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Grant Application
7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 Administration Phone: 952.227.1100 Fax: 952.227.1110 Building Inspections Phone: 952.227.1180 Fax: 952.227.1190 Engineering Phone: 952.227.1160 Fax: 952.227.1170 Finance Phone: 952.227.1140 Fax: 952.227.1110 Park & Recreation Phone: 952.227.1120 Fax: 952 2271110 Recreation Center 2310 Coulter Boulevard Phone: 952.227.1400 Fax: 952.227.1404 Planning & Natural Resources Phone: 952.227.1130 Fax: 952.227.1110 Public Works 7901 Park Place Phone: 952 227,1300 Fax: 952.227.1310 Senior Center Phone: 952.227.1125 Fax: 952.227.1110 Website www. ci.chan hassen. rm. us September 23, 2016 Carver County Community Development Agency Attn: Allison Streich, Deputy Director 705 North Walnut Street Chaska, MN 55318. Dear Ms. Streich, Please find attached the Community Growth Partnership Grant application. Please feel free to contact me if you have any questions. I can be reached at 952-227-1139 or by email at kaanensonAci.chanhassen.irml Sincerely, Kathryn Aanenson, AICP Community Development Director g:\plan\economic developiDmAcover leuer.docx Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow COMMUNITY GROWTH PARTNERSHIP GRANT APPLICATION Chanhassen Shoppes LLC, Chick-fil-A Applicant: City of Chanhassen 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 COMMUNITY GROWTH PARTNERSHIP GRANT APPLICATION Chanhassen Shoppes, LLC/Chick-fil-A, Inc. Index 1. Summary of Grant Request. 2. Application. 3. Letter confirming issuance of Stormwater Credit and copy of check. 4. Resolution approving application for funding & condition showing original Stormwater fee amount. 5. Redevelopment Plan/Staff Report. 6. Document of Commitment. 7. Appraisal or Assessors Current & projected Value. 8. Photo of building that was demolished. 9. New Site Plan and Building Elevation — Chick-fil-A. 10. Map showing property boundaries with north arrow and bar -scale. 11. Site History. 0 z m City of Chanhassen Grant Summary Proposal After taking inventory of their final expenses, Chick-fil-A was in doubt about moving forward with their proposed restaurant in Chanhassen. They contacted the owner of the proposed site, Jay Scott from Solomon Real Estate Group, and informed him that they would not be closing on the property due to higher development costs then they had budgeted for. After several weeks of deliberation on what steps could be taken to help reduce Chick-fil-A's costs, Mr. Scott made a concession to substantially lower the final purchase price, with the understanding that the City of Chanhassen would be successful in receiving the Community Growth Partnership Grant from Carver County Community Development (CCDA) in the amount of $30,000. To keep the project on schedule and beat winter construction, Mr. Scott and the City of Chanhassen took the risk of closing with Chick-fil-A without certainty that the city would receive the grant. The City of Chanhassen granted Mr. Scott a credit to the development's stormwater connection fees in the amount of $30,000, thereby reducing their connection fees to $9,994.68, in the hope the city would get reimbursed through the Community Growth Partnership Grant in the amount of $30,000. Thank you for considering our request. g:\plan\2016 planning cases\2016-08 chick-fil-a\city of chanhassen grant mammary pmposal.docx N i COMMUNITY GROWTH PARTNERSHIP GRANT APPLICATION Introduction. Tbis application requests information about the redevelopment plan, project, and activities. The Redevelopment Plan question portion of the application refers to the entire redevelopment area. The project and activity question portion of the application refers to the specific work to be completed in the redevelopment plan area. General Information Project Name: Chanhassen Shoppes, LLC. Chick-fil-A Applicant City: City of Chanhassen Applicant Address: 7700 Market Blvd, P.O. Box 147, Chanhassen MN 55317 Application/Project Contact: Kate Aanenson, AICP, Community Development Director Email Address: kaanensonOci.chanhassen.mn.us Phone Number: 952-227-1139 Authorized Official(s) for Execution of Contracts (name and title): Todd Gerhardt, City Mangeer How much funding are you requesting? $30,000 Credit for Stormwater Connection Fees (see attached letter dated September 15, 2016) I. REDEVELOPMENT PLAN QUrSTIONB 1. Describe Redevelopment Plan including the city's goals and need for the Redevelopment Area and anticipated businesses, housing units, and other proposed components. The site currently has a 10,000 square -foot one-story multi -tenant retail building, Highway 5 Centre. The property has an area of 1.32 acres. The site is being redeveloped for the construction of a one-story 4,775 square -foot building with a drive-thru for a restaurant — Chick-fil-A (see attachment #5). 2. Has an end user committed to redevelopment of site? Yes, Chick-fil-A (see attachment #6 for documentation of commitment). 3. Provide a brief history of the site including previous uses, activities, prior or existing contamination, and other attempts at redevelopment. The site was previously occupied by the Prairie House Restaurant building. The building was demolished April 3-10, 1996 to prepare the site for future development. On July 22, 1996, the City approved a 10,000 square -foot one-story multi -tenant retail building, Highway 5 Centre, on a 1.06 -acre site, SPR#96-03. On May 9, 2016, the Chanhassen City Council approved the site plan for a 4,775 square -foot one-story building with a drive-thru and a variance for hard cover for the construction of Chick-fil-A. After taking inventory of their final expenses, Chick-fil-A was in doubt about moving forward with their proposed restaurant in Chanhassen. They contacted the owner of the proposed site, Jay Scott from Solomon 7. Itemize Redevelopment Plan expenses. Itemized Use of Funds/Expenses Costs Funding # of Rental Units Proposed Rents/ Sales Prices Source Storm Water Connection Fees (see attachment #3) $39,994.28 Private Townhouse Financing Voluntary Remediation Program -Enrollment Application submitted -prepared by Brawn Intertec, seeking an approved $4,500.00 Response Action Plan (RAP) which was granted by the MPCA on Duplexes August 17, 2016 Other: Geotechnical Evaluation of soils by Brawn $5,420.00 Pre -demolition hazardous building materials inspection $7,185.00 Environmental Site Assessment -Phase I and Phase II $2,200.00 Installation of vapor barrier/venting system $23,500.00 Total: $82,799.68 8. Environmental Benefits. • Has the Redevelopment Plan area been found or suspected to be contaminated? Yes • Does your Redevelopment Plan include the cleanup of contaminated soils, hazardous waste or materials? If yes, please describe information on type of cleanup what measures have been taken to address the contamination consultant reports and/or Response Action Plan The project received an approval from the MPCA for the proposed Response Action Plan (RAP). The developer will install a vapor barrier venting system beneath the building. Describe positive environmental impacts of the redevelopment plan. • Enrolled in the Voluntary Reclamation Program through the MN Pollution Control Agency • Installation of the Vapor Barrier/Venting system - $23,500.00. • The developer has received approval from the MPCA for their Response Action Plan. 9. Housing Affordabilitv. Indicate the number of housing units planned in the Redevelopment Plan. Attach separate sheet if necessary. Total # of Units # of Owner Units # of Rental Units Proposed Rents/ Sales Prices Single Family Townhouse Apartments/Condonriniums Duplexes - - Other: Il. PROJECT AND ACTIVITY QUESTIONS Project site address(es): 445 79th Street West Chanhassen, MN 55317 Acreage of site: 1.32 acres Number of parcels: Was two, now combined into one Is the Project site publicly or privately owned? 1.06 acres privately owned and .26 acres publicly owned that was sold to the developer for a total of 1.32 acres. The cid sold 0.26 acres to the developer, below market value, in order for the development to improve a nonconforming hard surface coverage. Current Project site owner(s): Chick-fil-A, Inc. 5200 Buffington Road, Atlanta, GA Current appraised or assessed value of the site: $1,710,600 Projected appraised or assessed value of the site after Redevelopment: See attachment #7 for assessed value. After Redevelopment is complete, will the Project site be publicly or privately owned? Privately Post -redevelopment Project site owner(s): Chanhassen Shoppes LLC, Jay Scott, Solomon Real Estate Group, 11995 Single Tree Lane, Suite 240, Eden Prairie, MN 55344 When the acquisition has/will be completed? September 6, 2016 Legal description of Project site (may be separate attachment): Includes two lots: Lot 2, Block 1, Zamor Addition. 1. Describe the Project including location map, photos, and current and projected site plans. Maps should include property boundaries, north arrow, and bar scale. The site is being redeveloped into a one-story building to be occupied by a drive-thru restaurant: Chick-fil-A (see attachments #9 and #10). 2. Describe the Activities that are part of the Project. Is demolition of slum or blighted buildings or other structures an Activity of the Project? The existing building is 20 years old and is deficient in many of the city's standards including storm water, architecture, hard -surface coverage and storm water management. City approved a 10,000 square -foot one- story multi -tenant retail building, called the Highway 5 Centre, on July 22, 1996 on a 1.06 -acre site, SPR#96-03. The site was previously occupied by the Prairie House Restaurant building. The building was demolished April 3-10, 1996 to prepare the site for future development. The existing building is deficient in surface water rate and treatment. The existing development has a hard cover of 81.9 percent. However, with the expansion of the site through the acquisition of the easterly portion of the site, it will have a weighted hard cover of 65.8 percent. The proposed development requested a variance to have a hard cover of 77.5 percent. Landscaping for the proposed development includes 3,436 square feet of landscaped area around the parking lot, landscape islands or peninsulas, and 13 trees for the parking lot. 3. How many residential buildings are on Project site? N/A Commercial buildings? N/A 4. How many residential buildings are vacant? N/A Commercial buildings? One Domino's Pizza — The restaurant relocated to a new location in downtown Chanhassen. The Hockey Stop — The tenant relocated to a new location in downtown Chanhassen. 9. Readiness to Proceed. Please provide detailed project timeline with all actions, phases, and anticipated dates for completion. The project has started in anticipation of receiving Community Growth Partnership Grant Funds. Demolition has begun. The building permit has been reviewed and is ready to issue. 