The URL can be used to link to this page

B-1. IDI Expansion- Site Plan Review for a 26,962 square foot building expansion for property zoned Industrial Office Park located at 8303 Audubon Road PC DATE: July 19, 2016 , A Y• o • CC DATE: July 25, 2016 CITY OF CHANHASSEN REVIEW DEADLINE: August 16, 2016 q s� CASE #: 2016-18 N II a S BY: RG, JM, TJ, ML, JS, SS PROPOSED MOTION: "The Chanhassen Planning Commission recommends approval of the site plan for the expansion of IDI Distribution Building, plans prepared by Houwman Architects, dated June 6, 2016, and Sambatek, dated July 1, 2016, subject to the conditions of the staff report and adopts the findings of fact and recommendation." SUMMARY OF REQUEST: Site Plan Review for a 26,962 square foot building expansion. LOCATION: 8303 Audubon Road 0, APPLICANT: Eden Trace Corp. Owner: Equitable Holding Co. LLC. 8156 Mallory Court 7667 Equitable Drive Chanhassen, MN 55317 Eden Prairie, MN 55344 (952) 361-0722 mark@edentrace.com PRESENT ZONING: Industrial Office Park (IOP) 2020 LAND USE PLAN: Office Industrial ,42: \\, ')\1 ACREAGE: 6.26 acres DENSITY: 0.34r \ tl F.A.R. ,o '. ',`` ,, LEVEL OF CITY DISCRETION IN DECISION- \s' MAKING: . 4 -I, z " -\. I i 1 • The city's discretion in approving or denying a site 0 `\ , r;,—plan is limited to whether or not the proposed project , _• �' j'," i , complies with Zoning Ordinance requirements. If it ; ,' A ' meets those 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 proposing a 26,952 square foot expansion to the existing building. Planning Commission IDI Expansion—Planning Case 2016-18 July 19, 2016 Page 2 of 16 APPLICABLE REGULATIONS Chapter 20,Article II, Division 6, Site Plan Review Chapter 20,Article VI,Wetland Protection Chapter 20,Article XXII, "IOP"Industrial Office Park District Chapter 20,Article XXIII,Division 7, Design Standards for Commercial, Industrial and Office- Institutional Developments BACKGROUND On April 14, 2008,the Chanhassen City Council approved the following: Subdivision(preliminary and final plat)creating one lot and one outlot and right-of-way for Audubon Road; Site Plan for IDI Distributors for a 71,500 square-foot,two-story, office-warehouse building to be built in two phases (55,200 square-foot initially with a future 16,272 square-foot expansion); and Wetland Alteration Permit for the grading and filling of wetlands on the site. On July 10, 1989, the Chanhassen City Council approved CUP #89-2 permitting a landscaping contractor's yard at 8301 Audubon Road. On July 25, 1988, the Chanhassen City Council approved a site plan for an office/warehouse building for Merit Heating and Cooling. The applicant subsequently withdrew the proposal prior to development on the site. The site was used as a single-family residence with a horse barn and horse pasture. SITE PLAN REVIEW Site Plan Review for a 26,962 square foot main level building expansion for property zoned Industrial Office Park(IOP) located • at 8303 Audubon Road. ,__-___,. ,- �'� `\ 1 Water and sewer service is available to the r • site from Audubon Road. Access to the site ,\ will be from Audubon Road for automobiles I; I • and Lake Drive West for semi-trailers. . Access will be via a shared private street 1.. > ;��•, (driveway). I 1 Planning Commission IDI Expansion—Planning Case 2016-18 July 19, 2016 Page 3 of 16 Wetland complexes are located in the northeast and east central portions of the property. These wetlands extend on to the property to the east. The site's high point at 962 is located in the northwest portion of the property slopes to the north toward the railroad with an elevation of 935, to the east wetland complexes with an elevation of approximately 940. There are clusters of trees around the northeastern wetland complex which shall be preserved. The applicant is proposing a 26,962 square foot building expansion and associated parking. In order to expand the facilities, Outlot A and Lot 1 will be combined into one lot.No Surface Water Management fees were extracted from Outlot A as no development was proposed at the time. Instead, the fees were deferred until such a time as this parcel developed. Given the proposed improvements, the remaining fees will be extracted at this time. The non-developable wetland area and associated buffer will not be included in the calculations. Staff has requested this area be calculated and supplied to the city. Total disturbance will exceed one acre. As such, a National Pollution Discharge Elimination Permit will be required and a Surface Water Pollution Prevention Plan must be developed and submitted to the city for review and approval. There is a wetland present on the property to the north but no impacts are associated with this project. Stormwater management will occur through a combination of an infiltration basin and use of the existing stormwater detention pond. ARCHITECTURAL COMPLIANCE The applicant is requesting site plan approval for a two-story office-warehouse building expansion. The first phase of development included a 45,200 square-foot first story with 13,627 square-foot second story for a total building area of 58,827 square feet. This phase of the development includes a 26,962 square-foot first story expansion of the building consisting of 8,555 square feet of office and 18,407 square feet of warehouse space on the first floor and 8,555 square feet of office on the second floor for a total expansion of 35,517 square feet. The expansion will continue the architectural style and materials of the existing building. L ADDITION F EXISTING BUILDING I II I millnli6raw :at .. .�. ..., i 111111117. 1 l t 7KrT�.-, -z-;-"J C� it i1B rl Y' _ Size Portion Placement The main entrance to the building is located on the west side of the building in the center of the first phase of the development. The entrance is covered by metal canopy. The entrance is Planning Commission IDI Expansion—Planning Case 2016-18 July 19, 2016 Page 4 of 16 further emphasized by cultured stone veneer, flanking columns, and a raised, arched parapet with a decretive, keystone voussoir at the center of the arch. The entrance is projected out five feet from the main area of the building, stepping back four feet in the area of the two-story window projections, which then steps back one foot to the main building. Since the offices are located on the second story of the building, the window treatments along the entire front of the building are also pushed up to the second level. An entrance for the expansion is located on the north side of the building and will mirror the main entrance with a smaller canopy. Material, Detail and Color The building material is Fabcon exposed aggregate panels. The recessed office walls consist of red rock panels with cultured stone veneer(Western ledge Stak Mustang with stone cap). The window towers consist of buff-colored, smooth-finished, exposed aggregate concrete panels. Window sills consist of Mojave-colored (tan)burnished block. The majority of the building, around the warehouse, consists of buff-colored uniform low ribbed, exposed aggregate, concrete panels with a smooth band around the building. The windows consist of Hartford green aluminum frames with clear glass. Green sprandral glass panels are located in the upper two panes of the end unit office windows. A Hartford green prefinished metal coping caps the raised parapet walls with medium bronze prefinished metal coping on the balance of the parapets. Architectural lighting is proposed in the window towers above each window and above the entrance canopy. Height and Roof Design Height is limited to four stories or 50 feet in the Industrial Office Park District. The building has a stepped parapet height with the recessed wall areas at a height of 31 feet, the stepped window areas at a height of 35 feet and the main entrance with a curved parapet at a height of 38 feet. Mechanical equipment on the roof shall be screened through the use of low-profile units and placement away from the edges of the roof. No wooden fences are permitted on the roof for equipment screening. Facade Transparency Over 50 percent of the office elevation that is viewed from Audubon Road includes windows and/or doors. All other areas shall include landscaping material and architectural detailing and articulation. Site Furnishing The developer is proposing a canopy over the entrance to the building. They incorporate an outdoor patio break area with picnic tables or benches for employee use on the north side of the building. The developer provided a sidewalk connection from the building to the trail on Audubon Road. Planning Commission IDI Expansion—Planning Case 2016-18 July 19, 2016 Page 5 of 16 Loading areas, refuse area, etc. Loading areas are located on the southeast corner of the building, which is screened from public view by the building. No specific refuse area is proposed. A note on the plan states that dumpsters will be set inside the building and wheeled through the drive-in overhead door. An area north of the retaining wall in the truck docking area could be utilized as dumpster location. Landscaping Minimum requirements for landscaping include 2,784 sq. ft. of landscaped area around the parking lot, 11 trees and 5 landscape islands or peninsulas for the parking lot. The applicant's proposed landscaping as compared to ordinance requirements for landscape area and parking lot trees is shown in the following table. Required I Proposed I Vehicular use landscape area 12,784 sq. ft. I >2,784 sq. ft. Trees/parking lot 11 overstory 13 overstory 5 islands or peninsulas 6 islands/peninsulas The applicant meets minimum requirements for landscaping. FINAL PLAT This proposal under review includes the construction of a building that would lie over the property line between Lot 1, Block 1 and Outlot A. A building cannot be constructed over an outlot, therefore, Outlot A must be platted as a lot and combined with Lot 1, Block 1 prior to recording the site plan agreement. EASEMENTS The applicant's surveyor shall show all easements of record on the existing based on a recent (within 90 days) title search of the parcel prior to recording the site plan agreement. Drainage and utility easements are in place site over the private water main, sanitary sewer and storm sewer utilities. Prior to recording the site plan agreement, the applicant must vacate the drainage and utility easement over the storm sewer they are removing. The proposal shows the