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HomeMy WebLinkAbout2018-05-10 Planning Comission Meeting Packet CITY OF OAK PARK HEIGHTS PLANNING COMMISSION MEETING AGENDA Thursday, May 10, 2018 6:00 P.M. I. Call to Order/Pledge of Allegiance II. Approval of Agenda III. Approve April 12, 2018 Planning Commission Meeting Minutes (1) IV. Department/ Commission Liaison/Other Reports V. Visitors/Public Comment This is an opportunity for the public to address the Commission with questions or concerns not on the agenda. Please limit comments to three minutes. VI. Public Hearings A. Public Storage—5710 Memorial Ave. N.: Consider Galloway& Company request for Planned Unit Development Amendment, Conditional Use Permit and Design Guidelines Review for proposed redevelopment, including demolition of an existing building and its replacement with a 3-story building. (2) B. Continued- Holiday Inn Express— 5921 Memorial Ave. N.: Consider Madison Hospitality Group request for Design Guideline Review and Conditional Use Permit for reduced front yard setback, reduction to required number of parking stalls, increase to number of wall signs, and to exceed a building height of 35 feet, for 4-story hotel. (3) C. Continued- Oak Park Heights—Comprehensive Plan 2018: (Continued hearing to June pending completion of Engineering Plan elements). VII. New Business VIII. Old Business IX. Informational A. Upcoming Meetings: • Tuesday, May 22, 2018 City Council 6:00 p.m./City Hall • Thursday, June 14, 2018 Planning Commission 6:00 p.m./City Hall • Tuesday, June 26, 2018 City Council 6:00 p.m./City Hall • Thursday, July 12, 2018 Planning Commission 6:00 p.m./City Hall • Tuesday, July 24, 2018 City Council 6:00 p.m./City Hall B. Council Representative • Tuesday, May 22, 2018 —Commissioner VanDyke • Tuesday, June 26, 2018 —Commissioner White • Tuesday, July 24, 2018 —Commissioner Freeman X. Adjourn. Enc. �. 4;4.1 CITY OF OAK PARK HEIGHTS PLANNING COMMISSION MEETING MINUTES Thursday, April 12, 2018—Oak Park Heights City Hall Call to Order/Pledge of Allegiance: Chair Freeman called the meeting to order. Present: Commissioners Giovinazzo, Kremer, VanDyke and White; City Administrator Johnson, City Planner Richards, and City Councilmember Dougherty. II. Approval of Agenda: Chair Freeman noted that while he does not have a conflict of interest, he does do some work for Oak Park Sr. Living and asked that New Business Item A. be moved between Public Hearings B and C, both of which are relative to Oak Park Sr. Living, noting that he planned to remove himself from the discussion and sit in the audience. Commissioner Kremer, seconded by Commissioner Giovinazzo, moved to accept the Agenda as amended. 5-0. III. Approval of March 8, 2018 Meeting Minutes: Commissioner White, seconded by Commissioner VanDyke, moved to approved the Minutes as presented. Carried 5 - 0. IV. Department/Commission Liaison/Other Reports: Councilmember Dougherty updated the Commission as to the recent Parks Commission meeting discussion. City Administrator noted the Comprehensive Plan Open House having been held just prior to the Planning Commission meeting. V. Visitors/Public Comment: None. VI. Public Hearings: A. Holiday Inn Express— 5921 Memorial Ave. N.: Consider Madison Hospitality Group request for Design Guideline Review and Conditional Use Permit for reduced front yard setback, reduction to required number of parking stalls, increase to number of wall signs, and to exceed a building height of 35 feet, for 4-story hotel. City Planner Richard reviewed and discussed his April 5, 2018 Planning Report related to the request. Discussion ensued as to setbacks, canopy height and location, building height, location of the power line easement and architectural lighting. Chair Freeman invited the applicant to speak. Planning Commission Minutes April 12,2018 Page 2 of 5 Kevin Hanson of Ramaker& Associates introduced himself as the Architect to the project and noted developer representative Kirk Schultz also in attendance. Mr. Hanson address questions and comments with regard to the power line easement, building orientation, architectural lighting and shared proposed building materials samples and an example of what the mechanical screening would look like. Mr. Hanson did indicate that they would like the four wall signs proposed. Chair Freeman opened the public hearing and invited comment from the audience. Roger Tuckner of Century Motor Sports- 5920 Memorial Ave. N. expressed his concerned about the height of the building and would like to see how their elevation fits with those around it. He stated that his biggest concern is parking and increase in traffic. He does not feel the proposed parking is adequate and is concerned that overflow parking may end up in his parking lot. City Administrator Johnson discussed traffic study work to the area and what kind of things that the City can and will be trying in the area. It was noted that the timing of the traffic signals are not within the