10. Please indicate whether any of the following entitlement or due diligence actions are required or have been completed for the Project: Zoning amendments or variances: 1 Status: There is an existing hard cover variance The monosed development will reduce this nonconformitv. Comprehensive plan amendment: The site is guided commercial. Status: The request is consistent with the comprehensive plan. Environmental review: Applied and completed. Status: Received Market or feasibility study: Status: N/A Project Information Describe the city's goals and need for this project. This area contained an underutilized building that was dated and did not conform to current ordinance standards. The site also had deteriorating infrastructure. This was an opportunity to introduce those needed improvements. Describe the type and scope of the planning project. The development consisted of demolishing an existing 10,000 square -foot building and building a 4,800 square -foot drive-thru restaurant. See attachment #5 for detailed information. Describe the redevelopment project, if established, for which this planning project is a component. As mentioned above, the intent was to redevelop and introduce much needed improvements to this area. The development was review by the Planning Commission and approved by the City Council. Who will perform this planning project? Chanhassen Shoppes, LLC. Describe all other funding sources. Source of Funds Amount Committed Pending Private Financing $2,000,000 X ❑ ❑ ❑ El El Total: $2,000,000 When is the planning project expected to be completed? Expected to be completed in 2017. gAplan\economic development\community growth partner initiatives 2nd draft.docx AVE 0 CITY OF CBAl1AASSEN 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 Administration Phone: 952.2271100 Fax: 952.227.1110 Building Inspections Phone: 952.227.1180 Fax: 952.227.1190 Engineering Phone: 952.2271160 Fax: 952.227.1170 Finance Phone: 952.227.1140 Fax: 952.227.1110 Park & Recreation Phone: 952.227.1120 Fax: 952.227.1110 Recreation Center 2310 Coulter Boulevard Phone: 952.227.1400 Fax: 952.2271404 Planning & Natural Resources Phone: 952.227.1130 Fax: 952.227.1110 Public Works 7901 Park Place Phone: 952.227.1300 Fax: 952.227.1310 Senior Center Phone: 952.227.1125 Fax: 952.227.1110 Website www.ci.chan hassen.mn.us September 15, 2016 Mr. Jay M. Scott Chief Manager Solomon Real Estate Group 11995 Singletree Lane, Suite 240 Eden Prairie, MN 55344 Re: Chanhassen Shoppes, LLC/Chick-fil-A, Inc. Dear Mr. Scott: This letter is to inform you that the City of Chanhassen is issuing a credit in the amount of $30,000 for regional treatment of stormwater to the Chick-fil-A, Inc. development located at 445 West 79h Street. This credit will reduce the development's overall stormwater fees to $9,994.68. Enclosed please find a check in the amount of $30,000 representing this credit. If you have any questions, please do not hesitate to call me at 952-227-1119. Sincerely, Todd Gerhardt City Manager TG:km Enclosure gaplan\2016 p1mining casuw@016-08 chick-fil-MS10 mwater credit letter 09-15-2016.dmc Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow g_ CERTIFICATION STATE OF MINNESOTA ) ) ss COUNTY OF CARVER ) I, Kim T. Meuwissen, duly appointed and acting Deputy Clerk for the City of Chanhassen, Minnesota, do hereby certify that I have compared the foregoing copy of Resolution No. 2016-59 "Approving Application for Funding from the Carver County Community Development Agency Community Growth Partnership Incentive Grant Program" adopted by the Chanhassen City Council on September 12, 2016 with the original copy now on file in my office and have found the same to be a true and correct copy thereof. Witness my hand and official seal at Chanhassen, Minnesota, this 10h day of September, 2016. Kim -me Depu Jerk 4. The London plane -tree and Norway maple listed in the Plant Schedule shall be replaced with appropriate species from the city's Approved Tree List. Water Resources: 1. Sheet C-3.1 the two swales/basin areas shown on the southern property boundary shall be stabilized as soon as possible after going on-line but no more than 48 hours afterwards. 2. The Stormtech system shall be owned and maintained by the property owner. 3. A drainage and utility easement shall be recorded over the Stormtech system and the two basins located south of the parking lot. 4. The design shall be modified to prevent the wall from experiencing inundation. In the event this is not possible, the drainage and utility easement shall clearly state that the retaining wall is the sole responsibility of the property owner. 5. The applicant shall prepare an operations and maintenance manual which shall include a schedule of inspection as well as anticipated routine maintenance to maintain performance of the storm water convenience and treatment system in perpetuity or until such a time as all parties agree it is no longer necessary. This document shall include persons responsible for inspections and maintenance and shall be recorded against the property. 6. The city or their representative shall be granted rights to come onto the property during and after construction of the site to inspect the facility. 7. Inspection reports and maintenance records regarding the storm water treatment system shall be made available to the City within 30 days of receiving a written request. 8. The applicant must evaluate the conveyance downstream to assure adequate capacity exists. 9. The applicant shall be responsible for all other agency permits such as MPCA, RPBCWD, MN DOT, MNDOT, et al. 10. The stormwater connection fees will be due at lot consolidation. The fee is $39,994.68. 6. General Conditions. The general conditions of this Permit are attached as Exhibit "A" and incorporated herein. CITY OF CHANHASSEN IM �1 13 Denny Laufenburger, Mayor Todd Gerhardt, City Manager Ty OF 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 Administration Phone: 952.227.1100 Fax: 952.227.1110 Building Inspections Phone: 952.227.1180 Fax: 952.227.1190 Engineering Phone: 952.227.1160 Fax: 952.227.1170 Finance Phone: 952.2271140 Fax: 952.2271110 Park & Recreation Phone: 952.227.1120 Fax: 952.2271110 Recreation Center 2310 Coulter Boulevard Phone: 952.227.1400 Fax: 952.227.1404 Planning & Natural Resources Phone: 952.227.1130 Fax: 952.227.1110 Public Works 7901 Park Place Phone: 952.227.1300 Fax: 952.227.1310 Senior Center Phone: 952.227.1125 Fax: 952.227.1110 Website www.ci.chanhassen.mn.us 14-1, MEMORANDUM TO: Todd Gerhardt, City Manager FROM: Bob Generous, Senior Planner DATE: May 9, 2016 OW SUBJ: Planning Case #2016-08 — Chick-fil-A Site Plan Review with a Variance PROPOSED MOTION "The Chanhassen City Council approve the site plan with a variance for hard surface coverage subject to conditions of approval and adopts the findings of fact." City Council approval requires a simple majority vote of City Council. EXECUTIVE SUMMARY The applicant, Chick-fil-A, hic. is requesting site plan review with a variance to permit 77.5 percent hardcover on a 1.32 -acre parcel for a 4,775 square, one-story restaurant building with a drive-thru. PLANNING COMMISSION SUMMARY The Planning Commission held a public hearing on April 19, 2016 to review the proposed site plan with a variance for hard cover. The Planning Commission voted five for and none against to recommend that City Council approve the development. Planning Commission discussed the shared access and potential shared parking with the property to the west. There is currently an access and parking easement in place which the property owner has sent to the city. They intend to keep the easement in place with some clarification on maintenance responsibility. The Commission also was concerned that the storm water facility was adequate for the development. They applicant's Engineer needs additional information to verify this, but intends to meet the requirements of the city and watershed district. Finally, the city had the applicant review the traffic impacts of the development. The study was expanded to include the intersection of Market Boulevard and West 796' Street. Potential improvements and mitigation measures were included in the study. Planning Commission minutes for April 19, 2016 are included in the consent agenda for the May 9, 2016, City Council packet. Chanhassen is a Community for Life - Providing forTodayand Planning forTomorrow �T Y o CITY �` c � m �, 4N H ASS PROPOSED MOTION: PC DATE: April 19, 2016 C _1 CC DATE: May 9, 2016 REVIEW DEADLINE: May 17, 2016 CASE #: 2016-08 BY: RG, JM, JS, SS, ML, TJ "The Chanhassen Planning Commission recommends that City Council approve the site plan with a variance for hard surface coverage subject to conditions of approval and adopts the findings of fact and recommendation." SUMMARY OF REQUEST: Site Plan Review with a Variance from the hard cover requirement to construct a 4,775 square -foot restaurant with a drive thru — Chick-fil-A. LOCATION: 445 West 79th Street (Lot 2, Block 1, Zamor Addition) `K APPLICANT: Chick-fil-A Inc. Chanhassen Shoppes, LLC. 5200 Buffington Road 9478 Riley Lake Road Atlanta, GA 30349 Eden Prairie, MN 55347 (404)68408530 (651)336-6060 iason.hill(&cfacom.com Ja Scott(a)solomonre.com PRESENT ZONING: Highway and Business Services District (BH) 2020 LAND USE PLAN: Commercial ACREAGE: 1.32 acres DENSITY: 0.08 F.A.R. LEVEL OF CITY DISCRETION IN DECISION-MAKING: The city's discretion in approving or denying a Site Plan is limited to whether or not the proposed project complies with Zoning Ordinance requirements. If it meets these standards, the city must then approve the site plan. This is a quasi-judicial decision. The city's discretion in approving or denying a Variance is limited to whether or not the proposed project meets the standards in the Zoning Ordinance for a variance. The city has a relatively high level of discretion with a variance because the applicant is seeking a deviation from established standards. This is a quasi-judicial decision. Notice of this public hearing has been mailed to all property owners within 500 feet. PROPOSAL/SUMMARY The applicant, Chick-fil-A, Inc. is requesting site plan review with a variance to permit 77.5 percent hardcover on a 1.32 -acre parcel for a 4,775 square, one-story restaurant building with a drive-thru. Planning Commission 445 West 79d' Street — Chick-fil-A — Planning Case 2016-08 April 19, 2016 Page 3 of 16 Wetland Protection The City of Chanhassen Wetland Inventory, the National Wetland Inventory, a review of historic aerial photography and a site visit did not reveal any indications that wetland is present on either site. Bluff Protection There are no bluffs or steep slopes present on the site. Shoreland Management The property does not lie within a shoreland overlay district. Floodplain Overlay This property does not lie within a floodplain. ARCHITECTURAL COMPLIANCE North and East Elevation Planning Commission 445 West 790' Street — Chick-fil-A — Planning Case 2016-08 April 19, 2016 Page 5of16 Lighting The applicant is proposing light -emitting diode (LED) area lighting throughout the parking lot with a height of 25 feet 6 inches and a 90 -degree cut-off angle. Such lighting complies with city code. The applicant is also proposing decorative sconce lighting on the building. Such lighting must also have a 90 -degree cut-off, i.e., it may not project upward. They are also proposing mini -wall packs in the trash enclosure. City code does not permit the use of metal halide so this must be replaced. There is one spotlight proposed on the east side of the building. City code only permits this type of lighting for the United States of America flag. Signage The applicant is proposing signage on the east, south and west elevations of the building. The applicant has street frontage on the east, south and north sides of the building which would permit wall signage on each of these elevations. However, they intend to forgo the wall signage on the north elevation and locate it on the west elevation instead, which is also their main entrance to the building. Signage must comply with the standards for Highway and Business Services District and will require a separate sign permit application and review for each proposed sign. Wall signs shall use individual dimension letters. The applicant shows a pylon sign on the south side of the building. This pylon may not be located within the drainage and utility easement or within 10 feet of the property line. The pylon sign shall be relocated on the site to comply with city code. The pylon sign may be 16 feet tall with 64 square feet of display area. Company logos shall not occupy more than 30 percent of the sign display area. Pylon sign shall use individual dimension letters, at least one-half inch deep. Site Furnishings The applicant is proposing a patio seating area on the south side of the building. With the redesign of the drive-thru beginning with a one lane entry, this patio area may be enlarged. A decorative fence shall separate the patio from the drive-thru. Landscaping Minimum requirements for landscaping at the proposed development include 3,436 sq. ft. of landscaped area