building expansion within that drainage and utility easement. Planning Commission IDI Expansion—Planning Case 2016-18 July 19, 2016 Page 6 of 16 GRADING AND DRAINAGE The existing site consists of a building and surface parking lot on the southern part of the parcel. The existing impervious areas convey stormwater to a pond offsite. The northern and eastern part of the property convey water to a wetland located on the northeastern corner of the site. An existing, approximately 10-foot tall stockpile of earth is on the northern half of the site. The plan proposes this will be removed for the construction of the parking lot and infiltration basin. The proposed haul route will take the excess material down Audubon Road to Lyman Boulevard to TH 101. The material will be delivered to Herman's Landscape Supplies in Jordan Minnesota. The proposal of increasing the size of the parking lot and building increase the area of impervious pavement and stormwater runoff. The applicant has proposed an infiltration basin in the northwest corner of the parcel. This basin would receive water from part of the new parking and part of the existing parking on the east side of the building. The roof drain and part of the new parking lot would be directed to the existing offsite pond. The applicant has opted to show that this site has space for the required number of parking spaces,but not install them at this time(proof of parking). However,the proof of parking is located on the infiltration basin. Prior to recording the site plan agreement, the applicant shall submit a concept-level design for stormwater if the additional parking spaces were to be added at a future date. Prior to a notice to proceed, the grading plan shall be revised to show the existing and proposed elevation shots where the new curb line will tie-in to the existing curb. The Emergency OverFlow (EOF) locations and elevations shall be added to the grading and utility plan sheets. The applicant must submit a soils report to the City prior to recording the site plan agreement. Silt fence with steel posts shall be installed around the perimeter of the infiltration basin area prior to the start of grading. The applicant and its contractor shall protect the area from compaction and disturbance during construction. The basin shall be excavated after the site work is substantially complete and the slopes have been stabilized. After construction, the infiltration basin shall be tested by a third party for permeability to ensure that it is functioning per the stormwater modeling submitted by the applicant. The infiltration basin must pass the permeability testing prior to an issuance of a permanent certificate of occupancy. Planning Commission IDI Expansion—Planning Case 2016-18 July 19, 2016 Page 7 of 16 The applicant must submit a SWPPP and erosion control plan per City Code §19-145 for staff review prior to recording the site plan agreement. Prior to recording the site plan agreement, escrow shall be provided to the City for construction of erosion and sediment control measures and the infiltration basin. The applicant shall obtain permits from all appropriate regulatory agencies and comply with their conditions of approval. SITE GRADING: DRAINAGE Under existing conditions, all of lot 1 and a portion of Outlot A are directed to the pond located south and east of the site. The remainder of Outlot A drained to the northerly wetland. Under the proposed conditions, the building will still be directed to the existing pond, however, to meet abstraction requirements, the existing and proposed parking lot areas will be directed to a proposed infiltration basin before discharging into the northerly wetland. City code states that runoff rates must not be increased under the 2-year, 10-year or 100-year return frequency storm events. This is applied to all points leaving the site. The table below summarizes the rates from the existing pond and the northern drainage area pre and post expansion. Table 1.Runoff rate comparison pre and post expansion Return I TO NORTHERLY WETLAND FROM EXISTING POND Frequency Existing I Proposed Existing Proposed 2-YR 12.56 cfs 10.40 cfs 12.36 cfs 2.38 cfs 10-YR 15.37 cfs 12.01 cfs 5.89 cfs 4.87 cfs 100-YR 12.36 cfs 14.56 cfs 18.72 cfs 17.97 cfs Although there is a slight increase in rates under the 2 year return frequency event for the existing pond, the increase is negligible (0.02 cubic feet per second or approximately 1 pint per second) and is not likely to result in downstream issues. Code does allow some discretion in situations such as this. SITE GRADING: EROSION PREVENTION AND SEDIMENT CONTROL The proposed development will exceed one(1) acre of disturbance and will, therefore,be subject to the General Permit Authorization to Discharge Stormwater Associated with Construction Activity Under the National Pollution Discharge Elimination/State Disposal System (NPDES Construction Permit). The applicant shall prepare a Surface Water Pollution Prevention Plan (SWPPP) and submit to the city for approval prior to issuance of a building permit. No earth disturbing activities may occur until an approved SWPPP is developed. This SWPPP shall be a standalone document consistent with the NPDES Construction Permit and shall contain all Planning Commission IDI Expansion—Planning Case 2016-18 July 19, 2016 Page 8 of 16 required elements as listed in Parts III and IV of the permit. The city has a checklist which they will make available to the consulting engineer. The SWPPP should pay particular attention to the following items: 1. Protecting the proposed infiltration area from construction activity until the contributing watershed is stabilized. 2. Keeping rates into the infiltration basin below scour velocities. 3. The impaired status of Bluff Creek and following the guidelines and recommendations set forth in the Total Maximum Daily Load Implementation Plan. SITE CONSTRAINTS Wetland Protection The entire site was reviewed in 2008 and three basins ♦ N / were delineated. Wetland 1 was determined to be non- \ ♦� jurisdictional. Wetland 3 was placed into a drainage and ,�pp,♦ %' utility easement within Lot 1. Wetland 2 is located in the `�.l.,.x,�x ♦ F northern. Because the wetland delineation is more than . _ three years old,the applicant reflagged the boundary and staff reviewed the flag placement to assure that the proposed improvements would result in no net loss of wetland functions or values. Staff reviewed the wetland flags on July 7, 2016 and sh/' found them to accurately reflect the wetland limits. Based upon the field review and proposed improvements, Figure 1 Area of encroachment into setback. there is highly improbable that any wetland impacts, either direct or indirect, will result from the proposed. The wetland is a Manage 2 wetland per our Wetland Protection Plan. This means that under City Code it requires a twenty(20) foot buffer and a thirty(30)primary structure setback from the buffer. Secondary structures can encroach up to 50% of that primary structure setback. Even allowing for the secondary structure setback, two stalls will need to be removed from the proposed parking lot. A drainage and utility easement will need to be placed over the wetland and associated buffer with final plat. Monuments indicating the buffer boundary will need to be shown on the plan and placed concurrent with the erosion prevention and sediment control practices. Planning Commission IDI Expansion—Planning Case 2016-18 July 19, 2016 Page 9 of 16 Bluff Protection There are no bluffs on the property. Shoreland Management The property is not located within a shoreland overlay district. Floodplain Overlay This property does not lie with a floodplain. 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." These standards include abstraction of runoff and water quality treatment resulting in the removal of 90%total suspended solids (TSS) and 60%total phosphorous (TP). The applicant is proposing the construction an infiltration feature to treat runoff from an area equivalent to the newly created impervious surface. According to the summary, they have achieved one inch(1") of volume reduction from the new impervious surface. However,these are based off an assumed infiltration rate and they have not yet performed any soils exploration to determine the actual infiltration rate. In a conversation with the consulting engineer, they stated they would be providing that data. The applicant must achieve the 90%TSS and 60%TP removal using removal efficiencies recognized as industry standards or otherwise justifiable. The submittal did not include any water quality modeling. This will need to be provided and approved by city staff prior to issuance of a building permit. The plan submittal must also include a detail of the infiltration basin consistent with the Minnesota Stormwater Manual. This detail must include any soils corrections,basin protections and planting plans and schedules in addition to other necessary design elements. The infiltration basin must be placed within a drainage and utility easement. The applicant shall prepare an operations and maintenance manual specific to the infiltration feature including anticipated inspection schedule, routine maintenance and frequency of said maintenance. Planning Commission IDI Expansion—Planning Case 2016-18 July 19, 2016 Page 10 of 16 The plan indicates two outfalls into the infiltration basin. These shall be combined into one outfall. A sump manhole with a minimum depth of 4 feet shall be constructed at the last CBMH prior to discharging towards the infiltration basin. The pipe shall come out of the last structure into the infiltration basin no stepper than 1.0 percent. The outfall shall be short of the basin and shall flow through a grass channel to allow for energy dissipation and additional pretreatment. Storm Water Utility Connection Charges Section 4-30 of code sets out the fees associated with surface water management. The fees for Outlot A were deferred with the original subdivision. They will be collected with the site improvements. These fees are based on land use type and are intended to reflect the fact that more intense the development type, the greater the degradation of surface water. These fees can be credited up to 50%if the design has a reasonable expectation of achieving abstraction of the first 1.1 inches of runoff from all proposed hardcover on the site. The wetland and buffer and upland area