City's jurisdiction. D.J. Raduenz of Stillwater Motors—5900 Stillwater Blvd. N. stated that they were concerned with the proposed height. Commission discussion ensued with Mr. Hanson as to parking and what analysis was utilized to calculate the proposed number of parking spaces, snow removal options at the site, including on site storage and removal from site. Chair Freeman noted his concern about parking in the sense of Oak Park Heights not having public transportation like many other hotel sites and that people will be driving there. Commissioner Kremer inquired as to whether or not there as additional space on site that could accommodate additional parking should the proposed parking become an issue. Kirk Schultz of Madison Hospitality introduced himself as the developer of the property and discussed staff parking utilized and the business model for parking at the site. He stated that they intend to be good neighbors and that they do not want to impact neighboring business nor do they wish to impact their guess. Should short term parking be needed, he would hope to be able to work out a mutual agreeable arrangement and would not be opposed to a condition of establishing additional parking if needed. Commission discussion continued with Mr. Hanson as to conference gathering attendance and parking volume, fire department access,placement of parking spaces, possibility of creating a virtual plan that shows the height elevations along with their neighbors. Chair Freeman stated that he reviewed the general elevations of other buildings in the area and questioned the justification for the proposed four-story in an area that is largely single story. Mr. Shultz stated that a market study was done in Stillwater and discussed how they come to the ratio of rooms needed based on the areas seasonality of activity for room demand and that the plan is based primarily on Thursday through Sunday occupancy. Chair Freeman expressed his concern with the fit of the building height at the proposed location. Commissioner Kremer stated that he would like to see an elevation model of the site and adjacent properties. Planning Commission Minutes April 12,2018 Page 3 of 5 Commissioner Kremer, seconded by Commissioner White,moved to continue the public hearing until such time the applicant can complete a virtual site plan to share with neighboring properties and the Commission can review and to continue discussion on parking and number of signs. Carried 5—0. Chair Freeman removed himself from the Council dais and joined the audience. Co-Chair Giovinazzo took over the meeting. B. Oak Park Senior Living- Consider Vacation of Drainage&Utility Easement located N. of 58th St. N. and W. of Oakgreen Ave. N. within the Oak Park Senior Living Development. City Administrator Johnson reviewed the request and provided some history to the site, noting that because the easements are noted upon a plat a public hearing is required for any change. Johnson noted that such vacation and re-establishment is being recommended contingent upon the Developer providing a"waiver of impact" to the City should the City be required to access the site. Commissioner White, seconded by Commissioner VanDyke, moved to recommend City Council approval with the provision of the"Waiver of Impact"being required. Carried 4—0 VII. New Business: A. Oak Park Senior Living—Nolde TIF Application 1-3 Meeting City Approvals and Plans City Administrator Johnson reviewed his April 6, 2018 memorandum for TIF Assistance in the amount of$200,000 to assist in the demolition/removal of the seven townhouse units located in the Oak Park Sr. Living development area as part of the Phase 5 construction of the development area. He noted that the Planning Commission is being asked to make a finding as to whether or not the applicant's planned development is consistent with the City approvals and/or general plans for the area. Johnson noted that the Planning Commission and the City council did approve the planned use for the site in 2017 and that approval is recommended. Discussion ensued as to the request be in line with City Policy for granting TIF in the City of Oak Park Heights and that it is the City Council's job to determine whether or not they find it in line. Brief discussion ensued as to what is needed from the Planning Commission as to the request in that the Planning Commission needs to make a finding as to whether or not they find the applicants planned development is consistent with the City approvals and/or general plans for the area. Co- Chair Giovinazzo asked if there were any additional comments or if Mr. Nolde h ad any comment. There were none. Commissioner VanDyke, seconded by Commissioner White moved to recommend City Council approve of the resolution as presented. Carried 4 -0. Planning Commission Minutes April 12,2018 Page 4 of 5 Commissioner Kremer moved to advise City Council that it does not appear that that the general policy upon which TIF financing is based is being followed