around the parking lot, landscape islands or peninsulas, 13 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. Planning Commission 445 West 79s' Street — Chick-fil-A — Planning Case 2016-08 April 19, 2016 Page 7 of 16 Lot Frontage and Parking Location The lot fronts on three public streets: Highway 5, Great Plains Boulevard and West 79'x' Street. Its only access is via West 79a' Street. Parking is located to the north and west of the building. EASEMENTS There are several existing easements on this property as shown on the survey. An existing access control for MnDOT's Trunk Highway 5 is along the southern property line. This property is subject to a cross -easement for parking with the adjacent property to the west. A drainage & utility perimeter easement for the city was dedicated with the original ZAMOR ADDITION plat. Several proposed items are shown within the city's drainage and utility easement, including: both retaining walls, clearance bar post for the drive-thru and the Chick-fil-A monument sign. These items must be moved out of the easement or the applicant must enter into an encroachment agreement with the city after, but concurrent to the site plan agreement. An additional drainage and utility easement shall be recorded over the two drainage basins located south of the parking lot. GRADING AND DRAINAGE Drainage The majority of the site drains to the south and west into the MNDOT right-of-way and eventually reaches Rice Marsh Lake. The proposed site plan generally keeps the same drainage pattern. The water will be captured and directed to an underground treatment system to meet water quality, water quantity and rate control requirements. The neighboring property to the west has indicated to staff in the past that they experience minor flooding in their parking lot during certain rain events. As designed, it appears that approximately 20 to 25 feet of the entire western parking lot south of storm manhole 25, will not be captured by the proposed system but will continue to drain onto the neighboring property. The applicant shall consider modifications to site grading, catch basin placement or both to minimize to the maximum extent practicable, the amount of runoff leaving the site in this area. In order to verify that the grading plan will not cause runoff to flow towards structures, the first floor elevations of buildings on adjacent lots and the elevation at the corners of the proposed building shall be shown on the plans. Existing and proposed elevations shall be shown at each corner of the lot to verify the plan will tie- in successfully to the grading of adjacent parcels. Several flow arrows are pointing in directions contrary to the grading contours. The arrows shall be revised to show a flow pattern consistent with the contours. Planning Commission 445 West 79v' Street — Chick-fil-A — Planning Case 2016-08 April 19, 2016 Page 9of16 PARKING LOT & DRIVE-THRU The drive-thru aisle contains a 23 -car stacking from the entrance to the service window. This is greatly in excess of the code requirement for 6 car stacking for fast food restaurants. The applicant is also proposing more parking stalls than City Ordinance requires. These excesses account for a portion of the hardcover variance request. Please see the section on stormwater management for staffs concerns about hardcover and downstream capacity. The applicant's engineer shall verify whether an adequate sight line is provided for vehicles exiting via the eastern site access. Staff is concerned that the pine trees fronting W 79a' Street near the proposed trash enclosure are within the sight triangle for that access. If the trees are an obstruction, the applicant shall prune the trees to provide adequate sight lines or they may be removed subject to the approval of the City's Environmental Resource Coordinator. A pedestrian route is provided to the proposed building through the drive-thru lanes. The applicant's plan shows crosswalk striping and pedestrian crossing signage. Staff recommends use of MN MUTCD approved signage for these crossings. The applicant shall follow the accessibility code for the construction as well as all applicable State and Federal laws. STORM WATER MANAGEMENT Article VII, Chapter 19 of City Code describes the required storm water management development standards. It states that sites must meet the National Urban Runoff Program recommendations of the National Pollution Discharge Elimination System standards, whichever is more restrictive. 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." The NPDES requires that 1 inch of runoff is treated for water quality and that there is a net reduction in runoff volume post -development. Minnesota has elected to meet this requirement through Minimal Impact Design Standard guidelines which requires abstraction of 1.1 inch of runoff from all impervious surface. This standard has been adopted by the Riley -Purgatory -Bluff Creek Watershed District. As well as a 90% reduction in total suspended solids (TSS) and a 60% reduction in total phosphorus (TP). This water quality standard is consistent with Chanhassen removal requirements. Planning Commission 445 West 79a` Street — Chick-fil-A — Planning Case 2016-08 April 19, 2016 Page 11 of 16 If the operations and maintenance manual is made for the watershed district this shall be acceptable provided it includes the aforementioned information and the city is granted site access per above. The proposed system will discharge into a basin which will drain into the MN DOT system. During larger rain events, the pipe connecting to the MN DOT system will be full and water will bounce to the west where it will be picked up by an existing flared end section (FES). This FES discharges into the same MN DOT structure as the aforementioned pipe. The applicant must evaluate the downstream conveyance to assure adequate capacity exists. The model shall also be modified to include the area that drains into ST -41 and the area that drains into ST -6 as basins. There is a short wall on the north side of the basin that drains into ST -6. The design should be altered to prevent inundation of base of the wall. The wall should not be within the D&U. If this cannot be done, it must be clearly stated that the wall is the responsibility of the property owner. Storm Water Utility Connection Charges Section 4-30 of code sets out the fees associated with surface water management. A stormwater utility connection charge shall be due at the time of final plat. 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. This fee will be applied to the new lot of record being created. It is calculate as shown in the table below. In the event that abstraction rates change, the credit will be modified accordingly. PERMITS Agency A Minnesota Department of Transportation permit will be required for a drainage permit and work within the right-of-way. STREETS, ACCESS AND INTERNAL SITE CIRCULATION Traffic Analysis Staff is working with the applicant's engineer on a traffic analysis for how this proposal will affect Level of Service (LOS) for the intersections at W 79s' Street & Great Plains Boulevard. Per acre rate Size of new lot in acres Totals Stormwater Development Fee $30,299.00 1.32 $39,994.68 Abstraction Credit 100% of 1.1 inch = 50% reduction $19,997.34 Total due at final plat $19,997.34 PERMITS Agency A Minnesota Department of Transportation permit will be required for a drainage permit and work within the right-of-way. STREETS, ACCESS AND INTERNAL SITE CIRCULATION Traffic Analysis Staff is working with the applicant's engineer on a traffic analysis for how this proposal will affect Level of Service (LOS) for the intersections at W 79s' Street & Great Plains Boulevard. Planning Commission 445 West 79th Street — Chick-fil-A — Planning Case 2016-08 April 19, 2016 Page 13 of 16 MISCELLANEOUS The building is required to have an automatic fire extinguishing system. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. Retaining walls over four high must be designed by a professional engineer and a permit must be obtained prior to construction. Sanitary and storm sewer service must comply with Minnesota State Plumbing Code (see Table 701.1). 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. COMPLIANCE TABLE Building Height Building Setback Code 2 stories NA feet N -25'E-10' W -10'S-25' Parking Stalls 60 stalls (One space per 80 square feet) Parking Setback N - 10'E - 10' W-0'5-10' Hard Surface Coverage 65% Proiect 1 story 21 feet N -180'E-27' W-99'5-38' 73 stalls N -11'E-10' W-0'5-10' 77.5% # Lot Area 20,000 sq. ft. 57,588 sq. ft. (1.32 ac.) #Applicant is requesting a variance to exceed hard cover. RECOMMENDATION Staff recommends that the Planning Commission recommend approval of the site plan for a 4,775 square foot, one-story building with a drive-thru and a variance for hard cover, plans prepared by HR Green, hic., dated 02/23/16, subject to the following conditions: Building: 1. The building is required to have an automatic fire extinguishing system. 2. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. Planning Commission 445 West 79s' Street — Chick-fil-A — Planning Case 2016-08 April 19, 2016 Page 15 of 16 Landscaping: 1. The applicant shall revise the landscape plan to accommodate more of the required bufferyard trees in the south and east buffer yard areas. 2. The interior width of all landscape island must a minimum of 10 feet. 3. The 8" oak tree located on plans along the southeast property line must be preserved. Revised landscape plans shall note the tree as saved. 4. The London plane tree and Norway maple listed in the Plant Schedule shall be replaced with appropriate species from the city's Approved Tree List. Water Resources: 1. The applicant shall consider modifications to site grading, catch basin placement or both to minimize to the maximum extent practicable, the amount of runoff leaving the site to the west. 2. Sheet C-3.1 the two swales/basin areas shown on the southern property boundary shall be stabilized as soon as possible after going on-line but no more than 48 hours afterwards. 3. The applicant shall do additional subsurface exploration/investigation to provide more substantial evidence that the infiltration system will work as modeled. The method of exploration/investigation shall be left to the applicant and their engineer's discretion. In the event the findings indicate that infiltration is not feasible, stormwater management plans shall be modified accordingly. 4. The Stormtech system shall be owned and maintained by the property owner. 5. A drainage and utility easement shall be recorded over the Stormtech system and the two basins located south of the parking lot. 6. The design shall be modified to prevent the wall from experiencing inundation. In the event this is not possible, the D&U shall clearly state that the retaining wall is the sole responsibility of the property owner. 7. The applicant shall prepare an operations and maintenance manual which shall include a schedule of inspection as well as anticipated routine maintenance to maintain performance in perpetuity or until such a time as all parties agree it is no longer necessary. This document shall include persons responsible for inspections and maintenance and shall be recorded against the property. 8. The city or their representative shall be granted rights to come onto the property during and after construction to inspect the facility. 9. Inspection reports and maintenance records shall be made available to the City within 30 days of receiving a written request. 10. The applicant must evaluate the conveyance downstream to assure adequate capacity exists. 11. The model shall be modified to include the area that drains into ST -41 and the area that drains into ST -6 as basins. CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION IN RE: Application of Chick-fil-A Inc. and Chanhassen Shoppes, LLC. for Site Plan review with a variance for hard cover. On April 19, 2016, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Chick-fil-A Inc. and Chanhassen Shoppes, LLC. for Site Plan Review with a variance to exceed the hard cover to construct a 4,775 square foot, one-story restaurant buildings on the property located at 445 W. 70' Street. 