put into the outlot will be removed from the assessed property. This area is 0.59 acres so the net assessable land area is 2.06 acres. They are indicating that 1.0 inches of runoff will be infiltrated. Barring any major changes in design assumptions, this warrants a 45% credit. Based upon the area and land use type, the Storm Water Utility Connection Charge is estimated to be$20,742/acre x 2.06 acres x 0.55 = $23,500.69 RETAINING WALL One retaining wall is proposed north of the new parking area. It is approximately 5.7 feet tall and 1800 feet long. The proposed construction material is modular block. If the finished height of the wall is over 6 feet high, the applicant is suggested to construct a fence or other barrier between the parking lot and the top of wall. PARKING LOT The parking lot plan shall be revised to meet the Chanhassen City Code requirements for driving aisles for 90°parking spaces or to use angled parking prior to a notice to proceed. The engineer shall show the truck turning movements in the loading area on the plan. The plan must follow all applicable State and Federal guidelines and accessibility for the parking lot and sidewalk construction. Planning Commission IDI Expansion—Planning Case 2016-18 July 19, 2016 Page 11 of 16 SANITARY SEWER& WATER MAIN The applicant proposes installation of 8" PVC water main. The City recommends use of C900 PVC material for watermain pipe due to soil conditions. The water main installed for this project shall be privately owned and maintained. Water main shall be installed per the most current version of the City of Chanhassen Standard Specifications and Detail Plates. Permits from the appropriate regulatory agencies will be required, including the MPCA and the Dept. of Health. Prior to a notice to proceed,the applicant's engineer shall verify whether there is a conflict at the storm sewer/water main crossing for the relocated hydrant on the east side of the building, and alter the plans if necessary to remediate the conflict. The building expansion will have water and sanitary service provided by the existing building. City and Metropolitan Council SAC and WAC charges will be collected with the expansion's building permit at the units determined by the Metropolitan Council and the rate effective at the date of permit. MISCELLANEOUS The building is required to have automatic fire extinguishing system. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. Soil evaluation (geo-technical)report required. Retaining walls over four high must be designed by a professional engineer and a permit must be obtained prior to construction. Detailed occupancy 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. Planning Commission IDI Expansion—Planning Case 2016-18 July 19, 2016 Page 12of16 COMPLIANCE TABLE IOP IDI Building Building Height 4 stories 2 story 50 feet 38 feet Building Setback N - 10' E - 10' N—323' E - 66' W - 30' S - 10' W - 115' S - 16' Wetland Setback: 20' buffer 20' buffer Building 30' to buffer 50' to buffer Parking 15' to buffer 15' to buffer Parking Stalls 164 134 plus 32 as proof of park (Office 5/1,000 with 26,125 sq. ft. of office equals 131 stalls. Warehouse 1/1,000 for first 10,000, then 1/2,000 thereafter with 57,023 sq. ft. of warehouse equals 33 stalls.) Parking Setback N - 0' E - 10' N - 23'E - 14' W - 30' S - 0' W - 30' S - 10' Hard Surface Coverage 70% 57% Lot Area 1 acre 6.27 acres RECOMMENDATION Staff recommends that the Planning Commission approve the proposed building expansion for the expansion of IDI Distribution Building,plans prepared by Houwman Architects, dated June 6, 2016, and Sambatek, dated July 1, 2016, subject to the following conditions: Building Official 1. The building is required to have automatic fire extinguishing system. 2. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. 3. Soil evaluation(geo-technical) report required. Planning Commission IDI Expansion—Planning Case 2016-18 July 19, 2016 Page 13 of 16 4. Retaining walls over four high must be designed by a professional engineer and a permit must be obtained prior to construction. 5. Detailed occupancy 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. Engineering 1. Outlot A must be platted as a lot and combined with Lot 1, Block 1 prior to recording the site plan agreement. 2. The applicant's surveyor shall show all easements of record on the existing based on a recent (within 90 days)title search of the parcel prior to recording the site plan agreement. 3. Prior to recording the site plan agreement,the applicant must vacate the drainage and utility easement over the storm sewer they are removing. 4. Prior to recording the site plan agreement,the applicant shall submit a concept-level design for stormwater that would meet the watershed district requirements if the additional parking spaces were to be added at a future date. 5. Prior to a notice to proceed,the grading plan shall be revised to show the existing and proposed elevation shots where the new curb line will tie-in to the existing curb. 6. The Emergency OverFlow(EOF) locations and elevations shall be added to the grading and utility plan sheets. 7. The applicant must submit a soils report to the city prior to recording the site plan agreement. 8. During construction,the infiltration basin area shall be protected from compaction and disturbance during construction. 9. The infiltration basin area shall not be excavated prior to substantial completion of the site work and stabilization of the slopes. 10. After construction,the infiltration basin shall be tested by a third party for permeability to ensure that it is functioning per the stormwater modeling submitted by the applicant. The infiltration basin must pass the permeability testing prior to an issuance of a permanent certificate of occupancy. 11. The applicant must submit a SWPPP and erosion control plan per City Code §19-145 for staff review prior to recording the site plan agreement. Planning Commission IDI Expansion—Planning Case 2016-18 July 19, 2016 Page 14 of 16 12. Prior to recording the site plan agreement, escrow shall be provided to the city for construction of erosion and sediment control measures and the infiltration basin. 13. The applicant shall obtain permits from all appropriate regulatory agencies and comply with their conditions of approval. 14. The parking lot plan shall be revised to meet the Chanhassen City Code requirements for driving aisles for 90°parking spaces or to use angled parking prior to a notice to proceed. 15. The plan must follow all applicable State and Federal guidelines and accessibility for the parking lot and sidewalk construction. 16. Water main to be installed for this project shall be privately owned and maintained during and after construction. 17. Private water main shall be installed per the most current version of the City of Chanhassen Standard Specifications and Detail Plates,which shall be included in the construction specification documents for this project prior to a notice to proceed. 18. Permits from the appropriate regulatory agencies will be required, including the MPCA and the Dept. of Health prior to a notice to proceed. 19. Prior to a notice to proceed,the applicant's engineer shall verify whether there is a conflict at the storm sewer/water main crossing for the relocated hydrant on the east side of the building, and alter the plans if necessary to remediate the conflict. 20. City and Metropolitan Council SAC and WAC charges will be collected with the building permit at the units determined by the Metropolitan Council and the rate effective at the date of permit. Natural Resources 1. All existing trees to the north and west of the parking lot expansion shall be protected by tree preservation fencing. Fencing shall be installed and approved by the city prior to any grading. Planning 1. The applicant shall enter into a site plan agreement and provide the necessary securities required by it. 2. Dumpsters, if placed outside, shall be properly screened. Water Resources 1. The applicant shall apply for and receive a General Permit Authorization to Discharge Stormwater Associated with Construction Activity Under the National Pollution Discharge Planning Commission IDI Expansion—Planning Case 2016-18 July 19, 2016 Page 15 of 16 Elimination/State Disposal System(NPDES Construction Permit)prior to the issuance of a building permit or any earth disturbing activities. 2. The applicant must demonstrate that they can achieve the 90%TSS and 60%TP removal using removal efficiencies recognized as industry standards or otherwise justifiable prior to issuance of a building permit. 3. The applicant must provide the water quality modeling, in both a summary and the actual electronic model used to the city for review and approval prior to issuance of the building permit. 4. The plan submittal must also include a detail of the infiltration basin consistent with the Minnesota Stormwater Manual prior to issuance of a building permit. This detail must include any soils corrections,basin protections and planting plans and schedules in addition to other necessary design elements. 5. The infiltration basin must be placed within a drainage and utility easement. 6. The applicant shall prepare an operations and maintenance manual specific to the infiltration feature including anticipated inspection schedule, routine maintenance and frequency of said maintenance and supply a copy to the city prior to issuance of a building permit. 7. The two outfalls into the infiltration basin shall be combined into one and a sump manhole with a minimum depth of 4 feet shall be constructed at the last CBMH prior to discharging towards the infiltration basin. 8. The pipe shall come out of the last structure into the infiltration basin no stepper than one percent (1.0%). The outfall shall be short of the basin and shall flow through a grass channel to allow for energy dissipation and additional pretreatment. 9. The applicant shall prepare a Surface Water Pollution Prevention Plan (SWPPP) and submit to the city for approval prior to issuance of a building permit. No earth disturbing activities may occur until an approved SWPPP is developed. This SWPPP shall be a standalone document consistent with the NPDES Construction Permit and shall contain all required elements as listed in Parts III and IV of the permit. 10. The plan must eliminate the two stalls that encroach into the secondary setback from the wetland buffer. 