h dayTof Su 1.1 2015. Notary Pub J 41--h J. Enge dt, Depu lerk T. MEUWISSEN Notary P�Ib•Minn SE RKIM y CemmU Exproe T 37, PO¢o C m d 2 Y N d Y aCD d 0 N .. j R,,., w N '_' C�=or g co @ 7 co U .. 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