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 Highway and Business Services District (BH). 2. The property is guided by the Land Use Plan for Commercial uses. The legal description of the property is: Lot 2, Block 1, Zamor Addition 4. 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, a commercial redevelopment of the property, 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 and meets all the specifications of city code subject to compliance with the conditions of approval and approval of the hard cover variance; 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 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; used to meet green space requirements. The joint access with the property to the west reduces green space by approximately 2,800 square feet. c. That the purpose of the variation is not based upon economic considerations alone. Finding: The purpose of the variance is to permit an efficient operation of the site for a restaurant. d. The plight of the landowner is due to circumstances unique to the property not created by the landowner. Finding: The applicant is trying to redevelop a site that currently exceeds the hard cover limitation by 17 percent (81.9 percent hard cover). Even with the addition of 0.26 acres of land, the proposed development will exceed the hard cover by 11.5 percent. e. The variance, if granted, will not alter the essential character of the locality. Finding: The variance approval will not alter the character of the area since it is a continuation of a commercial use of the property which exceeds the maximum hard cover permitted in the BH district. f. Variances shall be granted for earth sheltered construction as defined in Minnesota Statutes Section 216C.06, subdivision 14, when in harmony with this Chapter. Finding: This does not apply to this request. 6. The planning report #2016-08 dated April, 19, 2016, prepared by Robert Generous, et al, is incorporated herein. RECOMMENDATION The Planning Commission recommends that the City Council approve the Site Plan with variance subject to the conditions of the staff report. ADOPTED by the Chanhassen Planning Commission this 19a` day of April, 2016. CHANHASSEN PLANNING COMMISSION go Andrew Aller, Chairman _.r..w`Y.$'a s .....-�,. ✓RL'2:`=.7;�tl�l�r�uz.� s P. .. _n_,._,..�__...,.,_,_. APPLICANT OTHER THAN PROPERTY OWNER: In signing this application, I, as applicant, represent to have obtained authorization from the properly 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: — Chick-fil-A, Inc. Address: 5200 Buffington Road City/State/Zip: Atlanta, GA 30349 Email: j ason.hill@cf.-corp.com Signature: Contact: Jasofi Hill Phone: (404) 684-8530 Cell: Fax: Date: 3/15/16 PROPERTY OWNER: In signing this application, 1, as property owner, have full legal capacity to, and hereby do, ' authorize the filing of this application. I understand that conditions of approval are binding and agree to be bound by those conditions, subject only to the right to object at the hearings or during the appeal periods. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. 1 certify that the information and exhibits submitted are true and correct Name: Chanhassen Shoppes, LLC Contact: Jay Scott Address: 9478 Riley Lake Road Phone: (651) 336-6060 City/State2ip: Eden Prairie, MN 55347 Cell: Email JayScott@solomonre.com Fax: Signature: d Date: This application must be completed in full and must be accompanied by all information and plans required by applicable City Ordinance provisions. Before filing this application, refer to the appropriate Application Checklist and confer with the Planning Department to determine the specific ordinance and applicable procedural requirements and fees. A determination of completeness of the application shall be made within 15 business days of application submittal. A written notice of application deficiencies shall be mailed to the applicant within 15 business days of application. PROJECT ENGINEER (If applicable) Name: HR Green, Inc. Contac: Joe Vavrina Address: 420 N. Front Street, Suite 100 Phone: (815) 385-1778 City/Staie2p: McHenry, IL 60050 Cell: Email: jvavrina@hrgreen.com Fax: Section4: 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: ❑Q Email ❑ Mailed Paper Copy City/State/Zip: ❑ Other Via: ❑ Email ❑ Mailed Paper Copy Email: tNSTRUCTlONS TO APPLICANT: Complete all necessary form fields, Then select " to save a copy to your device. " `` and deliver to city along with required documents and payment - to send a digital copy to the city for processing (required). SAVE FORM PRINT FORM SUBMIT FORM ;i OFCAANHAe,3Et ,ECGI`dED Chick -Til -A, Inc. MAR 1 U 2016 5200 Buffington Road Atlanta, Georgia 30349-2995 "'itil`�H, z,�y�F±f [.J'A����I�Vi�,� 1p: 11 Introduction The following narrative outlines the proposed Chick-fil-A restaurant to be constructed at 445 West 79th Street in the City of Chanhassen, MN. Chick-fil-A and Solomon Real Estate Group, as current property owner, have executed a ground lease to redevelop the subject parcel. In addition to this narrative, HR Green has submitted a complete Application for Development Review consisting of plan documents to support a Sign Plan, Commercial Site Plan, Subdivision (Consolidate Lots), and Variance Reviews. Please refer to these plans and other documents for additional information which is outlined in this narrative. Project Description The subject lease property is currently a 1.32 acre lot of the Zamor Addition located on the north side of State Trunk Highway No. 5, just west of Great Plains Boulevard. The site is currently split up into two separate parcels which are proposed to be consolidated. The subject parcel is currently occupied by a 9,684 square foot one-story commercial retail building and associated parking lot. The property is currently zoned with a classification of BH -Highway and Business Services District. The project will consist of razing the existing building and bituminous parking lot and constructing the proposed restaurant which will contain approximately 4,775 square feet of floor area. This restaurant development will be attractively landscaped and will feature an outdoor seating area adjacent to STH No. 5. The challenges for Chick-fil-A in determining a site layout for this property were implementing a plan that would fit a building and drive-thru facility within the lease property while providing sufficient parking to meet the needs of the restaurant. Additionally, locating the building such that it could be visible from STH No. 5 was important from a brand recognition standpoint and for potential customers to easily identify where we are located. Visibility and appropriate signage will be paramount to the success of the store. Chick-fil-A feels the plan presented before you accomplishes all of the aforementioned challenges. The site has been oriented to locate the building in the southeastern corner of the subject property with the playground facing east towards the intersection of STH No. 5 and Great Plains Boulevard. It was important to orientate the site in a way to maintain the points of access to the site in order to minimize traffic backups onto West 79th Street and into the western neighboring development's parking lot. Additionally, this layout allowed us to isolate the drive-thru traffic from the dine -in traffic which will also help to eliminate traffic backups. The drive-thru lane has been proposed to start at the southwest corner of the building and continue around to the drive-thru window located at the northwest corner of the building. The proposed drive-thru will feature two stacking lanes up to the order points that will merge into one lane leading up to the pickup window. Chick-fil-A has found that this drive-thru configuration increases efficiency and minimizes vehicle overflow into the parking lot and arterial roads. Chick- fil-A has also found that they need enough space for nine vehicles to stack between the Chick-£il-A, Inc. 5200 Buffington Road Atlanta, Georgia 30349-2998 suspended solids, and 60 percent reduction of total phosphorus. The underground system has also been designed to have a release rate at or below the existing rates to the Minnesota Department of Transportation's storm sewer system, matching existing drainage patterns. The proposed improvements will be increasing the amount of impervious area within the existing subject lease parcel by approximately 6,754 square feet. The Chick-fil-A building is proposed to be a predominately brick building with glass accents. The brick colors currently being proposed are a combination of Red Velour and Silverstone. The visual emphasis of the building is the earth tones of the materials leading towards the glass openings of the storefront and signage. The building has been designed to meet the 50 percent glazing requirement for the elevations facing the public right-of-ways. The goal of the architectural design is to promote their brand identity while offering a contemporary and non -thematic design. Mechanical units for heating/cooling will be located on the roof and will be screened via a parapet wall. Building signage is being proposed on the west, south, and east elevations. Accent light via wall sconces are proposed around the building to provide nighttime interest. A trash enclosure is proposed which will be constructed out of CMU with brick veneer to match the building. The gates for the enclosure will be constructed out of a plastic resin that CFA has found to be more durable than metal and certainly wood. A freestanding monument sign is proposed to be located on the STH No. 5 frontage. To accomplish the development as described above and as shown on the attached plans, a variation from the City code is being requested. Chick-fil-A is requesting a variance to allow the proposed development to exceed the maximum lot coverage of 65 percent. The Chick-fil-A Story It's a story that actually began 94 years ago when a man named Truett Cathy was born in 1921 in the small town of Eatonton, Georgia, about 80 miles from Atlanta, where he grew up. Truett's mom ran a boarding house, which meant she had to cook a lot of meals — but Truett helped, and he paid close attention, and picked up cooking and serving tips that would come in quite handy later. Along the way, he also learned to be quite the entrepreneur. He sold magazines door to door, delivered newspapers all over the neighborhood, and sold Coca -Colas from a stand in his front yard and all the while he was learning the importance of good customer service. After serving his country in World War II, in 1946 Truett used the business experience he gained growing up and opened his first restaurant with his brother, Ben, calling it the Dwarf Grill (later renamed the Dwarf House). Hamburgers were on the menu but, ironically, no chicken because he said it took too long to cook. Truett worked hard with that first venture, but considered Sunday to be a day of rest, for himself and his employees and as you know, that's a practice that Chick-fil-A honors to this day. Chick-fii-A, Inc. 5200 Buffington Road Atlanta, Georgia 30349-2998 Serving our Customers Whenever you ask people what they like about Chick-fil-A, one of first things they say is "the service" and it's an important part of our story, because it goes back to Truett's experience as a young businessman and to the values he instilled in Chick-fil-A. We call it Second Mile Service, and it's based on the belief that if someone asks you to carry something for them one mile, you do one better and carry it for them two. It's doing those unexpected things that make people feel special. Our drive-thru has been voted "America's #1 drive-thru" for six years in a row. We do our best to ensure a quick and pleasurable experience, and might even have a nugget for the family pet when you arrive at the window. But no matter if you're being