11. Monuments indicating the buffer boundary will need to be shown on the plan and placed concurrent with the erosion prevention and sediment control practices. 12. The applicant shall apply for and obtain permits from the appropriate regulatory agencies(e.g., Minnesota Pollution Control Agency,Minnesota Department of Natural Resources(for dewatering), Riley-Purgatory-Bluff Creek Watershed District) and comply with their conditions of approval. Planning Commission IDI Expansion—Planning Case 2016-18 July 19, 2016 Page 16 of 16 ATTACHMENTS 1. Findings of Fact and Recommendation. 2. Development Review Application. 3. Reduced Copy Audubon Corporate Center 2nd Addition 4. Reduced Copy(Architectural) Project Info Site Plan Prepared by Houwman Architects Sheets A1.0—A3.1 5. Reduced Copy Photometrics prepared by Electrical Production Services 6. Reduced Copy(Civil) IDI Distribution Building Expansion prepared by Sambatek Sheets C1.01 —L2.01 7. Memorandum from Scott Sobiech, BARR, to Bob Generous dated 7/6/16 8. Public Hearing Notice and Mailing List CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES,MINNESOTA FINDINGS OF FACT AND RECOMMENDATION IN RE: Application of Eden Trace Corporation and Equitable Holding Company LLC for Site Plan approval for a 26,962 square foot building expansion of an office-warehouse building. On July 19, 2016,the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Eden Trace Corporation and Equitable Holding Company LLC for site plan approval. The Planning Commission conducted a public hearing on the proposed development preceded by published and mailed notice. The Planning Commission heard testimony from all interested persons wishing to speak and now makes the following: FINDINGS OF FACT 1. The property is currently zoned Industrial Office Park, IOP. 2. The property is guided in the Land Use Plan for Office/Industrial. 3. The legal description of the property is: Lot 1, Block 1, Audubon Corporate Center Addition and Lot 1, Block 1, Audubon Corporate Center 2nd Addition. 4. Site Plan Review: a. Is consistent with the elements and objectives of the city's development guides, including the comprehensive plan, official road mapping, and other plans that may be adopted; Finding: The proposed development is with the elements and objectives of the city's development guides. b. Is consistent with site plan division; Finding: The proposed development is complies with the Site Plan review requirements of the Chanhassen City Code. c. Preserves the site in its natural state to the extent practicable by minimizing tree and soil removal and designing grade changes to be in keeping with the general appearance of the neighboring developed or developing or developing areas; Finding: The site has been significantly altered by previous uses on the parcel. The proposed development designs grade changes to be in keeping with the general appearance of the neighboring developed areas. 1 d. Creates a harmonious relationship of building and open space with natural site features and with existing and future buildings having a visual relationship to the development; Finding: The proposed development creates a harmonious relationship of building and open space with natural site features and with existing and future buildings having a visual relationship to the development. e. Creates a functional and harmonious design for structures and site features, with special attention to the following: 1) An internal sense of order for the buildings and use on the site and provision of a desirable environment for occupants, visitors and general community; 2) The amount and location of open space and landscaping; 3) Materials, textures, colors and details of construction as an expression of the design concept and the compatibility of the same with adjacent and neighboring structures and uses; and 4) Vehicular and pedestrian circulation, including walkways, interior drives and parking in terms of location and number of access points to the public streets,width of interior drives and access points, general interior circulation, separation of pedestrian and vehicular traffic and arrangement and amount of parking. Finding: The proposed development creates a functional and harmonious design for structures and site features, subject to compliance with the conditions of approval. e. Protects adjacent and neighboring properties through reasonable provision for surface water drainage, sound and sight buffers,preservation of views, light and air and those aspects of design not adequately covered by other regulations which may have substantial effects on neighboring land uses. Finding: The proposed development protects adjacent and neighboring properties through reasonable provision for surface water drainage, sound and sight buffers, preservation of views, light and air and traffic circulation. 5. The planning report#2016-18, dated July 19, 2016 prepared by Robert Generous, et al, is incorporated herein. 2 RECOMMENDATION The Planning Commission recommends that the City Council approve the Site Plan for IDI Distributor expansion subject to the recommended conditions of approval contained within the staff report. ADOPTED by the Chanhassen Planning Commission this 196 day of July 2016. CHANHASSEN PLANNING COMMISSION BY: Its Chairman 3 COMMUNITY DEVELOPMENT DEPARTMENT Planning Division—7700 Market Boulevard *1:- Mailing Address—P.O. Box 147, Chanhassen, MN 55317 CITY OF C}IANI1ASSE N Phone: (952)227-1300/Fax: (952)227-1110 APPLICATION. FOR DEVELOPMENT REVIEW d Submittal Date: •. /1 n I1(4 PC Date: 'II/al/AO CC Date: .q ( ' 1�) 60-Day Review Date: C�I hi a /fin 1 7::::____ _:�_.- .t u_.._ uLL...:-.-;.• is A. •lication Type(check all that apply .,... — ._ ..__ (Refer to the appropriate Application Checklist for required submittal information that must accompany this application) ❑ Comprehensive Plan Amendment $600 ❑ Subdivision (SUB) ❑ Minor MUSA line for failing on-site sewers $100 ❑ Create 3 lots or less $300 , ❑ Create over 3 lots $600 + $15 per lot ❑ Conditional Use Permit (CUP) ( lots) ❑ Single-Family Residence $325 ❑ Metes & Bounds (2,lots) $300 ❑ All Others $425 'le Consolidate Lets $150 El Use Permit(IUP) ❑ Lot Line Adjustment • $150 ❑ In conjunction with Single-Family Residence..$325 ❑ Final Plat $700 ❑ All Others (Includes $450 escrow for attorney costs)* $425 *Additional escrow may be required for other applications through the development contract. ❑ Rezoning (REZ) ❑ Planned Unit Development (PUD) $750 ® Vacation of Easements/Right-of-way (VAC) $300 ❑ Minor Amendment to existing PUD $100 (Additional recording fees may apply) ❑ All Others $500 ❑ Variance (VAR) $200 ❑ Sign Plan Review $150 ❑ Wetland Alteration Permit(WAP) ® Site Plan Review(SPR) • ❑ Single-Family Residence $150 ❑ Adrrlirfistrative $100 ❑ All Others $275 ® Commer:ciaf/industriai Districts* $500 , Plus $10 per 1,000 square feet of building area: ❑ Zoning Appeal $100 (A0//.1 thousand square feet) ❑ Zoning Ordinance Amendment(ZOA) $500 *Include number of existing employees: I *Include number of new employees: ❑ Residential Districts $500 NOTE: When multiple applications are processed concurrently, Plus $5 per dwelling unit ( units) the appropriate fee shall be charged for each application. 11 Notification Sign (City to install and remove) $200 ® Property Owners' List within 500' (City to generate after pre-application meeting) $3 per address (- /j addresses) ❑ Escrow for Recording Documents (check all that apply) $50 per document ❑ Conditional Use Permit ❑ Interim Use Permit 1111 Site Plan Agreement 1 R,Vacation ❑ Variance ❑ Wetland Alteration Permit Metes & Bounds Subdivision (3 docs.) ❑ Easements ( easements) . TOTAL FEE: Section 2: Re uire+ n orm.- n Description of Proposal: Property Address or Location: B303 Audub on RcI Parcel#: Legal Description: Total Acreage: 6. 21 Wetlands Present? ®Yes 0 No Present Zoning: Select One Requested Zoning: Select One Present Land Use Designation: Select One Requested Land Use Designation: Select One Existing Use of Property: 0 Fct c./ =nrptA"TA ilk 1-. 13tot tt.,O W6 O Check box is separate narrative is attached. 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: E EN '(RACE COR,P, Contact: MAR-1. UvJAE sTAD Address: Q 921 Phone: 6%Z.803- 4,T7o " City/State/Zip: CN• kASset-1, r'►/lN aS3 t' Cell: 612- 803' 6 c o Email: 1Mccv-k. a oleo+'fac.,e, co AA Fax: Signature: \JtA. • Date: PROPERTY OWNER: In signing this application, I, as property owner, have full legal capacity to, and hereby do, authorize the filing of this application. I understand that conditions of approval are binding and agree to be bound by those conditions, subject only to the right to object at the hearings or during the appeal periods. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. I certify that the information and exhibits submitted are true and correct. 1 Name: E%tiikcxbLe. t4alc(►!tq a. L.L•C. Contact: Toe klovbetea1'1.- Address: g303 Auotubon act. Phone: .162- 137-200o City/State/Zip://��Out" kas Se,n_ /v0,-) 653 1"7 . Cell: b(2.- 8t�t- 06/1Email: .�10/a()V O A► 'aft.% _ Fax: Signature: -/0:5Q,13+1 V (-3.6947..„) _ - Date: This application must be completed in full andttl a accompanied by all information and plans required by applicable City Ordinance provisions. Before ng this application, refer to the appropriate Application Checklist 1 and confer with the Planning Department to determine the specific ordinance and applicable procedural requirements and fees. A determination of completeness of the application shall be made within 15 business days of application submittal. A written notice of application deficiencies shall be mailed to the applicant within 15 business days of application. PROJECT ENGINEER(if applibable) Name: 50.M Joje k Contact: Ev tc- Address: 12-800 W 1%; e w ct er Dr. a64-e 300 , Phone: -i 3-.2 - 6 613 City/State/Zip: mAn a 4'o rt K.a. M w. 6-5343 Cell: Email: E Lu fih Q SQM bakek, Co N► Fax: Hill I111 1111 ll41 I I � � � �:i i�: :hi I :r'p�r tliiil i��I11 i M ��i�ilgil Lii �J• lll�Ijd�IJ�IlVllII illdIIuI,I111,1i1H1II , LI1111111111 Ili II11jiIIlIIi Who should receive copies of staff reports? *Other Contact Information: ❑� Property Owner Via: Q"Email ❑ Mailed Paper Copy Name: [Applicant Via: ['Email ❑ Mailed Paper Copy Address: [1 Engineer Via: Q'Email ❑ Mailed Paper Copy City/State/Zip: ❑ Other* Via: ❑ Email ❑ Mailed Paper Copy Email: . II INSTRUCTIONS TO APPLICANT: Complete all necessary form fields, then select'3AVE FORM to save a copy to your device. PRINT FORNii and deliver to city along with required documents and payment. "SUBMIT FORM to send a digital copy to the city for processing (required). SAVE FORM PRINT FORM SUBMIT FORM U-i KEE Wea 1°W5 .R' iZ / o Wa E t' i OO z u F o ifi 4:1 ��g9 d :nr 'i. E z 1 !� o 5 \ F,�, y s sW pow w \\ ::..;;. 1,, \\\�\ a –srl ' ?' i 4" �E5GE H — —�\ • °y: 'C- CCM 3.11.90.00S , ———— Z \ s \\ \ U \ \ o'doii Hofif}f;fY H \ O a obs 1 CL i. /ii Y RI i F CC I a r I 5 a9l 5 a U I' r 9 ke R al R a ... Z y]y d Y o y$o nB S CO E ^fid E %E € a _1 Y R R 15 g al t ag E at Ili II 4 a < i F 11. 8= $ B ! a g Ifr ;I I 4Y 2 4 xx Sr f gi, gg g € 8 g £ p r a x € E Eg '� § g 12. i E i gtt a g 5. i F s f 3 g & yg Ili! x 2 I B e ` c a �% 8 Q II Ia,[ig g gR 4 i i 6 1 5 € gay 5,,, a E W k i5 a ild € €o 1 i 8 % - 3 1 I p EA it t [zli g F _8 3 fi I € S E 3 3 a k G e F t i l C 5 E a G - ii 0 i s k d 3 S § Y 9 i 3 l 82 Ain ' o o I < e . .i. � � EWA $ 'LuflJ c 2 u< . 7 m W die "k' Q §;', gag gW - oa5 a�3 eN=CC 1 �iI 1' [,—L�` I ,,E ,=E§ R 9x sa ,g� � . 00 mgt .1 8 . z s a o _ , I 18 ,,.,.-•,,,a� 2W € W�a 4 gCK Q m g w 2 im ggme« Wa SPm m soul o 0 0 5a Z � — I \ — .. ° sw r qq s 3 ...' r mr::::,, I a CO - Y i ...1, 00 - 1_1 !;8112 lir_ v94.tsi�� q. 1 L ..... TS \ ''' ( iiip4. — . '' -,- i -11Wit.r.r - K. li 14 ca ' ' i 1 (..,ott,741) co )1111-707174---:i �J=11111hI11mioki-IIIli IIIIIdIvF•1III LI _ i F7 I I tiiiiilll-ni��l��,�1111111-r?=1111111111 it111111h,d1`IIIHHIII <, --- .� �i LIJ1111 L L111111W-U ,®wnnowxi®mc..owIcFTS m C L o0 a ; -j .r fA 9 " 'r 0) m S 3 g8 -- # o I s ,R a. . e s ao41 pi 8 I� §17 v ..§µ 1T 2 I :/z - 'i' .7„qmE 40 7 4 Q „�. S ,.,6 4R Ria I- J Sa ,1 dig 8 $ALO/ $ tfc +` - 1-i W6 i 5 2W:64; , (g� FC. N9 q Ag D AW .. _ W E I' b�2 `ss.q ggi , v �.� 6 4.55 E - 9 4 4 44 445 ..�_: € gi= g 1 2 .401 �' W 0 E a 0 B ti y e € lid 4' aN 05 . '$ k Z aa+� 1 a v« - c i v INP �E 4 �d 5 r .,; Q it. 9l Parke ' \l 4 . 0 - o Wa. a l a / y p w m� �� z 0 g ( !• * f . W 19a of $vcm opmm 3s a`<v mm .`w... -J Ni t '_ '' -a14: � aFo Iwai^ v_,1I : 4'z ZW pb,uognpny. _ �$ w��LL�� F `" U N C U H 3 z1,-or,1-,C, �a�< so 'Sm WW W. gm ROA 1 1 4-._._-4_ eWw_ �! 8gigIAS'lcbg, NNN G oCC = T Z U U PE. ,�nn ��b I a' N -.. a s5 _.,- V Z O ___. ! gg a b` m . co i =n i .!1; ,p, I I; R 'kg 111 ,f,1 :e 5 a-CNI R" Q I !; I U-IthL � g ee U ✓z023 5 .. 8M. `� Z 1g 't- &ix Rch7i- 11vR: ;m L_ - 89``= gl 6. g< g 8 n�.n.8 Z��v1 'm6 ' a - h.*Wa �W s W5 w 6 ;Lu g €ham X2miata 5$2man 6-05w am cin I' o o L'O 1— a. LU Cis✓ W z r W a. uUJrf- W \\,-.. o ( RI ET RI II,.. 1 • I 1,11 . ii • I 1.1 w w O 3 3 it H r . o • ff • . 0 Qof r 'i c_DW o' z .i sLL m OD. ,i M 1! NNOY..h X f 4` W S'e:i 4,'.. 7 gt,..f. JIIII C z° I "oilirViiEV17, io� �� IIIIII� N_il W Cr.`, ,;;v,. .2 e•Si.:c �"i :G+i 4 ..4, >.et �`Jb•�,:tl"Y' 4n>i•Nh}.'' u'..Keyvy rw • \ Q J , ,, � '.a. O NOIlIOOV ONIOlIfl8 T ONI011fl8 ONLLSIX] of j. L, r __.:.. .. irb 4D ff I o v o m Z Z r r o o s ag 3— 'e 4 2—Lr a n -0< 3.N O!IIIIbJJI1IL1i1 le wIot-n a o cs.> •E________... - ,.,._ rn"I I- (0 C3 v— CD ¢� v a b z U1 uW z E r III O Q = m g. ii o o o V x p li 1 Y. ;' a O o o ' U .. b. ? Y. 3 1 •:1Y.'". s ,�..,...: ,r,` IIII - �h\ �• _///�� /7�� V ., ink!IIII I l •1 / 't ti — Et c -n z P Nit10 II.. il t ,® J a !! i z 11 „, iiIOil p o ry0 1I. I ? .0-.31 " A-.91 " A-.11 " .0-A1 " A-.11 ' .0-.0I " .0-,01 " .0-.91 ".0-.0 ' z t. i'. >. - A. sz 91 I I I I I l l I I I I I 111 1 1 1 .I b6 n I a v n 1 Yi F " � ZZ N ' 8. 4 i aU gg aze 6 g�p� b a yg ~ L�LV��s�1 �31nf KU t��' 1 � CS$ o.n 1�� $ < m g. m 7 i xm0J �I—wsieri s_3 .¢ a"$ -�3 Iv rn Ls----e 0084'd of 1W : yO z=cA z Q O b- m ag..s 3aff US�+ m W a 8 I- d WILL CO cz Q --- =W CV 3>' ! .0 o' ' a) 10 U r T (.y Z Q J Q. O 0 J LL Z 0 H 5 a Q O O5 J- LI '' C S LI 6 O• e & o ti I 8 a 3 3 Y ,- T O O b Z N •40I �• N Mil } n 'i' qT 5 � $ �I $ II� U I F— b InI b T b LI) ' g 4 4 Z Y b Ii -A .D) v 6 o L.q, . „ 11 ; \Y!1- 0 NI Oil I ©. . . — — I I b I — / {I I /��— +,^f •• O .0-... (w) NE. I o N I e 7.i. p Z 0 �" iF- i:�,� hi &¢ i3S �, 9>K vi rl.1� i �,gB$ b € `o i z m x¢Q =U °"68 f g II samom ` 1 as � w a< 1 Jai a ngn � i 1 z 5 I a Q 5 o Cm : .NIn€g ap W�a �. W 111;11i!'0;11!3''la1,AVIA. rl: I a - /111 ,fes@ t 11 (111. �;Iv� m ,1..-0 .il. 11. �'l 0_ S 111 1 I r1 iii' lila..,I. ,il y 1r•14' t ��14 I a QC) CI in lHni�111w !11�1i1:�1rvi(', Jr LU N -- • co N :. - I HHI 0• SW g CL II l -1J � Z 7 7I1'1'1'Idi 'LW = W b PillMr .- 1 16A i1. •1• il' 0F HfI-IHD °N If H 11r IMI 'I11,1,eI1j11 11it, a a 11, Il II I i'4- X44 iJ ,•,t 1.1:!1A:1?I, J'I 4 1 V. N,1m40. :'' mil. if 111 lailnil ,,, ,i fy t q 1 J'DI MilI ignthi 15Fii vP.?i It rip 1SM1119� trrI '; imm II1Z 1 w y 1 ' ��9g stile! l'.;'!'11, .ri.$ `gyp.f'6,!.,,1111V syn 711 ' jrCI J IP [IS 1 P#TJ.1 O 168111•61laa - -° wpmo It 1 I b m s ti u1 I' ll�, a - g i 4r {I�Is a 4ii 1"' _ ® 71 1 Tx Ir; m IIt,PY b , g 5 C d b fi 444,ea. 3 3 = zs ag 3 rj { 1� til.': H -1FIIF1H1- - II ,k- - ' •in€ 3 ® 8 ° E i #SS 't °D1J S r2a ' l u w m a 84 a t3 54. I � w 3 3 3 < i g S g 'g 3 A X11 11.1 W -•14-';--- i n -0I 3 �1j1 ¢gg111. 0i n lja .° O i MILT-6" w; ggi �� )� 1 � w saa " !gait I •. • .1 2 ' ' 8 1 . 3it411 '' i _ 11191gll.la •, Hifi A 91, i �� „_,,,:.:„:„,...s.,...,..,,,,,..„,,,,,,,... .:. ® «� 0000000000000 vim 4 K o o •wwU § 51 S , -ZN � o �iy A a Q .b8 03� N i hIIk[fli: dh zz.n LLI LLl W u _ a r — ��\ ] rIiiiiII u l�IlI�IIi�!11�1di 111 i'�N 111�'Yfll�7 ■ it 1111 tl pl�u tl .�i'r....�_� ■-....i_ ■ .ISI II Itll II •8��1. �Bi�III. ;IISI •�I1, — �-% KLIMI CAI ▪ 111'11111i°1I ' � .iG WiallI � II 'E� 1 1,.!�• - „,I IIS° '� Q IIpIIJlII III Ixr1\1_31 n' IT deg ,�JI 7. ® id ii • Fo I P b ! 1 fr t. . I1!Sn. 1y II I 1 1 1 i 0 CI V , HI u 1 � , r 1 1 o I I 1 I =T 0. , „ — i 1 o a r �� I 0 0 1 ' 1 i 1c> 1 II a . iii 1 W : IL m y W . T G 1 g5 . Z r 1 a11 . 50k5 , z _� a gsil ; , / g < % r � 1 .D Q o z bs € $ e ms a a 13 § g C $ 0 ' > - --i-{ Q 1 � w 3 a g g S : y y $ P 4 :� I w� i W Y; I / O ! : tl � E � • -J 11 11 ► � ¢ } 1- xy g . z 13. 11 = pili I'• E vs 1-1 \ " caboscumboaBOCemoma -A U I V r "t' ; LI£SS NW 'uassegue43 rra uognpntf £0£8 0 o v S -oollia; s21oin nilsIa IUI 5 M.'721 N I 61 k V A I :i' .': PI C: io F. U13 I 1 In UO Q U lli, ��o ,_ 4 , To Alr, '.it 0 el, • ,•‘ , i 0tit \, IOU i ri �\--' . 11A:\ s nab fps ,he, . : I PI 3 �d $3 �4iP LLa. L A ,g S E I/IN CO �D CD Ca a pi IA _ LEI a �' 1 �, w W W Ix1� W 3 �51.1.11rrW <o• <o• <❑ 0 ® l❑ 1 U T U '' ' ti) \ von,, tO ----_ 4 co .i,„ , : , _ , ,_ _. , _..... L ,. __ • �.`�; _ ■.ii...il.i 1 J I I I I I I.U I I I I I I I - ® U 1 111 111.1111 1 41jI[1.I i u1 ISI iiilI 0.1 I1 I I i ® n . .a z z #I pp ° C Ln m i E W O O W 'ill (P 6& ,- d H •y o i QQ s, jl7O N o " ae 111 f, -u i ,- cc ee CO Z V1 Q •a, ;'s 3 t.s.,. _,, r2 pM: i I— 0 o Z i, � Q w . 's. E°=i .Nm ..w y a u' �„ 'p^ N o. Q Z _} $ a 5 E y f '>o aim v .21,'. w D O X = v .';,\ l 7.a3 uo r— o 'i10,-� v W U $ d _ 0 m W _, U 2 u fax's "�+ Al axa€ oe: HH U ` b•. W iil CD L1 CO v-- CD CO e(v ',,i LU r of 0 . da `'w zr W Z g w o j z C Fw U N C6 W 4-1 03 /N O t -- _ Z U w CL ^^11 = v a O Cn W QJ z o N N N E-- 5 4—+ QJ 07:3 7:3co •— w C ..,.,, it •- 0_ L ti ) 8 kiiq z'2Iea r—-- o sg.la wfWIo fZ o r Z5. ti h'; o �o o - s � z Fye 0d 9 f8 „8� .a mi mF °9W"o =aiMm -12-mo II � � { 1 il III! o z . z Z I i' ! ') 2 mCC sW1 O W of Z v c§. 1.o'. - as cozo `^ 9.,z; ° i !IP mg "� ° r1 o z �, = 1= ° O « I- t s o z c z 1' u i,lit C ^1I m g" �Z Q Z z° • _ mm N y u.IQ 2 N I- ,Z " Q z a t tv vi E t i 'a A W R z v ,a, � X p = d? � =;z` 7 ax W� LXX s 2 t -s...) U W U IS Oe: °— E Ci W 11 U 2i V Ili;t. Iszi_.E agli az° OW U U a II• I :s•• + r -.' 4 i , '''''',117:::..9f—' ,Vn — i: -' ' :—: :—i �ti.,. Tp �e .` "-V:,' Ie -,� I °.e'ra-al .1.0-1 , ,, I '47.4 —w—w w—w c �wr - J �_- - . _ w-- �. _ _ -l \��'fy'---- / J .-� - _,w_a Y,. 11 p 1 Mit 4- ° 111111 ''''ri / /;/ e' L.. / cis I 1 _ --a,--------- il I�IIIII C�/ i / f s iy 1 a f II g 8 ,1 l al ova I I 1.�A/ 6 1 m` "P"' I I :4 i +I. z r / 1, !o I 1 '_ x 4111111; ` .,\ i/ J"�,§ 8 4 1jI,1 _/\.\/ /,, / Y1, Ili . it--- § i \I\ `/♦• i x 1!3 hid o I ,wl01 11 31 3 I j ,� \:,,c-'"--------- , \\\) I `\I s, I o°' / 111 A• 1 \m• �q\\ \ 1 `: g' L` i=D \ H I \\ia, '', ,i� _JJ 1 -. :ee, veY,4,e. ,2Y,2,,I,I' p s I/ gg % '\\\ \\\ ' \\ / -1 ' 'et 0°• Iby l\ • --gam \$ I � \� I¢ �,_ '\\ \)' / //r4%. I a oz." .1—I I i,,, z\� it -m y („ • 9 �, � I I` '(/1—I v 1 1 — > 1 b //� 1 a' E r(g-- ,, 1 I ¢ i 1 s', /I „1 , /•$ I'I I i 1 ' /I/ I i•I l 0.)=1'3, ilii I- lyq pa„e3; § ♦3 1olgl ' .ou,- vats,' h (�,_ \ \\\-\\\ \ *' ,','.=-- : ----- /\I` 1' ia= 1' \' \ 11 ``♦ \\ 1 '\kik,\ . - \\<\ l� \`_�-,•�\�- -°'/\I j1 s \ 1 \I\ / \---' /i \ ,,,,,...,...T.,,:—....\_, m„ \ \ 1 ? II 0, # 4// / - \..\ •` / ) a\ \\\\\\\\\ 9• I i, \ 1. I I II I III ,,i// .....\rte /. ,+°' / / / -- v\,;\J\\\\ far. \ \\I t: 1 W \,(// fid'•,v1 » F. yV • A I I ..; c� ,,, s''•\ c \\I.I )I -- \ \ \ �\ \r��, \ 1`11 iIJ' 3 33s>>> 3e ,.� 1\ /- - • 'm' / / ;/ / \\� \ \�, \ I I III 11 I \ ,4,ss3as� "''.`e /� •�' ��w ,A '�' i iii �ovil II IIIIIIIIII IE . ,' ;• •l / r \( '\ ,\ \\ \\\. i/ill// ''.4.;-',..41' I z e ',,A!,. 7.7.i' =s \\ _ '�• . ,,, \\ \\' \ -� / /1..-..illli'l It w �E .oa .00 3=0` 8 3$ •`"'�') !�� r. / ;/ / m \, ✓,i:, i 1. 10 111111 3.1111 E 'sec !8 k 3i�'3 I! II'r1 \ .'�s• 1 \`\ R'. \ \\A. �... �-%//�^"'///l 1,11 �)e• • o �e�.®seep#r�.na®.a® lliil \----., -a `.\-'� /•11 /� 111„ 1 //- /i� \\ igi lam\ \ :. /`•- \ \ 1 '/%// \` a \ \ \ \ C L •1.�� Iai 1 , N - ,.-"-•,..* ,.'._\=\17_-22.\ ..•c _4 .."- -.,,, I a T \,--- '•r'7:-. `-..NI ,....,,,,,,,,,4005-- --.,•:„-..--- / ,• E - s ! _- 'u:: I O Syy \ % 'i /I® � e\` �� ;", - -- 3, / \ � j /ga _ 7 d z^- _ B z / //i/ A�� /I 011 A II " II 2 II - II - II �� { V a 6 0 r., Ili le h I Lu 2 i c) Lu 177. z ul li r'4' EP, -ii 2.1 z o .5 c, tt air:- ("•J . § •-• Z CI- ''', t, R. a .0 z w , _., a 4-:, ,. 0 4; 2 I 3 8 22 'xi .4.3 12-22 Z"25 c. 3i4 a; i 0, F.ill;g ,, '.P E 213 I-0 ... • t .. `4 E) C u4 IX 5 t,)! '--. - VI - °- (?) --' Z VI4iVj •M E 11! , ) -1- . 1 .2 0 0 .:.-2 g i 2 2 p - Dx 0 = 2 0. _ ocou..1 ...I U d OM 11111 ,.7,AL...., 1, .,„.,..,1 „„ ,., , _. 8.v..,,,. .:,,, ,i 11 \ 7' 2-4- - 'fIli 222, 28244 22 2124 41143 .5 1411 5=144 24 242 22244 424 22 2, 0,, g 2 2 55i L I! l_flP o 1 .P5! thle6. Oil, IlTiq bo 1,202 i g 2 I lei( ' I \ 1 .L mo 201q2 Ivi OW ire,B. oglp -9w, 1 . .1 ,=.g.! gg g2 0 Lo"; g -- /,-, 8D-ss ,olgq 8 og,R1 g is,tg 52sH! gig„1-3§ 2 1 2 ggs :1 .i,: 120! 