served in our restaurants, at our drive-thrus, or with an outside delivery, you can always count on our team members responding to your words of thanks with two special words of their own — "My pleasure." Chick-fil-A Philosophy and Operator/Employment Model The Company's philosophy is that their restaurants become integral parts of the communities in which they are located. Toward that end, Chick-fil-A makes scholarships available to store employees and sponsors the Winshape Foundation which supports a family of programs designed to encourage outstanding young people nationwide. The Foundation has a college program and operates a series of camps, homes, and retreats. On the local level, individual restaurant operators typically engage in community support activities such as sponsoring youth sports teams, supporting educational activities, and leadership initiatives. Finally, and in accordance with company policy, the operators and employees in each Chick-fil-A Restaurant strive for a level of customer service unequaled in the quick -service food industry. It is quite common to go into a Chick-fil-A and have your tray carried to your table, have people clear your table, and ask if they can come and refresh your beverage. Beyond the above, Chick-fil-A's operators model is very unique in the fast food industry. In their situation, the operator is part owner with Chick-fil-A. It's similar to a franchise except they usually have one location. Sometimes they have two but for the most part they have one location and what that provides is a situation where they have very competent partners with great character in the restaurants and they are involved in the community, are part of the community, and they spend a lot of time in the community. What Chick-fil-A likes to say is that their operators are in business for themselves, but not by themselves. It is very unusual for an operator to shut down and the retention rate for operators is about 98%. A typical Chick-fil-A store will employ approximately 45 permanent jobs with approximately 120 jobs created for temporary construction employment. A typical store will operate between the hours of 6:00 am to 10:30 pm; Monday thru Saturday and are always closed on Sundays. Hrgmhnas\0:\86150413\Design\Corr\Itr-ProjeR Narrative_03-D-16.doc Community Development Department City of Chanhassen Chick-fil-A— Variance Letter Request HR Green Job No.: 86150413 March 17, 2016 Page 2 of 4 In order to provide for adequate parking, and sufficient drive-thru lane vehicle stacking to efficiently operate the Chick-fil-A restaurant, and locate the building to provide for visibility from adjacent roadways, we are requesting a variance to the City Ordinance: • Allow the proposed development to exceed the maximum lot coverage of 65 percent. To further support our request for the variance noted above, we will examine it as a whole as it relates to the six main variance criteria and provide information as to how we feel we satisfy these criteria. Variances shall only be permitted when they are in harmony with the general purposes and intent of this Chapter and when the variances are consistent with the comprehensive plan. a. Chick-fil-A is requesting a variance to exceed the maximum lot coverage with in a commercially zoned parcel. According to the City of Chanhassen's Comprehensive Land Use Plan, the subject parcel is proposed to remain commercially zoned in 2030. The properties neighboring the Chick-fil-A parcel have also been planned to retain their zoning classification. The requested variance does not alter the goal or intent of the City's comprehensive plan. 2. When there are practical difficulties in complying with the zoning ordinance. "Practical difficulties," as used in connection with the granting of a variance, means that the property owner proposes to use the property in a reasonable manner not permitted by this chapter. Practical difficulties include, but are not limited to, inadequate access to direct sunlight for solar energy systems. a. Chick-fil-A is requesting a variance to exceed the maximum lot coverage requirement in order to provide a site layout that provides for efficient operations for the development. Chick-fil-A typically requires 70-75 parking spaces at each store location in order to provide enough parking for their team members and customers. In addition to this, Chick-fil-A at a minimum needs a drive-thru stack of 24 vehicles (9 from the pickup window to the order points and 14 from the order points to the entry). Being able to meet these design criteria will improve traffic circulation throughout the site and to reduce any impact to adjacent arterial roadways. Adhering to the City minimum parking requirement will compromise Chick-fil-A's ability to provide ample parking for their customers and team members resulting in traffic congestion within the plot. Chick-fil-A typically also provides a dual stack drive-thru lane to minimize customer wait times and to reduce chances of creating a vehicle que within the parking lot drive aisles. Reducing the drive-thru to a single lane could potentially have adverse effects to the traffic circulation within the associated and neighboring parking lots. To maximize the efficiency of the drive-thru facility, Chick-fil-A has found that the following should be provided in each drive-thru layout: A nine vehicle stack between the pickup window and order boards and a sixteen vehicle stack between the drive-thru entrance and order board locations. Although the proposed layout exceeds the Community Development Department City of Chanhassen Chick-fil-A —Variance Letter Request HR Green Job No.: 86150413 March 17, 2016 Page 4 of 4 If you have any questions or need additional information, please do not hesitate to contact me. Sincerely, HR GREEN, INC. Joseph F. Vavrina, P.E. 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J6 6 {Y# 11 { S .61 z t F ➢ S t f 16p?6 z.J466`..1(#{ za.15€Il $ at J6ptit. et El I t 1:6Fte16t61,1t$6' Jliz#?Fat(i. .,ze3JF6F"' F6F? g�UMOUH WOO-000IOUH s e € UZI � 12 Performance Data Lumen Output wmen vawes are differ as a result 3DC nom pnmomemcusa of endua renvironment 70mA penonnea andApplicatwn. 68W in accoraamavnm 11�14A Um-rvun. Wta is eamiaerea w ce repasematrve or the Mum ons snown, wean the tolerances an Actual wattage may differ by+1- 8%whin operating be=w 1203809+1-10%. Comact factory for performance data on ar sr 'r r rr r r T75 5,290 1 0 1 78 6,524 2 0 1 2 1 96 7,053 2 0 2 104 T25 5540 1 0 1 81 6,833 2 0 2 100 7,387 2 0 2 109 T2M 5,360 1 0 2 79 6,611 2 0 2 97 7,147 2 0 2 105 T35 5,479 1 0 1 81 6,79 1 0 2 99 7,305 2 0 2 107 T3M 5,452 1 0 2 0 6,724 2 0 2 99 7,269 2 0 2 107 T4M 5,461 1 0 2 80 6,736 2 0 2 99 7,282 2 0 2 107 TFTM 5,378 1 0 2 79 6,633 1 0 2 98 7,171 1 0 2 105 TS75 5,708 2 0 0 9 7,040 3 0 0 104 7,611 3 0 1 112 T55 5,639 2 0 0 83 6,955 2 0 0 102 7,519 3 0 0 111 T5M 5,710 3 0 1 M 7,%2 3 0 1 104 7,613 3 0 2 112 TSN 5551 3 0 1 82 6,80 3 0 2 101 7,401 3 0 2 109 (30LED5) MOM 105W TIS 7,29 2 0 2 69 9,168 2 0 2 97 9,874 2 0 2 % US 7,372 2 0 2 72 9,603 2 0 2 91 10,342 2 0 2 % UM 7,325 2 0 2 70 9,391 2 0 2 80 10,05 2 0 3 % T35 ) 2 0 2 71 9,4% 2 0 1 0 10,67 2 0 2 97 T3M 7,451 2 0 2 71 9,450 2 0 2 0 10,177 2 0 2 97 T4M 7,464 2 0 2 71 9;467 2 0 2 90 10,195 2 0 2 9 TFTM 7,351 1 0 2 70 9,323 2 0 2 0 10;040 2 0 3 % T5V5 7,801 3 0 1 74 %894 3 0 1 % 10;685 3 0 1 101 T5S 7AM 3 0 2 74 9A4 3 0 1 93 10,526 3 0 1 10 T5M 7,707 3 0 0 N 9,897 3 0 2 % 10,658 4 0 2 102 TSW 7586 3 0 2 72 9,621 4 0 2 92 10,363 4 0 2 99 40C 70mA 89W TIS 6,876 2 0 2 77 8,639 2 0 2 97 9,345 2 0 2 10 T2S 7,20 2 0 2 81 9,049 2 D 2 102 9,788 2 0 2 110 T2M 6,968 2 0 2 78 8,755 2 0 2 98 9,469 2 0 3 106 T3S 7,122 2 0 2 0 8,948 2 0 2 101 9,679 2 0 2 10 T3M 7AM 2 0 2 0 8,05 2 0 2 10 9,632 2 0 2 10 T4M 7,10 2 0 2 0 8,920 2 0 2 10 9,649 2 D 2 108 TFTM 6,992 1 0 2 79 8,785 2 0 2 99 9502 2 0 2 160 TNS 7,421 3 0 0 a 9,323 3 0 1 10 10,885 3 0 1 113 T55 7,331 2 0 0 82 9,210 3 0 1 160 9,%2 3 0 1 112 TSM 7,423 3 0 2 M 9,326 3 0 2 105 10,0117 4 0 2 113 TSW 7,216 3 0 2 81 9,066 4 0 2 102 9,807 4 0 2 110 (40LEDs) 100mA 138W TIS 9521 2 0 1 69 11,970 2 0 2 87 12,871 3 3 0 0 TM 9,972 2 0 1 72 12,558 3 0 3 91 13,481 3 0 3 98 TQM 9,648 2 0 3 70 12,10 3 0 3 % 13AU 3 0 3 % T35 9,92 2 0 2 71 12,418 2 0 2 0 13,331 2 0 2 97 T3M 9,814 2 0 1 71 1;3511 3 0 3 % 13,87 3 0 3 % T4M 9,831 2 0 1 71 12,379 2 0 3 0 13,290 2 0 3 96 TFTM 9,681 2 0 2 70 12,191 2 0 3 Be 13,087 2 0 3 95 TSPS 10 75 3 0 1 74 12,937 3 0 1 % 13,80 4 0 1 101 TSS 10,10 3 0 1 74 12,782 3 0 1 93 13,721 3 0 1 % TSM 70,278 4 0 2 74 1;90 4 0 2 % 13,8% 4 0 2 101 T5W 9;991 4 0 2 72 12582 4 0 2 91 13;507 4 0 2 % 60( Mini 131W TIS 10,26 2 0 2 78 12,871 3 0 3 % 13,829 3 0 3 10 T25 10,711 2 0 2 82 13,481 3 0 3 103 14$89 3 0 3 111 T2M 10,363 2 0 3 79 13,043 3 0 3 10 14,115 3 0 3 10 T3S 10592 2 0 2 81 13,331 2 0 2 102 14,427 3 0 3 110 T3M 10541 2 0 2 80 13,267 3 0 3 101 14557 3 0 3 110 74M 10,359 2 0 2 81 13,290 2 0 3 101 14,3112 3 0 3 110 TFTM 1053 2 D 3 19 13,087 2 0 3 10 14,10 2 0 3 108 TSPS 11,036 3 0 1 M 13,80 4 0 4 IN 15,032 4 0 1 115 T55 10,902 3 0 1 83 13,721 3 0 1 705 14,849 4 0 1 113 T5M 11)39 4 0 2 % 13,8% 4 0 2 1% 15,836 4 0 2 115 TIN 10,732 4 0 2 82 13507 4 0 2 103 14,617 4 0 2 112 (fie LEDs) 700mA 209W TIS 14,017 3 0 3 67 17,632 3 0 3 84 19,607 3 0 3 91 725 14,g1 3 0 3 70 111,467 3 0 3 60 19,90 3 0 3 % T2M 14 3 0 3 68 17,867 3 0 3 85 19,260 3 0 3 92 T35 14518 3 0 3 0 18,62 3 0 3 87 19,687 3 0 3 % 73M 14AQ 3 0 3 60 18,173 3 0 4 0 19591 3 0 4 % 74M 14,473 3 0 3 60 18,20 3 0 3 87 19,625 3 0 4 % TRM 14,63 2 0 3 9 17,928 3 0 4 % 19,326 3 0 4 % 1% 15,127 4 0 1 72 19,0M 4 0 1 91 20512 4 0 1 % T55 14,%3 4 0 1 71 18]97 4 0 1 0 6,63 4 0 1 07 TSM 15,131 4 0 2 R 19033 4 0 2 91 6517 5 0 3 98 TSW 14,710 4 0 2 70 18,03 5 0 3 89 19,946 5 0 3 % Note: Available with phosphor -converted amber LEDla (nomenclature AMBPCI. These LED§ produce light with 97+%>530 nm. Output can be calculated by applying a 0.7 factor to 4000 K lumen values and photometric files. owed by Lighting Facts. Actual performance may ry configurations ata shown here. fL/THON/A One Lithonia Way • Conyers, Georgia 30012 • Phone: 8(10.279.8(141 a Fax: 770.918.1209 • wvnv liths mia.com DSX1-LED ALla"rlmar 0Ml1-2014 Acuity Brands Ughting,Inc, All rights resemed. Rev. 09/15/14 FIXTURE: OD2 D -Series Size 1r LED Area Luminaire I Rah= Te �1 Tar DLL12]F151D DLU47r t5 Unit DLL480E 1.5 Cut IU ` XU 0 � Mngwil uy1 MM11540CD y DSnH56aU Q PUMBAWBxg U' W03OUBImD Forward 530 530 rg maiwy Iw MELT' Shippedinduded Shipped installed F: DDBKD Dark optics mA Introduction 12S Type 11 shon d"series PA Square pole The modern styling of the D -Series is striking Installed I bronze 30C 30 LEDs yet unobtrusive - making a bold, progressive Specifications T2M T ell 2081 statement even as it blends seamlessly with its receptacle only (no HS House- DBIXD Black (one engine) mA environment. EPA: 1.2 ft2 RPA Round ole W The D -Series distills the benefits of the latest in DNAKD Natural @11mq 1000 1000 50K 5000 K(70 LED technology into a high performance, high Length: 33" DMG D-10Vdimming efficacy, cy I ong-life luminaire. The outstanding 40[ 40 LEDs 13" CRI) photometric performance results in sites with Width: 133ouni driver (no controls)' L DWHKD White excellent uniformity, greater pole spacing and Height: 7-112" meth m 347 Fi lower power density. It is ideal for replacing 100— block" (19.