0g0g5 Ev slih, ,0,14 iiim ., !ig . g232 44423,42 ;14 3f122 812238 1°0E2 412122 g' 2'4 404 ' = 454 § 43°,2 221-3 ...24242,2 I El! 12441 la 13421 f311111 382p1 DEE22 E E EH 4,4 2`2'.27.2..2 22.2 ig -.26gB5 121z-g! glg siVs WIng 421242 222812 8,4 ? q. 18,6,2if , 2.2 42 3 t2 5§5s 25,..r , :2, _ , i4 -31352 312125. sig 0.2- 2 2 5 iTMTTIIIII ! i - ' Y "2 P laFq 4 0 82 21=41 124522 832: p2,!: ,,A. ;,0; ,1.1vq, 2,., i, 9;! , n,8 14:111IIIII i i i ! 1 1 & z =, g/,€.5, ,.2.3 ,. 303 802. 221...2. 3,2,f2,- 2:22.2 2,3 3 .2 1221 ,222 03 i' i z L° '.'=i$ 'e24.3443 14' 80-1f92 g2g6 0 '1,,g892,S 'i gt'' ; i6gg § g gl, ,S' 23 131444124212 212 2042 222g 24, h428,32 142222 22 2 22 g2gE 9g gRg 0; 5 ; ,", ?2 .:32F ? ! FE ! ?3 ,4 -' ii ail 451244 321 5220 i•3.5.2 ;! 42-'2,4g5! :23.-25; 2i a 54 32,22 22 ,3s2 ;,fl -`., Sc .;' fl: 2 2 23'22 2 Mili 232204 3 all. nil 22 1221124 25212. 32 22 22, 25i2 32 Pa '1111 5:i g 05 niii § irnrig 121 ;IIM fliiin hi ii5n 5i#8 .P, x5i88ig 5155#1 §? 5# i# 515 62 g3i 11. 0 iii*Ii1.1.40•d '' " ' ' ' ' ' ' ' ". ' II - „ „, ' ' . 2 2 :: 2 3 2 I' )\ f... , 1 l 1 \\ ,C. •-: \ , -0,- A i), '// \ ,N , lawn a ts,•am %'1"7 ' , 1 A\ ......... el;.... _ _ _ ..../nh. '. // \ 1,\\ \ , ...MM. CV\ / '..----....-' •-' .- -- ' z? / // ;'',-1.c.-----_-.71=Z/- LO , / ,...._., 77,„.,14..;_.4:1-7-,.\11..-•-..,/ :, / T 5 -,-gf:::-.......,:::".----".,,,ttscr------ „ ' 1--1177.4-`,..\ ''...,\,, ---.,_A 4.1.,,,, ,,,.-• ,,,, "---- \ ...,..--r.--,----z..---------01P- __.zf-,--I-gn--+ ‹-s;-,, ..4345, /4:0/ •"'....c.--'`j- - . '\ og., ,,, ---,',47-___=_;4--_-... ---- ''------4 'r • -7'r -'...X,;.' \N., 1 \ ,.• ,/I.,/%.....,g,,v,_ ge„Si .- .;.------'''Z.// i---'--*-'''V. _ _ E5_55:-_ ___-' • ------....\ , ikt,i, ---, \ . -. .. .:.-- I ..,----, , i 7,1 ‘2, ., ' ,. I .2 •-,--h ''-'s \ f PS '"'' '• -. .s. emmori... // ,/' \I', ' ' qz , r - .,, \ v ,_, \,..•-_-- t / , 0 .7 i , , ' 1 \ . i pi 1., , 1 i - -_ / LOT 13 i : (1.- I,: • I / 2 0 ,Il '' ot/ .--1- i \ %---.. . ,,,„Avi, ,-,4;74. ..., , BLOCK 1 \\ -7; ' , '..'"-- %., -- 1, • 1\.1111111/ / l f!-I,' LI \ •!.,1 i:i '''''' ,/, , • . •:. - 1 •' iligi, 1 . !' ' . '' iwainrig .--1/4 - - ) go itl• 1.. i X:1 i n, 0351110 WM. .1 ) .. 1 ligi Iii m 2 2,222,.2.22 \ / / meamp.../ ii-, / i lett 41.Ai 11/1/19 i. I DNIFig .4susr IIII li i --, :r„ / ,‘_frii,i , \ *..//I / ,/1141 , , I -N,k 1 d.lij ), 25,420-010 MI AMMON PO , / 7 2 5 -;_: .., 7/ i I V;4;)11 ' / I N* ; -**...5 ..........cp. ''', . •.••••. / ( 4 47- --.J 4 '' /.'5. 2%5. /q I / / ' 1 NA , •••••• \ i e -•, , , ,,.. ..,.• ......,....--„,.,......,;.-„,„/, , \c.\-„, ./\ ( ) (#i 4 ---;--%// / ///ii/, ) It. T:, •A••-- ,•, - .%-,- wk \ .../ .t, ., .- )7,, --,-,.... --.:-.--,-- , 1 , 1, -. , • \.....-:-..-- „---_-_,-„,,,,.-,;----„,-,--,--;:=..----- oi ,l," \ ;r2P, \ ,.../ •••c' i KOLC.P. / oe'..;' '/,, ;,, ,1'4:•.-',25-C1.10-010 II i 1 1 1 II ' , ,th . 2 ___,_-_- / .,!..,..••••'' ...,....7,) ,,;, ,r, , ,,,,,:,•,_kuroarociatt7.4 I 1 1 1 1 1 ‘ 1 '''''=' 0: 0,„ i 7 ...,,-, . ....,,,,,......"' ...ii.",;%„..7> -;*--,7, . [- , ' % • , './. - ....*".. /:.---"" , r'',-, ',.:,...7'A" t-\\is \ ) /HIM j .k‘g ) ( / ,./// I , , ..\,,,,, \f 1 f ;, „ ,,/ ,-4,.....i-...„-7,.......„---,, .7 „ .;„ ,,/////,,/, 1 ;.•1/4m,„,, ,,,,r_.,,_,......c.,,,,.., . . ,,) -',- -/ ," i i( I 1 ,. v -105- I ..:. \ \,,\\. ,., ,.A .,, _ ..0,,,, //. ,.---„. „.„.., , P! ,.., / , , / ; , ‘ ,,k,.4,-.4,.. _'---\ .A.i....\ \ •\ ' )44'i) ' 'f/ ...j / '\ tgl /0 /y //'/ i ) \ \" '- /). ...ST\'1 )i ill\ i 8EE, , A' i / i I b 4 '5,:, VI. 1:1 6 gf.. :\„ -.• I° ....,::„\ \\\\V• )"*.„ /.71-,) 1\\1,„:.\,.. ..,:,,,,,...... k \ i . ' ......"tri 1 -,, \ 1 g_ ,APR- - ,' . ' •• \ f • ` ) 2,1 -1,21 klit- 1 -•' It"'"'1, 1 ' -.• -• •••• • -r- \ c..• \ \\v<ki‘t:k, ••. , •,•.•--- -....Z,..•::::::..----...-•••• --_,...,e. r.......--• ''' ..... \ \ ---..,i 1 1- T., -- --,- -1 I ..-------c:D1122,--- \ ...)\ .\\ \\s•yr -•-,L-c.,---4 -1'... ,,--- -,„;..-__-1---_-- ..,,,, ..........; •••••......-....-7.,-... zec •v•-..1•1-..104tu __...,,--.„. . --, , ,_ --N\ \ ., \O\ ''‘iN 4"1------12$1_ 1' ---'*1 '-- ---- -- ----. • IMM/WAriEvAnairralmi-r oi , ,, \ -',/ ftLkW.,/,;p:&,;-------,---,_- __ ,,,--- , . - . - ,____4 -• ,,„ ,,,,...:„Ll.___:!. ,..,,,= \ __._. . , _. -- -resKii- '-'-----.---* ' . , , ;, . . " " (..”94 , . . - . „, \ -, AUDUBON ROAD :,,,-,, ',!iii ' \ \ 5/-' il...,q'0 -- ---- --\ \ - ".11 \ -NH \ \ -3 \ \ in i,. \ \ , ii :i . \ \ \ . , , . • Flit!! w0 Z z gF £�iiJ d eta Zod m lJ I- O Z VI 5 �S `s d N9 ccu c Q Q 0 O ° n ° € a's@, rem= _' dg o M. a Y 2oZ o Z .u_21il 4131 "3 1 o� 1-a z o w O: � .v H d io Q `S4 � �} 5 Ell, •N; 0. ww v CO v e ) v w u R$ a — 0 to wz ° V c u-g" ' Mil am Lug .._ v U a a 39 °4` 3$"J r g 3 �= 1 c' d S oe1''Jiz o \•Yr 2 _ �` s d 3i - 3 48gy 6 h y i cE ° it Q 3 f.'1 ' - b e is i3 3 g gl'gtil I • o a ° 9 9''33.0 5 7 E , Ir „ ii ,' g=SWF=a " c a ; LZ' _• •- Si e al e W t " ° : 9='dois I 1 = e 3• gi,ig $ = ' a8 � i ; �1. 1glws5iI ; II $'?1a-4gs1'gc I1 i//' /7. /i, i ../ • /j , s — -I i , -;. I f,i,,) I• / I o /j s :;\' '-_._ x � ) ' of 0 oP$ li /( ' ? % 'i �� \ Ito ` -/` ' 1 .f4.4. a II \�Tr1 i 1 1 I II II o f \AI /_'1 igg i i/ g 2igig __. -- - ,e_ - g'--"W" 7.• # ;iiil di 111110 ! 101i41 ! ;1411 ft i 33113 3 I'isai 5l 5 y F• vim,. T.r - Iv!!jE ii 1.1• P I 6 i 13 gl 0 r- UF- ! f ,I 4E, z C3- L'4,4 I •cl j L(1j Co •'''''T' 0 i - z v, I- el 0 (4 - -. < co Z v) i 11 .2 z 4ga ilE i 1 &a N c 11! i N 41 134 0 WI i A is y.g. ..7...g. it, t'a.A c... uns ill's, ii2 co A 0 4--!PIA 21 E.81111 • iR ii Elif 31 611.11ANLii a Di clq z 0_ P.Z I- ...0 w< 2= :,7" 5 • Z' CD 2 t .°4 g alg 0 ligll il DI ii N 1;51b241 11 !!! Pi I 1 :11 11 id i .1 al 1 1;ii 404 Nyi i 1 ! i P !Of IM 1 Afill AA Affig 2: 1:[f 22 g sigi25.22.1 I A! AllIll Igi A As. .i. iill 12.1202, 112,A. g i' is i -..i. hIg 5;21 gi=i1 il I:i2 A2 AI! lisfigili ! ig i 1,2' i; 1 :21 1$2 .12 A 1 Ali ! Ifig 25212g1; 22IW 2.. '. P : li glib OP 2 'S'Sigi tg 5'14 d5 § l'Is ii 44 iiR0§2;5 2 2i ZY1 FA a! i 2!! ill !I ! g 54 A 2; I Willi! p Yai 11 i! g g H 1-Aa .00 I gggEl 4 Y.1:4N ig i ..1.;!5 li 1" :igliPi2 i li iii gn ig 1-: ill PI !!, g 1 til ! iiig YilIN 411'5 I 122i; 15 ilLs ve. g -'.2 il "0 iiliTil = ii i'' el Ig l gli VII lig : 1 Ill f gel I501;.h liiill il al ga ; 1 al 10 igi! k P.III is flps ly i liii 1.! 11 igigiiii i ;1 gi 11: ii i :i !ii iii i ; ga 1 gv5 iiiipt: iii111 I; 1, !I .t ! i: 41! mi a 84 g so .. _, 5,, 1 lin 1! Pt ifl'ilill 1 il di Pi l'5 1 h: Hi ifl 1 111 I! iill IWO!! qpil i! f! II 1 1 11 liq di! !hi! iii oi lq . 5. qii gl gt ,,iir ilg "2 A; I5f el 11 A i5i 510 hi 1 i i$1 A:i gill glgidi2 10111 gl '1 A; Is !, 2- ii11 im gl4.11)0L 00;12g il i! 11 11 i 0! 411 1222 .2 Iggig 711 2g221 Pg 2 P .3i, gi 20 1;222214 gl. gg 8,.g .15 -I I 164 gg! Ill V t i i i2/1j i. liVON5l',. 1!12// ri 2i ai ',,:. 5 ii ll I lag! 2k Ph! !gi, ?IN; ;Ell 2 i : gii4 li V35 IIN,N512/ 2* i: ION lgi b 2 x.',.i ,Ig ig2 ,f., i ii a Is„, sgigg As Als$0 12 IS AI gi g PP IP: 1; aili Ilt !II!' 221 2 . 1 .921 ss lif feilllig 11 ii IPA 2:4 2.1 ! Afg $12- Iig 22 I ' 2 dR 22 ' 22i0; IE Vides 12 ,2 fa 5 gi iglg 4g1. II 11 1! gg 2 5 41 NOV != 4:441 igi Oh; .41 I s I 41 51 01 *5419 h ,ia nw 13i gg 1 ,g, gli_r gi, 18 ! IL 51 ;gig 2.1i.221i gigill 18 3g ,8 ig A g2 !id ;fp .,, f 11 OA !if illii ;!! 1 1 i 011j 12 ill i2211;IA! ii gil 110 HI g 11 ill ;Iii qf if I Id li Ohl ipai2!;1 1 .g;.! ix If ia 4 i il ;Ili ggl Ill 2 ' 5 Ng li 1111 11113;i11 11 :12 04 1g; il g4 i'l ,t4gi ig! I 1 !II 1! li;N li!!51!!! 1411 li !I al ;'! 8 ;i !IV ith 2 i fq iiig s21 1 PAA Ai; 1 i 1 Al.1 21 Allg ggllig221 iA -4] WI A25 11 li If. H.' 212 /I 2. f2f $1 $111%2 1giii101 !Iffli if if 11 12:1 igli o 2 !.I 1141.0 ill lig!H ei , / 1 all 2/ pli 20.2412 2g Ig: piRg gli„ .g g .gq- t11! 111 4 1 !:.;' ;.5 i.,ii 5.1.5;51p 101.5-1 oil ;AO ,-,1 1 h Pgeli ;i3 ;Uhl :a i t t NI 1. tIO i'iY8gtil 4.! d' PI; !.1P 11 1 "L 1°4 '. 5 lial gi ;2112 ig5111 ,2 gAW, ggi ii X: .' 13 ii!, :101 ° 2 AI vAlill All i2i1A1 Ail i HAW g 8 IA ig gigl giglail ' '' ' ' : ' - - - - " " ' g1512 .2:205554 r445,,- : 5 V n ,I 'o ____ _ ____ „.,..-- , YJIII 4 ' ' ,o g 'g' ..• „...-"' .11 . ---":„--- 1 • , , ,... , , , ,; • „ If g g .,2 . ,-: :,,,...F1 ..,-• ,.. , ,- 2 g:l- g - -! .,2q z g 2 lg g g i i 3; ill'i! ..4......,,' :, 2,72....- , .., , : . _ -R 15 = 4 3 0,,Wr ,' il 1 ! I I 19 g.1 1! +0 .......---, -...././. : .,..,,2 • , •- ,-----.. 88 g,. 22 ; g g 5 ' $ s 2;2 lio1 1 tRi 2=2 gaRl?' t 1 3 0 - ..• ,...‹.......:2 ..---5 ...' -7' .-4- . 1 Eli iiii ! 01 0411 -8 g a-, !;: i ; 1 i W il'i8t il ! 1 1 1 :ill REigi i!aggiggg igg , • ' 1'7 24 , ' r5/ )/ ' , 4 3g gi . 23 . 2 g El5 502RN i! SR, g 2i ! ! i ,3 /NI 05ggig s 5 / 2A t‘Pa - \ 1 \- 5S '. .5 5 ; V :.\\ i •3 i 2•1.1 flg 82% .2...s f.,- . 3 g ...---7', \1.I - t , 1 ' '' ''' ',, ;i '?)- .•----- '" 1 P: lli 10.1 012 R84. , 1 -6' 'in i'IP 4311 1 ; \ . /. , -----.',' ,% / 1 /-77:-- , ... A : ( , ''' I II' '74\ .3, As112 • 1 i I I , 1 ••••Sc - 1.1 l ,,11 - P1 il 12 14 . (..4,..... _------ `---• ,„,.., "II / t: ,1 a - -.8 \\_- _Z !, I 111111k -illi 214 10: ,...- 3' ,- 4§. s......:.1 . - - . 1 N um - •- ; .A14 Viii glw 3 qa0 g b P 0 ilh; !!3!! 4# „ Wi Wil 4521 [ .;A:2A Ag 52 12 % \ . m - . gg,... - _ 2 , . .. , , ' 3 2;22 alIA 5,21A1 1-21i1 AI !I Ai ..\,......„______________n ...........o.oi, ---,..... , _ ' III ;• .: 1i. \ ,,,, 0 !f,,•°_ • : b----_,__% , ' 44 , -4-4,---- tow.-1 ,-- ----4-, - a of 1 N, ____ ...,„,--,,, _ „ _ ..... ii .1.[,.. -.---- 8 f':1. M.' IA iA i. gig2i i • a . 01'4 2? gg :i A231§ 0 AUDUBON ROADWil ;;.3 22 12 g5121 ii iii P A il!!2 23 2 3.--i ,-,g?',E. , gt,t 2. :,,I 1 Rd •2 . , if• 25 g, 2.-,. .1.2a fgf 22 af slql 1 2 O 1• 3., 2Igin 02 gli gg Pi.lfg. § 1 t - Ig E o W Eg 11 ndQ t z o W cc i N11%,s. Q Q _ O 3[E;ti a '11 Sa a l� a c ` ;i I W aN N I� i0 �+ a:;a ii E vJ Cl N iGI O mwU v¢ £ i& 0L 17 aOsvi $ cc i U ` lVI a s . 321 iig ass a <_: yB:=a 38 22 3os3 / -' JE _ !E 12, - : - 1 - _ 22B x524 5,' '261 111q1 1-,7: 232 1 ° \� 123 ? `i 41 3 € - x 3 1 3 ' `4 Sig mighHON i gi ,4- . i$ 3 ° H ,g i id c os s ' o o ao t ;...4.,_, 20 ga -.s a ' 15 F-1 o55 3 23 0 3Q < s s 3 a a6 E Ro!a "1E� Se 3a o?:° gm t Oa - H W o a 1121—MA s' 'c - a I - 3 ao H3 3ii3eki o cg ' I' 6 a;1 c zo 3 igi 01 o a o - s 2 $a .1. - tc og gi,; '.nal iz o z ao's x e 3 0 l f: �� _�: � a ;1q E Tr !III G ..!1. _ Ili ; o = } ., a7 � hi! - 7 _ - - i.„ - I. _':_ III; F - a ; i 3?3 4 N i .i : i° a P" ii �n c �` a: til!„ £III Z � i;!. W�= 3 i �W �x - - ?�o�e�J[ O o - z u - - n :,W $ il is iy - 3 a'a s z - - g aFii :0411.,2,6 ig:2i123.3 °'9.