°"n) O( 6 5 40OW metal halide in pedestrian and area lighting Weight 27 lbs unNersal via RDAM•(no applications with typical energy savings of 65% (max): V2 h) and expected service life of over 100,000 hours. • EXAMPLE: DSX1 LED 60C 1000 40K T3M MVOLT SPA DDBXD Win LED (120,277, bronze engines) Te �1 Tar DLL12]F151D DLU47r t5 Unit DLL480E 1.5 Cut IU ` XU 0 � Mngwil uy1 MM11540CD y DSnH56aU Q PUMBAWBxg U' W03OUBImD Forward 530 530 30K 3000K(80 TIS Typelshort MELT' Shippedinduded Shipped installed Shipped DDBKD Dark optics mA CRI min.) 12S Type 11 shon 120' PA Square pole PER NEMAtwst-lock Installed I bronze 30C 30 LEDs 700 700 40K 4000K(70 T2M T ell 2081 moundn receptacle only (no HS House- DBIXD Black (one engine) mA (Rl min.) indium 240 1 RPA Round ole controls), sloe shield" DNAKD Natural 1000 1000 50K 5000 K(70 735 T Ill shout y� 277 1 mounting 9 DMG D-10Vdimming aluminum 40[ 40 LEDs mA A) CRI) T3M iypelll s WBA WaIIbN<kM driver (no controls)' WTB Utility terminal DWHKD White (two engines) (1 AMBPC Amber meth m 347 SPUMBA Square pole DCR Dimmableand controllable block" DDBTKD Textured O( 6 5 phosphor converted' T4M Type IV 480' unNersal via RDAM•(no SF Singlefuse dark (two medium mounting commis)1 (120,277, bronze engines) TFTM Forward adaptor' DS Dual switching"n 347V)" DBLBXD Textured Rotated throw RPUMBA Roundpole PIR Motion senses, 8-15' DF Double black optics' medium unne�l moundngheight" fuse (2W, DNATXD Texulred 60C 60LEDs T5VS T evve 7 mounting adaptor' PIRH 240, 460V)" natural aluminum (two ho short 15-30'sensor, 15-30'mouming L90 ft engines) T5S TypeVshon KMAB Mastarm height! needed DWHGXD Textured MBXDU mounting BL30 Bi -level switched codes white T5M TypeV bracketadap- dimming 30%"," p90 RqM medium mar (specify T5W TypeVwide finish)" BE50 Bi-levelswitched dimming,50% rotated optic Pooardt-sst 1wiM-lint Inazml" Phmaren-SSLtwW-IaNDom" Photocell-SSLtwm-IrcEluWl" Short'emgmpv HousPSldeshhBbr301f0unn HouasideshieldforW LFOunB nouuside shield hr W IN unit Square ant mond pole mywgd molm- Mg bodM adapm oro ay8dehl Mmtmm tunbradetadapmr (spmdy9msh), DSxisharesauNquedn111ngpattemwtththeAEBIS'family.Spedry tha dnl ling panem whm spedfying pan, per the table below. DM19AS Singieunit DM29AS 2990" DM2BAS tat 180' OM39AS 3at90°• OM49AS 4at90'- DM32AS 3atl2V- Eeassir a: SSA 204C DM19A5DDBXD Nu uMatauglmys rMis ¢xmw.mxeavWdevlmMmpda utmubeMMm W ul Imk 'bmA1den9^enk3b'a6mHmm -readwenwomnLmgm9 Tenon Mounting Slipfitter** 2-39° AST2a1% AS M AS M AST2a320 AS M A5130d90 b79' AST25-1510 W5 200 06R 90 AST15-320 ASKS -390 ASD5490 4" MS 190 ksT35-2W 035�290 A5TI5 M AS135-390 k5tr 90 NOTES 1 Rotated optic only available Ath 60C. 2 AMBPC only available with S30mA or 70CmA. 3 MVOLT driver operates on any line voltage from 120.277V(50160 Hz). Specify 120, 208 240 or227 I. only when ordering with fusing (SF OF options). 4 Not available with sin kboard, 530nA product (30C 530, or 60C 530 DS). Not available with DOR, 8130 or BL50. 5 Available as a separate combination accessory: PUMBA(finish) U. 6 Requires "SPA" mourn option. Must be ordered as a separate accessory, sen Accessories i;0ne tion. Foruu vvith 2-21W mast arm over, included). 7 Photocell order nd shi%ads asseepparata live item from Acedy Brands Controls. SeeaccestoHas. tavailable with DS option. 8 DMG nation for 347v or 480v requires 1000mA 9 Specifies a ROAM® enabled luminaire with 0-10V dimming®pability; PER oxi 10 Requires 40C or 60C. Provides 50/50 luminaire operation via two Independent drivers on two separate circuits. NIA Wth PER, DCR, V7TB, PIR, or PIRH. 11 Requires an additional watched tlmuh. 12 PlRspecKiss the Sensor5witch 5BGR-I 6ODP control; PIRH specifies the SereorSvnuh Se' R -6 -ODP cormoe see Motion Sensor Guide for details. Dimming driver standard. Not available with DS or DCR. 13 Dimming driver standard. MVOLT only. Not ava8able with DOR. 14 Also avail able as a separate accessory, see Accessories information. 15 VVTB mtavakble with DS. 16 Single fuse l5n requires 120,277 or 367 voltage option. Double fees (DF) requires 208, 240 or 480 voltage option. 17 Aeilable vvith 60 LEDs (60C option)only. 18 Requires luminaire to be prepared with PER option. Ordered and shipped as a '. One Lithonia Way • Conyers, Georgia 30012 • Phone: 800.279.8041 • Fax: 770.918.1209 • vvv .lithoniaxom 7i /GJLfWFV -. 02011-2014Acuity Brands Lighting, Inc. All rights reserved. Performance Data Lumen Ambient Temperature (LAT) Multipliers Undies, factors to determine Mauve lumen output for average ambient temperatures from 040°C(32 -104l Electrical Load ®. �i1N4i�1Y1 s[li. 110 290 140 M Sal 400 0% 32°F1.02 530 52 0.52 0.30 0.26 0.23 - - 10% 501 1.01 30 700 680.39 0.34 0.30 0.24 0.17 1000 1 20-C WF 1.00 05 1.03 0.59 0.51 0.45 0.36 0.26 530 fib 0.67 039 0.34 0.29 0.23 0.17 25Y 77°F 1.00 40 700 89 099 031 O.M. 038 0.31 022 304 861 1.00 1 low 138 1.35 0.78 0.67 050 0.47 0.34 WC 1041 0.99 530 W 0.97 0.56 048 042 0.34 034 60 1 700 131 139 0.74 065 0.56 0.45 0.32 1000 209 1.90 1.14 0.99 0.116 0.69 030 Projected LED Lumen Maintenance Dan references the extrapolated performance projections for the platforms noted in a 25°0 ambient, based on 10,000 hours of IED testing 0esled per IESNA Ur1-8008 and projected per IESNA Thil 1). - To calculate IIF, van the lumen maintenance factor that corresponds to the desired number of operating hours below For other lumen maintenance values, contact factory. a 25.00 "IM 100,000 DS%1LFD60c1000 1.0 IK% 0.93 orm MILE060i lA 099 090 0945 I To see complete photometric reports or download .res files for this product, visit Lithonia Lighting's D -Series Area Size l homepage. Isofootcandle plots for the DSXI LED WC 100040K. Distances are in units of mounting height (20'). LEGEND , aI a 1 2 a 44 3 x, o, z 3 4 -4 s x o r z s 4 , ■r $ i !T 0.11, r $ y ■ 0.5ft ■ 1.0ft u I � a s S i g a T15 $ N a I T3M xi a T4M .. ...... r -L• ' �n 4 ' nr FEATURES & SPECIFICATIONS INTENDED USE The sleek design ofthe D -Series Sae 1 reflectsthe embedded high performance LEDtechnology. it is ideal for many commercial and municipal applications, such as parking lots, plazas, campuses, and stmiaboapes. CONSTRUCrION Single -piece die-cast aluminum housing has integral heat sink finsto optimize thermal management through conductive and convective cooling. Modular design allows for ease of maintenance and future light engine upgrades. The LED driver is mounted in direct contact with the casting to promote low operating temperature and long life. Housing is completely sealed against moisture and environmental contaminants (IP65). Low EPA (1.2 ft0 for optimized pole wind loading. FINISH Exterior parts are protected by a zinc -infused Super Durable TGIC thermoset powder mat finish that provides superior resistance to corrosion and weathering. A tightly controlled multistage process ensures a minimum 3 mils thickness for a finish that can withstand extreme comate changes without cracking or peeling. Available in both textured and non -textured finishes. OPTICS Precision -molded proprietary acrylic lenses are engineered for superior area lighting distribution, uniformity, and pole spacing. tight engines are available in standard 4000 K (70 minimum CRI) or optional 3200 K (00 minimum CRI) or 5000 K (70 CRI) configurations. The OSeries Size 1 has zero uplight and qualifies as a Nighttime Friendly'° product, meaning it is consistent with the LEED- and Green Globes1v criteria for eliminating wasteful uplight. ELECTRICAL Light engine configurations consist of 30,40 or 60 high -efficacy LEDs mounted to metal -core circuit boards to maximize heat dissipation and promote long life (up to L96/100,000 hours at 25°0. Class 1 electronic drivers are designed to have a power factor >90%, THD <20%, and an expected life of 100,000 hours with <1%failure rate. Easily serviceable 10kV or 6kV surge protection device meets a minimum Category C Low operation floor ANSI/IEEE 062.41.2). INSTALLATION Included mounting block and integral arm facilitate quick and easy installation. Stainless steel bolts fasten the mounting block securely to poles and walls, enabling the D -Series Size 1 to withstand up to a 3.0 G vibration load rating per ANSI C136.31. The D�Senes Srze 1 utilizes the AERIS^ series pole drilling pattern. Optional terminal block, tool -leas entry, and NEW photomntrol recepnde are also available. LISTINGS UL Listed for wat locations. Light engines are IP66 rated; luminaire is IP65 rated. Rated for -40-C minimum ambient. U.S. Patent No. D672,4W S. Intemational patent pending. Designlight Consortium® (DLC) qualified product Net all versions of this product may be DLC qualified. Please check the DLC Qualified Products List at wrwu.designlights org to mntirm which versions are qualified. WARRANTY Five-year limited warranty. Full warnmy terms located at wmv.acuitybrands.corn/CunamerResources/ferm. and_condltiens.aspx Nob: Specifications subject to change without notice. • 1®r1vF471V1-4 One LRhoma Way • Conyers, Georgia 30012 a Phone: 800.279.8041 a Fax: 770.918.1209 a www.l¢honia:com DSXI-LED 02011-2014Acuity Brands Lighting, Inc. All right reserved. Ran.. 09/1914 v SSS Square Straight Steel Poles BASE DETAIL Pole Bala Shaft Bolt Bolt Anchor bolt base circle projection Base Template Anchor bolt and template size A B square description description number 4'C 8-1/2" 2-3/4'-4' 8' ABTEMPLATE PJ50004 AB18-0 ABSSS-4C 4'G 8-1/2' 2-3/4'-4" 8' ABTEMPLATE PJ50004 AB30-0 ABSSS-4G 5' 10"-12" 3-3/8'-0° 11' ABTEMPLATE PJ50010 AB36-0 ABSSS-5 6' 11"-13" 3-3/8'-0" 12-1/2' ABTEMPLATE PJ50011 AB36-0 N/A IF- C -),I IMPORTANTINSTALL AT10N NOTES: • Bo not erect poles without having fixtures installed. • Factory -supplied templates must be used when setting anchor bolts. Lithome Lighting will not accept claim for incorrect anchorage placement: due to failure to use Lithonia lighting factory templates. • If poles ere stored outside, all protective wrapping must be removed immediately upon delivery to prevent finish damage. • Lithonia Lighting is not responsible for the foundation design. IMPORTANT: • These specifications are Intended for general purposes only. Lithone reserves the right to change material or design, without prior notice, in a continuing effort to upgrade its products. I� L/THON/A Lla"nvG® An <WuityBtands Company Sheet #: Polle-SSS ©1994-2010 Acuity Brands Lighting, Inc. All rights reserved. Rev. 11/11/10 Lithonia Lighting Outdoor One Lithonia Way, Conyers, GA 30012 Phone: 770-922-9000 Fax: 770-918-1209 www.lithonia.com TECHNICAL INFORMATION EPA (ft') with 1.3 gust Catalog Number Nominal shaft length(feet) Pole Shaft Size(inxft) Wall Thickness (inches) Gallas 80 Max 90 Max. 100 m h wet ht mph weight mph Max. ei ht Bah Circle linches) Bohsize tin.xin.xin.) Approximate ship weight (pounds) SSS 10 4C 10 4.0 x 10.0 0.125 11 30.6 765 23.8 595 18.9 473 8--9 3/4x 18 x3 75 SSS 12 4C - 12 4.0 x 12.0 0.125 11 24.4 610 18.8 470 14.8 370 8--9 3/4x 18 x 3 90 SSS 14 4C 14 4.0 x 14.0 0.125 11 19.9 498 15.1 378 11.7 293 8--9 3/4 x 18 x 3 100 SSS 16 4C 16 4.0 x 16.0 0.125 11 15.9 398 11.8 295 8.9 223 8--9 3/4 x 18 x 3 115 SSS 18 4C 18 4.0 x 18.0 0.125 11 12.6 315 9.2 230 6.7 16B 8--9 3/4 x 18 x 3 125 SSS 20 4C 20 4.0 x 20.0 0.125 11 9.6 240 6.7 167 4.5 150 8--9 3/4 x 18 x 3 140 SSS 20 4G 20 4.0 x 20.0 0.188 7 14.0 350 11.0 275 8.0 200 8--9 3/4000 198 SSS 20 5C 20 5.0 x 20.0 0.125 11 17.7 443 12.7 343 9.4 235 10--12 1 x 36 x 4 185 SSS 20 5G 20 5.0 x 20.0 0.188 7 28.1 703 21A 535 16.2 405 10--12 1 x 36 x 4 265 SSS 254C 25 4.0x25.0 0.125 11 4.8 150 2.6 100 1.0 50 8--9 I 3/4xlBx3 170 SSS 25 413 25 4.0 x 25.0 0.188 1 7 1 10.81 270 7.7 188 5.4 135 8--9 1 3/4 x 30 x 3 245 SSS 25 5C 25 5.0 x 25.0 0.125 1 11 1 9.8 1 245 6.3 1 157 13.7 150 10-42 1 x 36 x 4 225 SSS 25 5113 25 5.0 x 25.0 0.188 1 7 1 18.51 463 13.31 333 1 9.5 238 10--12 1 x 36 x 4 360 SSS 30 413 30 1 4.0 x 30.0 0.188 1 7 1 6.7 1 168 4.4 1 110 12.6 65 8--9 3/4 x 30 x 3 295 SSS 30 5C 30 1 5.0 x 30.0 0.125 1 11 1 4.7 1 150 2.0 50 - -- 10-12 1 x 36 x 4 2% SSS 30 5G 30 5.0 x 30.0 0.188 7 10.7 267 6.7 167 3.9 1 100 10--12 1 x 36 x 4 380 SSS 30 6G 30 6.0 x 30.0 0.188 7 19.0 475 13.2 330 9.0 225 11-43 i x 36 x 4 520 SSS 35 513 35 5.6 x 35.0 0.188 7 5.9 150 2.5 100 - -- 10-12 1 x 36 x 4 440 SSS 356G 35 6.0x35.0 0.188 7 12A 310 7.6 190 42105 11-43 1x36x4 540 SSS 39 613 39 6.0 x 39.0 0.188 7 7.2 180 3.0 75 - -- 11--13 1 x 36 x 4 605 BASE DETAIL Pole Bala Shaft Bolt Bolt Anchor bolt base circle projection Base Template Anchor bolt and template size A B square description description number 4'C 8-1/2" 2-3/4'-4' 8' ABTEMPLATE PJ50004 AB18-0 ABSSS-4C 4'G 8-1/2' 2-3/4'-4" 8' ABTEMPLATE PJ50004 AB30-0 ABSSS-4G 5' 10"-12" 3-3/8'-0° 11' ABTEMPLATE PJ50010 AB36-0 ABSSS-5 6' 11"-13" 3-3/8'-0" 12-1/2' ABTEMPLATE PJ50011 AB36-0 N/A IF- C -),I IMPORTANTINSTALL AT10N NOTES: • Bo not erect poles without having fixtures installed. • Factory -supplied templates must be used when setting anchor bolts. Lithome Lighting will not accept claim for incorrect anchorage placement: due to failure to use Lithonia lighting factory templates. • If poles ere stored outside, all protective wrapping must be removed immediately upon delivery to prevent finish damage. • Lithonia Lighting is not responsible for the foundation design. IMPORTANT: • These specifications are Intended for general purposes only. Lithone reserves the right to change material or design, without prior notice, in a continuing effort to upgrade its products. I� L/THON/A Lla"nvG® An <WuityBtands Company Sheet #: Polle-SSS ©1994-2010 Acuity Brands Lighting, Inc. All rights reserved. Rev. 11/11/10 Lithonia Lighting Outdoor One Lithonia Way, Conyers, GA 30012 Phone: 770-922-9000 Fax: 770-918-1209 www.lithonia.com I'A L/THO/V/A L10JYMO Gs s FEATURES & SPECIFICATIONS INTENDED USE —For recreation areas, parking lots, building facades, or lots, CONSTRUCTION — NEW heavy -bury construction. Contoured, low -profile die-cast aluminum housing and to bezel. Frombezelhhingedmreasymonoval vlaposith"demedhingeam desgm.5exled byamepiecehmdedhlgh4empaawre sBimnegasket , Lem: Impact-re1sum,thermal-and shock-tesmantdear tempered glass. Rnism Standard finish Is dark bronze (DDB) corrosion resistant polyester powder. With additional architectural calors. OPTICS—Anodued aluminum reflmorprovides highly eficemrectangular beam pattern.Wc chamber sealed to Inhibit entrance of outside contaminants. ELECTRICAL— Ballast:Nlghpressure sodium: 150Wishlghreactancehighpowsrfaem. (onstamwerageautotram- former for 200400W. Metal halide: 15OW Is high reactance, high power factor and Is standard with pulse -start Ignitor technology. "SCWA" not required. Constant wattage allotransformerfor 175-400W. Soper (WA (pulse start halla t), 8896 efficient and RSA legislation compliant, is required for metal halide 151-40OW (SCWAoption) for US shipments only. CSA, NOM or INTL required for probe start shipments outside of the US. Pulse -sten began (SCWA) required for 200W,320W,ur35OW. Ballast Is 10096factory4ested. Socket; Porcelain, hodzantally-oriented, mogul -base socket with copper alloy, nickelplated grew shell and center contact. VI -listed 1500W600V, 4XV pulse aced. INSTALLATION— Camslon-resistant, heavy-duty, palmed steel mounting yoke standard; do -cast Integral tenon sllpfiher optional. All external dotted hex -head screws specially mated for corrosion-reslstanre. LISTINGS—Listed and labeled to UL standards. Unedand labeled to(SAstandards(See Options).NOM faulted (me Options). ULlisted for 25Yambienb40°C1ar25OMand below or1505and below. ULlistedlorwetlocazlon.IP65rated. Nate: Spedfiatlon s subject to change with out °mice. Catalog Number OC Noes Type C O N T O U R E P I E 5 TFR METAL HALIDE:150W-40OW rlrwrl PRESSURE SODIUM:150W-400W Specifications Height 10-1/2 (26.7) Width; 17-5/8(44.8) - Z 12-3/4 Depth: 12-3/4 (32.4) (32.4) `Weight 2716s (13.2 kg) o EPA: 1.3ft1 17-5/8 70.3/4 (448) 127.3) ' Vei leas cmd medI bel g g ne xampI a caw. MI di mentions are Inches (centimeters) unless otherwise specified. For shortest lead fimesconfigure product using standard options (showninbold) Example: TFR 400M TATB SCWA LPI TFR 7 Mug specify CAR for use In Canada. 15 Masmumall wmblewamgelamp Included. 1 175M SCWA out available with 480V. 8 Optional Muhl -tap ballast IT 20,208,240, 27711). 16 Photocell not Included. 2 These wattages do not comply with Cal moor The 20 regulations. In Canada 120,277,34711; ships as 120/347. 17 Prefttwith TFR when ordered as an accessory. Held modification Series Wattage Distribution Voltage 9aNast 18 See wwwMhonia.com/amtaMssmradditional color options. ft nt4ng 11 Mug specify finlshwhen ordered asan aressery. 19 Blaafinlshonb. TFR Metalhalide Ceramic 120 (blank) Magneticballast Shipped installed 6 Not avallable with 1505. Shippe d seoaratelv1vo 150M metal halide OR (6X6) 2087 CWI Constant wattage isolated (blank) Yoke EY Extended yoke" 175M'a 150MHC RC (5)(5) 2401 ® Is Integral slipfitter FRWB Radius wall Encores 200Ma Hi per. 277 •^ • (2-38"ODtenonl FSAB Steel angle bracket" SCWA So WA pulsestart sodium' 347 320Ms 350Ma 1505 4807 1pbst' ballast FSPB Steel square pole bracket" Note: For shipments to U.S. herrbaaes, 350Mag 2505 ° FTS Tenon slipfitter(2-318"tot-7/8"0D S(WA must bespedfiedtocomply with tenm)11 450M" 4005 23050HP 115A. FWPB Wood mounting brackern Optlans Finish1° Lame 51hiooed installed in fixture (F Charcoal filter Shipped separately10 (blank) Dark bronze LPI Lamp included SF Single fuse (120,277,347V)14 CSA Listed and labeled to comply WG Wireguard"•11 DNA Natural aluminum VLP Lesslamp DF Double fuse(208,240,48OV)'" with CSA standards VG Vandal uard'm g DBL Black EC EmergencydrmiP° NOM NOMCertifiede UV Uppervisor nn DMB Medium bronze ORS s INTL Available for MH robe start Daartzwist-lckph m' P dWN White PER NEMAtwist-lockphot0elec- shipping outside the U.S. FV Fullvisar nn tricre(epta:106 REGO California Title 20 eNxUvePE7 NEMA twist -lock pho[ocontral(R0, 209, 24011) CR Enhanced corrosion resistance (62 2'16-35EO cord prevdred 1/1/02010 PE3 NEMA twist -lock photocontrol(347V) CRT Non-stickprotective C42 2'14-35E0 cord prewired PE4 NEMA twist -lock photocontrol(48OV) coating19 C22 212-3SEOcordprewired PE7 NEMA twist -lock photocontrol(277V) SC Shorting cap for PER option Notal 7 Mug specify CAR for use In Canada. 15 Masmumall wmblewamgelamp Included. 1 175M SCWA out available with 480V. 8 Optional Muhl -tap ballast IT 20,208,240, 27711). 16 Photocell not Included. 2 These wattages do not comply with Cal moor The 20 regulations. In Canada 120,277,34711; ships as 120/347. 17 Prefttwith TFR when ordered as an accessory. Held modification 3 MustorderSCWA. 9 (Down factory for an 11 ablewanages. required unless ordered wthfigure. 4 These wMages require the REG(1 option to be chosen for shipments 10 May be ordered as an accessory. 18 See wwwMhonia.com/amtaMssmradditional color options. Into CalUanlafor Did e20 compliance. 250M REGCI in non ava liable 11 Mug specify finlshwhen ordered asan aressery. 19 Blaafinlshonb. in 347 or 48011 12 Poke mounting only. 20 Must spedfy. LRP not avail able with MHC. 5 NmavallablewthSCWA. 13 Requires IS or FT591phtter. 6 Not avallable with 1505. 14 Must specify voltage. Not avallable with TB. OUTDOOR TFR-M-S P5642 SERIES LED Wall Mount • Wet Location PROGRESS LEO P5642 -30/30K Dimming Notes: P5642 is designed to be compatible with many Electronic Low Voltage (ELV-Reverse Phase) controls. The following is a partial list of known compatible dimmer controls: Electronic Low Voltage ELV Reverse Phase Controls Lutron Diva Series (Part Number DVELV-3oo) Lutron Nova T Series (Part Number NTELV-300) Lutron Vierti Series (Part Number VTELV-600) Lutron (Part Number MAELV-600) Lutron (Part Number SPEW -600) Leviton (Part Number AWRMG-EAW) Digital type dimmers are not recommended. Dimming capabilities will vary depending on the dimmer control, load, and circuit installation. Always refer to dimmer manufacturer instructions or a controls specialist for specific requirements. Dimmer control brand names where identified above are trade names or registered trademarks of each respective company. For more information visit our website: wwwprogresslighting.com Progress Lighting • 701 Millennium Boulevard. Greenville, SC 29607 &rix .fh,Bl k E a. kf t R @; -,G § dg� r.� ! d S. ,f!®�;,# . !_!_ . • S. q !& ! 00 Er = R /!)q I k � | � � ! AL 2* � • $ c ® zI/ ^- b !.`�1�,\ | � � ! N �k _ / ƒ/ ® zI/ - !.`�1�,\ » ° - * , �k !, ' }!\ / «E � `q 0 zwo � /! _ � ` ,� m p n 5 ry a. a U = m mb U N O Q Ea5 UmEmm E' Ro wnWUU my m2 o m�r6Yw� g.78 va��cSS� mP. �wU cv E N i}ej Q5$w naO p r5w —ry ma x O Iwo r, u UEO ww o�� b 0'3? rai O- �LLo m p n 5 ry a. a U = m mb U N O Q Ea5 UmEmm E' Ro wnWUU my m2 o m�r6Yw� g.78 va��cSS� mP. �wU cv E N i}ej Q5$w naO p r5w —ry ma ( } k L- Ev ■ - 1p- 1 \ !_ �� � ■ 2 c � \ `p�k[ }\ )9 �y # § ■ !§] ;« - - ° # \ \ — — ---------- - \�� ` 4` k/ � \ •n \ '!k — — -- /------ / . :� � d C m O. u m m o E O 2 U D c o L 0 6 Y 7 12 U D T 3 v Nn�E m m Yi 'o iv rn z m o d as _c X Lm moa y N N d N7 =Ea W cca E = N g m c3 N am ❑ a3 m� C 1p U N m Q E � 0 � U a c � m n h m M %mss o�ar'i m � me M%w Naa m�N2 E iR m�HO o � 2 N■ A a �i M N � G. 3 cc C E i p L' LU ) £ K q =kk#kbw! K q z p a b Ocdc N N U u z° 7 P-4 ay O U °' F . O N • � o � x Right -of -Way: There is an existing Limited Use Permit (LUP) with the City of Chanhassen, LUP 1002-009, that is attached. The City of Chanhassen will need to work with Dan Phelps to modify this LUP to include the new sidewalk connection from Chick-fil-A. Dan Phelps can be reached at 651-234- 7585 or dan.phelpsna.state.mn.us Permits: As previously stated, a drainage permit is required. Additionally, any use of or work within or affecting MnDOT right of way requires a permit. The proposed sign must be located entirely on the Chick-Fil-A property. Permit forms are available from MnDOT's utility website at bgp://www.dot.state.mn.us/metro/maintenance/permits.hbnl Please include one 11 x 17 plan set and one full size plan set with each permit application. Please direct any questions regarding permit requirements to Buck Craig (651-234-7911) of MnDOT's Metro Permits Section. Review Submittal Options: MnDOT's goal is to complete the review of plans within 30 days. Submittals sent in electronically can usually be turned around faster. There are four submittal options. Please submit either: 1. One (1) electronic pdf version of the plans. MnDOT can accept the plans via e-mail at metrodevreviews.dot@state.mn.us provided that each separate e-mail is under 20 megabytes. 2. Three (3) sets of full size plans. Although submitting seven sets of full size plans will expedite the review process. Plans can be sent to: MnDOT — Metro District Planning Section Development Reviews Coordinator 1500 West County Road B-2 Roseville, MN 55113 3. One (1) compact disc. 4. Plans can also be submitted to MnDOT's External FTP Site. Please send files to: ftp://ftp2.dot.state.mn.us/pub/incoming//MetroWatersEdge/Planning Intemet Explorer doesn't work using ftp so please use an FTP Client or your Windows Explorer (My Computer). Also, please send a note to metrodevreviews.dot(a�state.mn.us indicating that the plans have been submitted on the FTP site. If you have any questions concerning this review, please contact me at (651) 234-7794. Sincerely, D; Tod Sherman Planning Supervisor STATE OF MINNESOTA DEPARTMENT OF TRANSPORTATION LIMITED USE PERMIT FOR NONMOTORIZED RECREATIONAL TRAIL C.S. 1002 County of Carver City of Chanhassen TH 5 Trail from CSAH V to Carver/Hennepin County Line In accordance with Minnesota Statutes Section 161.434 and 23 C.F.R. 652 also published as the Federal -Aid Policy Guide, a Limited Use Permit is hereby granted to the, City of Chanhassen, Permittee. This permit is for the purpose of constructing, maintaining and operating a nonmotorized recreational trail, (hereinafter called trail), within the right of way of Trunk Highway No. 5 as shown in red on Exhibit' A", which is attached hereto and incorporated herein by reference. This permit is executed by the Permittee pursuant to the attached resolution. In addition, the following special provisions shall apply: SPECIAL PROVISIONS The construction, maintenance, and supervision of the trail shall be at no expense to the Minnesota Department of Transportation. 2. Before construction of any kind, the plans for such construction shall be approved in writing by the Minnesota Department of Transportation, through the District Engineer. 3. No permanent structure(s) or advertising device(s) in any manner, form or size shall be constructed, placed or permitted to be constructed or placed upon the State of Minnesota right of way. 4. No commercial activity or activities shall be allowed to operate upon said State of Minnesota right of way. 5. Any and all maintenance of the trail shall be provided by the Permittee; this includes, but is not limited to, the plowing and removal of snow, and the installation and removal of regulatory signs. 