� S6;Y- 3 g -3a 'u ^z° M,22 Aja5 w ^f € _ . . 8E < .D9E 'AIWA 3.s ANa .a::" °zEa= _ E 15. °3.22 . = _ - - ' - . . w . .. • V' WM M.2114. M ny/me b \ a u/n/a8 pppp ey Y . IIZi 23 zF Ell 3y j% 1 z '« 35. i �� 6M'Va` /. j,; ( � -'�/ 1...,a 8 zi t.,+ II ,� _J' LOT 1 K... (c ' -a BLOCK a ' ' 9a" \ J TA o .ssxs ♦ o \ 1 . / :— ., • '122. `\ aaa ...1 1 '1 ".tz ._- 1 4 1i �1A I 1 1 1 1 I� 1 1 1 1 1 I ptio 0' • del e,-,; 7777[____77"---.4 2 3_'gg8 i � ^jam A in' Mon LJ ` • ' : 5\ �\ tt — u � „ ` _= \ .` \ - d_ i \ S9 __\L—___—_---�-----'.mann ------------- —•—'----r--• iii1 IT P VC Iru ruv) r s \ \ / AUDUBON ROAD I ;;F',:i } — — __\ \ }i \ // I 1_g ; §s'_ Y Net fl \ \ :24'34 2' ' \ \ 9!9i¢i'.d3i d!! 5 1 f 1,1 4St. I§li W o o w ,� ;>d 3s a �r W 11 U H F Z '1) g• .44 ;- {A'3 w re ry g cl Q c�aE 3 a tlIZ YN c—I m Z vi «fa o cf) Z a m v oc D Q o Z • s f �,t E_9Fv • +•Q J u �w mf a` D m w ° U u▪s vIf ii&so �2 III— UJ H� vt a �' - ~s W zo 1 , o.go A... r E 1 ; 6 4 o5 - z i 3 ; alp r -a e x I o oa t __ to el 1 , ; II . I 4 4 a 2 a . 0 [S el y mp Z Z Z @ s� olftl. _ 8 o 24 wO w ,{ d ,r3 c" I Q Q 17-: V1 C `13 dA _ _ _ _E. w cuK Ax , ~ Z ro z`s `a_,0 G H V1 2 p Z u� ZLL, re n cu .J Q Z .. - F m ,E VI y n z j 0 x J = d 46==� ' ' 79 d LQ J L O v w U �f a m w U V 'sgs : avf°<, Kz ,nom d ,n J a Ig I. I.. I. I., Ig I. I. Ig IR IR I I I I I k L I, I L I8 In III I I I I I I I I s o a m m Iw m im Im 813IggR i 8� =e yy�F 5 e W3 - 8 $ LL 3 3' Fgt s= Lls i o - -V J I ! 10 Ef 0 zF a do - T, e = g _ 2 3 24 u Ca so ia A ! F i i 3 3 z z t S h 3z Z �g s a6 s sa W WIi = ° d . IH di Ix ISL II 0000 II N; _ gasss • 12 0000v 5 LI -1111110111100.11.111 ,i, j- lit ,/ n. fJ o {/ y SI 4 it - - 01- , \ - ' '4, -x A° Z z \ , „ . ,i. ws, ,\_ ( ;„. , o 3 �LLo , z„,,.., ______ J U7T'. b itt �., 6 ✓ 0 Er o�LL ( \ S. I V �` ) ;t1 ..... .. 41. • • 4111 . ,.SSS.S.JSi°.,,5'�!.r°'♦i3:S5JS;rsi .4".***14:44:**WP:,4'', ----— Z5 El _ 0 0 0 , a A�—,,. .:-.:,,.....,:,,::::::-..:NE:.:,..„,;::,,,.... t\ - O ......,„:„,......,........„.......:,,..e............„...... J.. .♦ . ...... '.�.� S� � �J i ° �iv. •• 4,...„ ...., 2 \,_. S:JJ . .:s.SOSSi' i.S♦ .iS♦J J.S Oi.$ . ki,,,,,,, f � k.::S,::,�%iOSii:ie i 'A:S :r:i♦PJv: �hJS•.ri„O'o♦♦ , ��tSiSSi O.:♦:��i YeO . , . J O•i° -_- - _ - vSw\\11eSN M q I!1 z o I z o i Lu 11 ,91 _ 11" ••r I ..,,114,1 U •_& Pi5 te.• 1 61tri! ,r, 23 w 7, clJ 6.6 o , ill 4 MIHY it 1 •"2 Z CL 0)4::t CC g tg', ii li 1 g cl i n - cj - 2-s• • r-I 0 co Z 71 = i 1!1 Ittil .'6'1! c' ,.., .,3t - __ k = LT, CC L'i ,ca 1- =I g ro .4 „ p:,. seu .,5 0,. E.11.;% 14 ..T.=, gj'Z I- gi r\1 .°40 E 25"12 mx 'cs' I t ilih li Iriih.g in v u w U N2 a_ - 003w ...i Uc zi afii 1,7,,,5„,,,:i ce2 v•i_i CI ; 4 6 „ 48 1 PE e! ! - ! 2 14 g -8 5 5 . 544 6 4. 24 gEgg= t 5a ta• 8 4' ,Z .g g R g - 2 == 4 g -g-. 1 , ,, .g?1 55g: ra O, :1 ...-.Esg -'. ,',ag. . 94=L gE, - 22' 21 Et 2 Wgil OA ..1 'i -!s17,. igzil as = 5 3 f.,1 1q5 It V g 2.,-11§; sn- gg. . gtS1 'il.. st i E E -.IA-. tEg 1.g; E 2.2Z.6 2525. V i8* .1 ,75 „E E 01 i .agga,1:8,,w Ni! 1,r, p r Hsg §ogvi0.1g Fri q tv§IS- nn 21 i11 ,3 HA!,,gli gl g 0 h ''4!.;;;;gg'!?,,iiKiR Pq iON OW= g4 g ti l!q01,HAI40;POW 9888 OB0i41° iP ! ila0gAilg Oligilin 1?,51 gFd .grigrAtIl i,,,,E241,pg l; gm,,,ggFgg DIpiggl-02t p i,g-ipaigg'i.h ..W4F1,1.M8ag 8L- T. q r/,.,it,,Y.,IT .1 !2 ,52.!'5,,74.e4 1,,,-.44 1CisgZgia 47346 ii511.1illiil :'. 1 PiiIg]pi ;1.5:4 hfligqi;i;;;!. ;2i,,:ge.ip i'W1,04151;.10 !..i42t.;.8.01 Wh 64.,Ighli: TA2ii 1§it4eirt g8i2PO: ihnliiiiii1r4 . 10101#40111 i900Iiii U1b0 1 h ?iggg4gg.18-4:88- -,-844g2Eg5hig298 t 4844.9g498454 IL4E4gok 5 5i x0 E.. E' a g grq 4.28 g g.s PE 7 2gE'I,Y',.iSgi 155Hi, '2 Wga4rE, 8 2gq,,..E 8g01 iggs igg 1 3 88 612H2 ! Oi NNOi g0g§ ;-'p.1236,pa=2d84 ,7. 3 ,1 qg gil0J 45 Wli g6i3i gg !Jt11. i? ..E.2 P5Ag i 2145 42 g t i 281 illl 3t;1ig; 1i-f-. 0 ,slR 1 220a91,1p;; I83n4tr1il;?3 ! . ! dA *,M - : 03 8 P iM - ignigg gi 0,gEa ihigsa,0 .51,1,2itg,-. 4'' AqnlYg 1 H .-,h.42! m'i- 'ag! 134.14..,'I , 11,,,;,,,,,,,. 1g ,,,, ,16,.0. 28224ggg242 agg 11.8 =5413.4ilfg5 521,a 242425251r4Z =g12- il ==g.at4E4asE a.a npi 5.i .g2=.?..,t a,4._ a'•=18,525;,E45 al. grf ' 'g5V;'=i2 :3.1 154 M .2i,? 2.7 '',i gtt4111r2 Ogs .u .i'is dgm 71gii=g5I"g VLg' 4.i" g5rii5 :1.f4.7g5 8igg&ggg 415 4ii5g W52ggt glit4i2"2!;;L: ,Ang -0d414!g-lig.'- kaqi 5.'"g!,' PM.5'.° 5-t3WP1544.510111gg 280 r2 ii5gii:MIT5g':244114514 Vi; g”.18 HIPIPlilliriPAgi !'ilr4 2 PhirnIaliAlkiiilMi 0 WPagnii!iiNgiiiingilq 11 F48_18,451!2.18. 1'.1:-..::5 :. !!5.!2:2.9:!s .! 9823 i ,8 . . . 1,-;,,,.. 0 '.1 5 g g 58 i 1 li E 1 1 i A ° v 5 2 5 a ! h ;,,, „4 4.8 V g 2 i! q '.6 o I t 91 1 i iliq . I v 5 ' g a tli: Ft,,, ? i I l- w a , z 1,,4k, N-300. 54 z -.., <0 :pi. 4 Am h 1 46,1 _. Ann" , Wol 'i' //fir s, z :=_,, L z P, •,.: -Aw, . ii,/, gie-, E5 ri -111 , 41 41 . g , ! i- ..,, 2 i 8 l''' '1. Hi qPi °-- rt' PALgl g 1 i .11 tE°i 12, i's 25 ii 5 44;1 NI - 8 33533385gA:i,Pgail I Oil 4§,4 n 0 2152 g gigg§25< q! !51141!Y 0 41E 7,.! 1 ]' 'A`i filiilq Milniiati53 - gh' -11-ri I' , IffiTlil - - - I 0 . _ - - ... g,., 1 t a- p I I , 1 I- 0 . . resourceful. naturally. BARR engineering and environmental consultants Memorandum To: Bob Generous,Senior Planner; City of Chanhassen From: Scoff Sobiech, PE Subject: 8303 Audubon Road - IDI Expansion Plan Review by Riley-Purgatory-Bluff Creek Watershed District Date: July 6, 2016 c: Claire Bleser; Administrator Riley-Purgatory-Bluff Creek Watershed District This proposed redevelopment will need a Riley-Purgatory-Bluff Creek Watershed District(RPBCWD) permit prior to beginning construction activities. We appreciate the opportunity to provide preliminary comments on the project. The RPBCWD received a request for preliminary review of this project on June 23, 2016.The following summary of RPBCWD review comments for the proposed IDI Expansion plan should not be considered complete;this is a preliminary review of the submitted information, additional comments may need to be addressed prior to issuance of a permit based on further review of the plans or revised information that is submitted. The following comments are based on the rules that apply to this project and highlight the areas where revisions or additional information are needed to meet the RPBCWD rules.These review comments do not constitute approval, a variance, or exemption from the rules.Therefore this project will require permit approvals from the RPBCWD Board of Managers. Rule C: Erosion and Sediment Control An Erosion and Sediment Control Permit (Rule C) is required from the RPBCWD because more than 50 cubic yards of earth will be placed, altered, or removed and more than 5,000 square feet of land-surface area will be altered (Rule C, Section 2.1). The following comments must be addressed for the project to be in compliance with RPBCWD Rule C. • The erosion control plan must include the following information: o Soil surfaces compacted during construction and remaining pervious upon completion of construction must be decompacted through soil amendment and/or ripping to a depth of 18 inches while taking care to avoid utilities, tree roots and other existing vegetation prior to final revegetation or other stabilization. o Construction site waste such as discarded building materials, concrete truck washout, chemicals, litter and sanitary waste must be properly managed. Barr Engineering Co. 4300 MarketPointe Drive,Suite 200,Minneapolis, MN 55435 952.832.2600 www.barr.com To: Bob Generous,Senior Planner;City of Chanhassen From: Scott Sobiech, PE Subject: 8303 Audubon Road-IDI Expansion Plan Review by Riley-Purgatory-Bluff Creek Watershed District Date: July 6, 2016 Page: 2 o Natural topography and soil conditions must be protected, including retention onsite of native topsoil to the greatest extent possible. o Additional measures, such as hydraulic mulching and other practices as specified by the District must be used on slopes of 3:1 (H:V) or steeper to provide adequate stabilization. o Final site stabilization measures must specify that at least six inches of topsoil or organic matter be spread and incorporated into the underlying soil during final site treatment wherever topsoil has been removed. o The permittee must, at a minimum, inspect, maintain and repair all disturbed surfaces and all erosion and sediment control facilities and soil stabilization measures every day work is performed on the site and at least weekly until land-disturbing activity has ceased. Thereafter, the permittee must perform these responsibilities at least weekly until vegetative cover is established.The permittee will maintain a log of activities under this section for inspection by the District on request. Rule D: Wetland and Creek Buffers Wetlands on this parcel appear to be downgradient from the proposed site activities. Because the proposed work triggers RPBCWD's Stormwater Management Rule (Rule J) and there are wetlands downgradient of the activities, Rule D, Subsections 2.1a and 3.1 require buffer around these wetlands. To conform to the RPBCWD Rule D the following revisions are needed: o Please provide the wetland delineation and MnRAM reports for documentation of the wetland type determination and functional/values assessment to determine the wetland value in accordance with Rule D,Appendix Dl. The wetland value will establish the required minimum and average buffer widths in accordance with Rule D Subsection 3.1a, 3.1b and 3.1c. This might require that the wetland buffer shown on the plan be revised to conform to subsections 3.1 and 3.2. o If buffer area averaging is used to achieve conformance with the minimum and average buffer requirements based on the wetland value please provide supporting calculations. o The proposed buffer marker location must be shown on the plans. An example buffer sign detail is available for download from the RPBCWD website (www.rpbcwd.org/permits). o A note must be added to the plans indicating:The potential transfer of aquatic invasive species (e.g.,zebra mussels, Eurasian watermilfoil, etc.) must be minimized to the maximum extent possible. o Before any work subject to District permit requirements commences, buffer areas and maintenance requirements must be documented.The applicant may meet this requirement by entering into a maintenance agreement with the District. To: Bob Generous,Senior Planner;City of Chanhassen From: Scott Sobiech, PE Subject: 8303 Audubon Road-IDI Expansion Plan Review by Riley-Purgatory-Bluff Creek Watershed District Date: July 6, 2016 Page: 3 Rule .1: Stormwater Management A Stormwater Management Permit(Rule J)will be required for this project because more than 50 cubic yards of earth will be placed, altered, or removed or more than 5,000 square feet of land-surface area will be altered (Rule J, Section 2.1). Because it appears the redevelopment project will increase site imperviousness by more than 50 percent the criteria in Rule J, Section 3 would apply to the entire project parcel. Comments provided below are preliminary and general in nature and the applicant should review the RPBCWD's Stormwater Management Rule for full details on submittal requirements. • Rate Control: Documentation must be provided showing that the project does not increase runoff rates for all points where stormwater leaves the site for the 2-, 10-, and 100-year storm events, and the 100-year frequency, 10-day snowmelt event.This analysis must be done using Atlas 14 reference data using a nested storm distribution. o A stormwater analysis was provided that addressed rate control for the 2-, 10-, and 100- year storm events. The events used Atlas 14 precipitation depths; however it used the SCS Type II distribution. The HydroCAD output provided indicates the rainfall distribution used was the SCS Type II, which is not a RPBCWD approved nested storm distribution.An approved rainfall distribution is provided on the district website (http://www.rpbcwd.org/permits/). Similarly, the approved snowmelt distribution, with a total precipitation of 7.2-in is provided on the website above and should be utilized for the HydroCAD model. o The RPBCWD rules require that the project not increase runoff rates for all points where stormwater leaves the site. Documentation should be provided showing that the runoff rates do not increase at any location. • Volume Control: Stormwater management features must provide abstraction for 1.1 inches of runoff from all impervious surface of the parcel because the project appears to increases the imperviousness of the parcel by more than 50%. • Water Quality: Stormwater management features must provide an annual total phosphorus removal of at least 60% and an annual total suspended solids removal of at least 90%from all site runoff. Documentation must be provided demonstrating the site runoff will be treated to the above criteria.If a modeling platform (e.g., MIDS Calculator or P8) is used to document conformance, please provide the electronic models with the submittal. • General Comments: o Soil boring information at the site of the proposed infiltration basin must be submitted to determine the soil's suitability for infiltration and adequate separation between the proposed infiltration basin bottom and groundwater. To: Bob Generous,Senior Planner;City of Chanhassen From: Scott Sobiech, PE Subject: 8303 Audubon Road-IDI Expansion Plan Review by Riley-Purgatory-Bluff Creek Watershed District Date: July 6, 2016 Page: 4 o All stormwater management structures and facilities must be designed for maintenance access and properly maintained in perpetuity.A maintenance and inspection plan must be provided.The maintenance and inspection plan must include specific maintenance requirements for the proprietary BMPs installed.A draft maintenance declaration is available on the permits page of the RPBCWD website. (http://www.rpbcwd.org/permits/). o Upon completion of site work, submit as-built drawings demonstrating that at the time of final stabilization, stormwater facilities conform to design specifications as approved by the District. Summary Based on the information provided to date,the proposed design does not meet the RPBCWD rules and a permit from the RPBCWD will be required prior to construction to likely cover the following: Erosion and Sediment Control, Wetlands and Buffers, and Stormwater Management. The permit application and rules are available for download on the RPBCWD website: http://www.rpbcwd.ora/permits/. Please contact us with any questions. CITY OF CHANHASSEN AFFIDAVIT OF MAILING NOTICE STATE OF MINNESOTA) ) ss. COUNTY OF CARVER ) I, Kim T. Meuwissen, being first duly sworn, on oath deposes that she is and was on July 7,2016,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 Site Plan Review for a 26,962 square foot building expansion for property zoned Industrial Office Park(IOP)— Planning Case 2016-18 to the persons named on attached Exhibit"A", by enclosing a copy of said notice in an envelope addressed to such owner, and depositing the envelopes addressed to all such owners in the United States mail with postage fully prepaid thereon; that the names and addresses of such owners were those appearing as such by the records of the County Treasurer, Carver County, Minnesota, and by other appropriate records. 4= 1 Kim J. Meuwissen, Deputy lerk Subscribed and sworn to before me this -] day of , 2016. iilifi"s JENNIFER ANN POTTER U "' .` Notary Public-Minnesota llioviv My Commission F.xpka Jan 31,2020 U ]islotary Public w O M N y N •L "o O O U O 't' C O .a) O _c (n O (0 • +. 0 a) (n 'T m CO ._> m". bit • o0O 0 00 CO O 0 U 0 'C 0 Cl) C C O 0) N NE3ma �E . gab-2 > • xa _0 L —_ U Q U a) co 0)— Cl) O O U( T C O O L CO .2'(i) Lv�I m c 2d > � c 0) U O• C .L. Q• 0 C Q N Cl) Q O N C O 0) OM ay a) rti o.E >. o v E �� 3 o E a`°.111-"-' ) � C O >' 0@ O 0 O U (0 *E • Q O O - C O T m E-- a C m • (6 "� ..CL "a O � Ccl) O U C C >> Cl) .>Um -0.,cEcj (mi"E-,>>'c o, C m •= Q_ 6 y..• U w Q U •- O O ' •c 0 O (0 E Cl) a (7,0_0:-. E�c a rnU o L 03�°t . . c . _ saO V O E N N O N '- U C .L C U d N C '. mm3 E �'u> comm'.cc m'3Em O C O L Qt 7::, CO fn c om,noa>.-� mE L Y op Y N 0o ) Q Q 7 O 4-c 0- C C -. 0 0 0 L 0 L 2 ° >.m E §"-U o m C � 0 � 0 � --F-- (n Q.0 U O O a) 0 .F. OU ((.4 ca 0 •; Taxpayer Name 1660 GROUP LLC Property Address Property City-State-Zip 1660 LAKE DR W ICHANHASSEN, MN 55317 8583 B &C LAND COMPANY LLC 16017 RIDGEWOOD RD MOUND, MN 55364 8565 BRICK PROPERTIES GROUP LLC 8217 UPLAND CIR CHANHASSEN, MN 55317 9626 BRITTANY KNUDTSON 11440 HERON DR ICHANHASSEN, MN 55317 8525 CHAD A SIMONSON 11450 HERON DR ICHANHASSEN, MN 55317-8525 CHAN CONGR JEHOVAHS WITNESSES 2920 FAIRWAY DR CHASKA, MN 55318-3416 CHAN LAKES CONDOMINIUM LLC 8156 MALLORY CT CHANHASSEN, MN 55317-8586 (CORE MPLS INDUST PORTF ETAL 11600 DAVE ST#450 NEWPORT BEACH, CA 92660-2447 DEMOSA LLC 1610 LAKE DR W ICHANHASSEN, MN 55317-8583 IEILEEN P JOSEPH 8480 IBIS CT CHANHASSEN, MN 55317-8521 GARY F GOLL IP0 BOX 825 BRAINERD, MN 56401-0825 GREGORY DEAN DOEDEN 18480 SWAN CT CHANHASSEN, MN 55317-8520 HARLEY E BERGREN 8104 HIGHWOOD DR#G108 BLOOMINGTON, MN 55438-1087 HFC REAL ESTATE CO LLC 15201 DOMINICK DR HOPKINS, MN 55343-8985 ISLAND MANAGEMENT LLC 7040 WILLOW CREEK RD EDEN PRAIRIE, MN 55344-3224 JOHN A& NATALIE M EIDEN 8461 BITTERN CT CHANHASSEN, MN 55317-8519 JOHN J &JODI S BUSH 117670 540TH AVE AUSTIN, MN 55912-5894 JOHNATHAN W&CONNIE A HERRING 1500 HERON DR CHANHASSEN, MN 55317-8526 LINDSEY M INGRAM 8460 IBIS CT CHANHASSEN, MN 55317-8521 MCROI LLC MICRO LLP MONK PROPERTIES LLC 1400 LAKE DR W CHANHASSEN, MN 55317 8518 11711 LAKE DR W CHANHASSEN, MN 55317 8580 PO BOX 687 CHANHASSEN, MN 55317 0687 QUANTUM CONTROLS COMPANY 11691 LAKE DR W CHANHASSEN, MN 55317-8583 RETAIL TECH LLC 1501 PARK RD CHANHASSEN, MN 55317-9520 ROADRUNNER TRUCK REPAIR INC 1591 PARK RD CHANHASSEN, MN 55317-9594 ROGER & DEBORAH BENSON 8461 SWAN CT CHANHASSEN, MN 55317-8520 ROSS N & DEBRA A ANDERSON 11460 HERON DR CHANHASSEN, MN 55317-8525 RYAN M CAMERON REV TRUST U/A 1235 ARUNDEL ST#6 SAINT PAUL, MN 55102-4514 RYAN M MOORE 18470 SWAN CT CHANHASSEN, MN 55317-8520 STACEY M GROSS 18451 IBIS CT CHANHASSEN, MN 55317-8521 STEPHANIE J LANTIGUA 8470 IBIS CT CHANHASSEN, MN 55317-1176 Taxpayer Name Taxpayer Address Taxpayer City-State-Zip THOMAS E HURLEY 18461 IBIS CT ICHANHASSEN, MN 55317-8521 VACLAV& MARIA MACEK 8450 BITTERN CT ICHANHASSEN, MN 55317-8519 TRAVIS J FEDOR 18450 IBIS CT ICHANHASSEN, MN 55317-8521 GMP PROPERTIES LLC 11401 PARK RD CHANHASSEN, MN 55317-8996 PARK AVENUE LOFTS LLC 510 1ST AVE N#600 MINNEAPOLIS, MN 55403-1623 8185 LLP 8821 SUNSET TRL ICHANHASSEN, MN 55317-9137 HERAKLES LLC 8345 COMMERCE DR MN 55317 8427 SARA BRANDENBURG HUTSON 18471 SWAN CT ICHANHASSEN, MN 55317 8520 RODERICK D ANNIS 18460 SWAN CT ICHANHASSEN, MN 55317 8520 BRUCE R& DEBORAH B SMITH DANIEL P& NORA L FLAHERTY 18481 SWAN CT ICHANHASSEN, MN 55317 8520 1470 HERON DR CHANHASSEN, MN 55317 8525 JOHN M &DEBRA D PLADSEN 1490 HERON DR CHANHASSEN, MN 55317-8526 CHRISTOPHER J HLAVKA 18460 BITTERN CT CHANHASSEN,ICHANHASSEN, MN 55317-8519 GARY ALLEN LUND 8471 BITTERN CT ICHANHASSEN, MN 55317-8519 ROBIN L WHITE 18451 BITTERN CT ICHANHASSEN, MN 55317-8519 ISAAC M COURSOLLE 12100 WACIPI DR NW PRIOR LAKE, MN 55372-6000 STEVEN J FLATEN 12925 16TH AVE S BURNSVILLE, MN 55337-3736 WD3 LLC 2897 FOREST RDG CHASKA, MN 55318-1112 EQUITABLE HOLDING CO LLC 8303 AUDUBON RD CHANHASSEN, MN 55317-9494 CHRISTOPHER N PENN 16498 SMITHTOWN RD EXCELSIOR, MN 55331-8211 TIMOTHYJ MAGNUSSON 113980 EMERALD RDG MINNETONKA, MN 55305-2267 ROBERT MORTENSON 4275 TRILLIUM LN W MINNETRISTA, MN 55364-7711 RED ROCK TOYS LLC 82 LAKE RILEY TRL CHANHASSEN, MN 55317-4541 RENE PROM 1P0 BOX 705 SHAKOPEE, MN 55379-0705 JOHN E GEISLER SPOUSAL ACCESS TRUST 3680 LANDINGS DR EXCELSIOR, MN 55331-9709 JAMES STILLER 449 2ND ST EXCELSIOR, MN 55331-1984 SWIFT COUNTY 153 PARTNERSHIP 7892 AUTUMN RIDGE AVE CHANHASSEN, MN 55317-8447 MARNEE D SHEPARD 111 SHASTA CIR W CHANHASSEN, MN 55317-9470 THURE R LARSON TRUST AGREEMENT 11431 ENTREVAUX DR EDEN PRAIRIE, MN 55347-2864 BARRY LARSON 4035 W 65TH ST APT 317 MINNEAPOLIS, MN 55435-1752 BRODY INVESTMENTS LLC 3615 ZIRCON LN N PLYMOUTH, MN 55446-2878 LINDSEY R SANOCKI 1415 ST CLAIR AVE SAINT PAUL, MN 55105-2338 JWS FAMILY LP 12500 CREEK RD W MINNETONKA, MN 55305-3976 JANET E HUGHES 3500 ZENITH AVE N ROBBINSDALE, MN 55422-2349 LONESTAR LEASING LLC 2755 MARSH WAY WAYZATA, MN 55391-2563 RICHARD FLATEN 14629 HILLSHIRE LN BURNSVILLE, MN 55306-6922 RDC AUTOPLEX LLC 601 CARLSON PKY STE 1050 MINNETONKA, MN 55305-5219 SALVADOR LIVING TRUST& 8182 TRILLIUM LN VICTORIA, MN 55386-9784 KKG LLC 17020 BEVERLY DR EDEN PRAIRIE, MN 55347-3812 BLOSE LLC 3440 NORTHOME RD WAYZATA, MN 55391-3018 DAVID ALAN STOCKDALE 7250 HAZELTINE RD EXCELSIOR, MN 55331-8035 AUTO MOTORPLEX ASSOCIATION PO BOX 7160 FARGO, ND 58106-7160 J & R CHANHASSEN LLC 3209 GALLERIA#1804 EDINA, MN 55435-2558 TWIN CITIES&WESTERN RAILROAD 2925 12TH ST E GLENCOE, MN 55336-3368