6. This permit is non-exclusive and is granted subject to the rights of others, including, but not limited to public utilities which may occupy said right of way. Page 1 of 4 15. The Permittee, for itself, its successors, and assigns, agrees to abide by the provisions of Title VI Appendix C of the Civil Rights Act of 1964, which provides in part that no person in the United States, shall on the grounds of race, color, or national origin, be excluded from, or denied use of any trail. 16. The State of Minnesota, through its Commissioner of Transportation, shall retain the right to limit and/or restrict the parking of vehicles and assemblage of trail users on the highway right of way over which this permit is granted, so as to maintain the safety of both the motoring public and trail users. 17. No assignment of this permit is allowed. 18. The Permittee shall not dispose of any materials regulated by any governmental or regulatory agency onto the ground, or into any body of water, or into any container on the State's right of way. In the event of spillage of regulated materials, the Permittee shall provide for cleanup of the spilled material and of materials contaminated by the spillage in accordance with all applicable federal, state and local laws and regulations, at the sole expense of the Permittee. 19. The Permittee shall hold harmless and indemnify the State of Minnesota, its Commissioner of Transportation and employees and its successors and assigns, from liability claims for damages because of bodily injury, death, property damage, sickness, disease, or loss and expense arising from the operations of the trail or from the use of the portion of highway right of way over which this permit is granted. 20. The Permittee shall hold harmless and indemnify the State of Minnesota, its Commissioner of Transportation and employees and its successors and assigns from claims arising or resulting from the temporary or permanent termination of trail user rights on any portion of highway right of way over which this permit is granted. 21. The Permittee will hold harmless and indemnify the State of Minnesota, its Commissioner of Transportation and employees from claims resulting from temporary or permanent changes in drainage patterns resulting in flood damages. 22. The Permittee (for itself, its contractors, subcontractors, its materialmen, and all other persons acting for, through or under it or any of them), covenants that no laborers', mechanics', or materialmens' liens or other liens or claims of any kind whatsoever shall be filed or maintained by it or by any subcontractor, materialmen or other person or persons acting for, through or under it or any of them against the work and/or against said lands, for or on account of any work done or materials furnished by it or any of them under any agreement or any amendment or supplement thereto; agrees to indemnify and hold harmless the State of Minnesota from all such liens and claims. Page 3 of 4 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: April 12.2004 RESOLUTION NO: 2004-19 MOTION BY: Peterson SECONDED BY: _ Lundquist A RESOLUTION APPROVING THE LIMITED USE PERMIT FOR NON -MOTORIZED RECREATIONAL TRAIL FROM CSAH 17 TO CARVER/HENNEPIN COUNTY LINE BE IT RESOLVED, that the Chanhassen City Council hereby approves the Limited Use Permit for Non -Motorized Recreation Trail, per attached document. This permit is for the purpose of constructing, maintaining, and operating a non -motorized recreation trail from CSAH 17 to Carver/Hennepin County Line as shown on Exhibit A. Passed and adopted by the Chanhassen City Council this IP day of April 2004. ATTEST: Todd Gerhardt, City Manager YES Furlong Ayotte Labatt Lundquist Peterson Thomas A. 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O 7 .CLo Lo Ld-07UFUd+.p EdN O.NW C>> W5 -`EE cacoNm8a F- AU fA om U V'Q 0. F- @ (6 ' '—�>, .L.. Nm 0) E 4 CL d C C W� 2w� c FNM V j l0 dEm 0 y N c,mS550 my�oE'Ech `o ${Ecc COl wdi f0 �Qnry Q.-Oo y6y-cpmmos @ .Er mw W'6�9�yS rna°Cw d E g'.0-. °� iri C Ca$ S E'S Ngowt$NcS m�o.s ad y. cEts'aW�BwrrWaeg spa F c O :Q o c> Rti' c O d 2� c c O d E Ci fA 5 0',s y --N m 6 C C Y T- =r U N U O m m c o wWag WLgaq r 5m d O O C- O` Q,W O` 0 NL �-' YJ m O ?Y O Nv nmm��`o cm"gBg�E8 ma:Q .s mmnom EOE a.�w� C J d CL Q a J L CYU d VN"o5NE�'�- ty6 Z Stewart Title Guaranty Company: Issued by its Agent, Land Title, Inc. 2200 County Road C West, Suite 2205, Roseville, MN 55113 COMMITMENT LT File No. 534205 SCHEDULE A 1. Effective Date: January 19, 2016 at 8:D0 am 2. Policy or Policies to be issued: Amount a. ALTA Owner's Policy -6/17/06 TBD Proposed Insured: Chanhassen Shoppes, LLC, a Minnesota limited liability company b. ALTA Long Form Loan Policy -6/17/06 Proposed Insured: -NONE- 3. The estate or interest in the land described or referred io in this Commitment and covered herein is: FEE SIMPLE 4. Title to the estate or interest in said land is at the effective date hereof vested in: City of Chanhassen, a Minnesota municipal corporation S. The land referred to in this Commitment is described as follows: See attached Exhibit A Abstract Property Carver County, Minnesota Copyright 2006.2009 American Land T@le Association. All rights reserved. ttttt� EM8a1CAN 1"D TITh The use of this Form Is restricted to ALTA licensees and ALTA members nnacunon In good standing as of the date of use. All other uses are pmhibked. Reprinted under license horn the American Land Title Association. Page 1 of 6 Stewart Title Guaranty Company Issued by its Agent, Land Title, Inc. 2200 County Road C West, Suite 2205, Roseville, MN 55113 COMMITMENT 'ia7;14195V Part I The following requirements must be met: IT File No. 534205 A. Pay the agreed amounts for the interest in the land and/or the mortgage to be insured. B. Pay us the premiums, fees and charges for the policy. C. Documents satisfactory to us creating the interest in the land and/or the mortgage to be insured must be signed, delivered and recorded. D. The record does not disclose any open mortgages. Confirmation of this must be made prior to closing. E. Warranty Deed from City of Chanhassen, a Minnesota municipal corporation, to Chanhassen Shoppes, LLC, a Minnesota limited liability company. F. It appears from available maps that the property lacks access to a public road. An Easement for access is required to be filed of record. G. The standard form of Seller's and/or Purchaser's Affidavit, satisfactory to the Company, will be required. Copyright 2006-2009 American land Into Association. All rights reserved. AMEaiCAN: 1"DTlTtr The use of this Form is restricted to ALTA licensees and ALTA members .SS c Tlok in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. Page 3 of 6 Stewart Title Guaranty Company Issued by its Agent, Land Title, Inc. 2200 County Road C West, Suite 2205, Roseville, MN 55113 COMMITMENT 10. Tax I.D. No.: 25-8900021 Taxes for the year 2015: $0.00, Total, are 1st 1/2 Paid, 2nd 1/2 Paid, Base Tax: $0.00 (Exempt) (Non -Homestead) 2016 Tax information not yet available. NOTE: 1st Half Taxes are payable on or before May 15th and 2nd Haff Taxes are payable on or before October 15th, 11. There are no levied or pending special assessments. 12. Rights or claims of tenants, as tenants only, under unrecorded leases, if any. 13. Drainage and utility easements over the subject property as shown on the recorded plat. 14. Controlled access to Trunk Highway No. 5 as shown on Minnesota Department of Transportation Right - of -Way Plat No. 10.3 filed as Document Number 122284. 15. Lack of access. Note: The above hem will be deleted upon completion of item (F) of Schedule B -I herein. 16. If there are any questions regarding this Commitment, please contact Mark Haagensen at (651) 697-6191 or by email at mhaagensen@landtitleinc.com. Please reference LT File No. 534205. Copyright 2006.2009 American Land Title Association. All rights reserved. nAt- LAND TITLE The use of this Form is restricted to ALTA licensees and ALTA members M&OGATION in good standing as of the date of use. All other uses are prohibited. Repdnted under license from the American Land Title Association. Page 5 of 6 +� same a.e{ar rm ea+wsmo J Property Card Parcel ID Number 258900021 Taxpayer Information ' Joe p• it ♦ ,+. 'S • • Taxpayer Name CHANHASSEN CITY C/O CITY FINANCE DIRECTOR Mailing Address PO BOX 147 CHANHASSEN, MN 55317-0147 Property Address Address City Parcel Information Uses Muni Srvc Other GIS Acres 0.26 Net Acres Deeded Acres Plat ZAMOR ADDITION Lot 002 Block 001 Tax Description P/O LOT 2 WHICH LIES ELY OF FOLLOWING LINE: COMM AT THE MOST ELY CORN OF LOT 2 TH N85' W Building Information Building Style I ova ra e Finished S Ft Bedrooms Year Built Garage N Bathrooms Miscellaneous Information School District 0112 Watershed District WS 064 RILEY PURG BLUFF Homestead N Green Acres N Ag Preserve N Assessor Information Estimated Market Value 2015 Values (Payable 2016) 2016 Values (Payable 2017) Last Sale Land $206,300.00 $49,600.00 Date of Sale Building $0.00 $0.00 Sale Value Total $206,300.00 $49,600.00 The data provided herewith Is for referatim purposes only. This data m not suitable for legal, engineering, surveying or other singer purposes. Carver County does not guarantee the accuracy at the ZInfomration contained herein. This date Is famished on an'as ts' basis and Carver County makes no representations orw n relies, either expressed or halAied. for the merchantability or fitness of the ormation promder for any purpose. This disclaimer is proMed pursuant to Minnesota Statutes pN.N and Ne aserof the data provided herein aclaiov edges that Carver County shall not be Ilablefor any damages, and by using this data in anyway expressly waNes all claims, and agrees to defend, indemnity, and held j= harmless Carver County, its oFicais, stimm. agerbs, amployeas, etc. from any and all claims brought by anyone who uses the Information provided forherein, ga employees or agents, or CARVER third padies which arise at of usefs acres. Byaccepmnre ofthisdata, he useragrees notmtranardtisdam up Meacrossto itor any padof it to another party unless the userindutles COUNTY winthedalaacopyofthisd'sclaimer. Monday, September 19, 2016 Carver County, MN 9116E2016 Carver County Property Information Carver County Property Iniormation What property are ,you looking for? Basernari Thernes Search on address, property 1D, or addition name Welcome Property Information General Tax Tax Summary 2016 Tax Staterneni 2016 Tax 5tatemellt 2016 Estimated Land $769,800 Value (Payable 2017) 2016 Estimated Building Value (Payable $940,800 2017) 2016 Total Estimated $1,710,600 Value (Payable 2017) 2015 Estimated Land $579,000 Value (Payable 2016) 2015 Estimated Building Value (Payable $707,700 2016) 2015 Total Estimated $1 286,700 Value (Payable 2016) Homestead Status N Green Acres N Ag Preserve N Building Photo w,tps://gis-cozaver.mn.us/"icparcel/ street Neighbodwod r - crty County _. M MA p � . .. i U}:. • � t�t � ISI ��yy by !� � N N �� � W � � O .� • ^� �' MM� .� h+�1 O ••� Q .� .r.w 0 t i Chick-fil-A Site Plan WEST 79TH ST. 1 a O P U) co N N � C m (O� o iVj' 1n N F 4i O � CaV 'o r: � N b Y N w C O m C m ww v o q w c, aim � �I G ti ro oxo of M o c lu 0I o 0 %V N y wv�iO� -V mU 1 c� G z d r m O C� Site History The current building had a leasable space of 10,000 square feet. At the time of purchase by Chanhassen Shoppes LLC in 2015, the building had three leased spaces totaling approximately 7,000 square feet. The building was not fully leased. The building's functionality was not desirable in today's market. Following are the tenants that were in the building: • Tian Jin o The restaurant was underperforming and chose not to relocate. • Kidz Klipz o The hair solon chose to relocate outside of the City of Chanhassen • Domino's Pizza o The restaurant relocated to anew location in downtown Chanhassen • The Hockey Stop o The tenant relocated to a new location in downtown Chanhassen