in this instance as it does appear to demonstrate significant public benefit by advancing public improvements as noted in the policy. City Administrator Johnson acknowledged Commissioner Kremer's point and discussed City Councils updating of the policy this past January and its intent to allow limited support and touched and noted that the request does support affordable housing for seniors. Johnson noted an earlier TIF approval Mr. Nolde received years earlier as part of developing the site for affordable senior housing. Motion fails for lack of a second. Chair Freeman returned and resumed the meeting with continuance of the public hearings portion of the Agenda. Continued-Public Hearings: C. Oak Park Heights—Comprehensive Plan 2018: City Planner Richards noted that an open house was held prior to the Planning Commission meeting and invited anyone who may have questions regarding the Comprehensive Plan or a copy of the draft to contact City Hall. Richards noted that the engineering elements of the plan are in the works and anticipates having them available at their upcoming meeting for them to review so that they can potentially recommend approval to send to adjoining jurisdictions and Metropolitan Council for their review. He reviewed the review process and formal approval process steps. Chair Freeman opened the public hearing for comment. There were no visitors to the public hearing. Chair Freeman noted an earlier suggestion from Commissioner Kremer to review sections of the plan in the future to stay fresh with it and sated that he really liked the idea. Commissioner Kremer, seconded by Commissioner VanDyke moved to leave the public hearing open for the Comprehensive Plan. Carried 5 - 0. VIII. Old Business: None. IX. Informational: A. Upcoming Meetings: All Meetings at City Hall—6:00 p.m. Unless Noted Otherwise • Tuesday, April 24, 2018 City Council • Tuesday, May 8, 2018 City Council • Thursday, May 10, 2018 Planning Commission • Tuesday, May 22, 2018 City Council • Thursday,June 14, 2018 Planning Commission • Tuesday, June 26, 2018 City Council Planning Commission Minutes April 12,2018 Page 5 of 5 B. Council Representative • Tuesday, April 24, 2018—Commissioner Kremer • Tuesday, May 22, 2018—Commissioner VanDyke • Tuesday, June 26, 2018 —Commissioner White X. Adjourn. Commissioner Kremer, seconded by Commissioner VanDyke,moved to adjourn at 7:43 p.m. Carried 5—0. Respectfully submitted, Julie Hultman Planning&Code Enforcement Approved by the Planning Commission: EnC.TPC 3601 Thurston Avenue N,Suite 100 Anoka,MN 55303 Phone:763.231.5840 Facsimile:763.427.0520 TPC@PlanningCo.com PLANNING REPORT TO: Eric Johnson FROM: Scott Richards DATE: May 2,2018 RE: Oak Park Heights — Public Storage Building — Planned Unit Development Amendment, Conditional Use Permit and Design Guidelines/Site Plan Review—5701 Memorial Avenue North TPC FILE: 236.02—18.01 BACKGROUND Jeff Weeder of Galloway and Company Inc,for Public Storage,has made application for a Planned Unit Development amendment, Conditional Use Permit and Design Guidelines/Site Plan Review to construct a three-story Public Storage facility at their existing site at 5710 Memorial Avenue North. An existing building at the rear of the site would be demolished and replaced with an indoor storage facility. The site is zoned B-3 Highway Business and Warehousing District. The City has allowed improvements to the site by Planned Unit Development in that there is more than one principal building on the lot and storage facilities are allowed as a Conditional Use Permit in the B-3 District. The Applicant will need to comply with the Design Guidelines/Site Plan Review for the building and site improvements. EXHIBITS The review is based upon the following submittals: Exhibit 1: Project Narratives-March 9,2018;April 9,2018 Exhibit 2: Cover Sheet and Location Map(CP0.0) Exhibit 3: Survey Exhibit 4: Site Plan(C1.1) Exhibit 5: Horizontal Control Plan(C1.2) Exhibit 6: Site Details(C1.3) Exhibit 7: Site Details(C1.4) Exhibit 8: Overall Adjacent Buildings Plan(C1.5) Exhibit 9: Grading Plan(C2.1) Exhibit 10: Erosion Control Plan-Initial(C3.1) Exhibit 11: Erosion Control Plan-Interim/Final(C3.2) Exhibit 12: Utility Plan(C4.1) Exhibit 13: Photometric Plan (C4.4) Exhibit 14: Photometric Details(C4.5) Exhibit 15: Landscape Plan(L1.0) Exhibit 16: Landscape Plan(L1.1) Exhibit 17: Tree Inventory Plan(L1.2) Exhibit 18: Tree Inventory and Details(L1.3) Exhibit 19: Sign Plan(1of1) Exhibit 20: Typical Floor Plan (A1.1) Exhibit 21: Architectural Elevations(A2.1) Exhibit 22: Drainage Analysis Memo April 6,2018 Exhibit 23: Fire Truck Turn Exhibit(EXHBT) Exhibit 24: Report of the City Arborist Exhibit 25: Report of the City Engineer PROJECT DESCRIPTION Jeff Weeder has provided a Project Narrative found as Exhibit 1. An excerpt from the narrative is as follows: The existing site operates as a self-serve storage facility with drive-up service to rental units accessed by roll-up garage doors. This redevelopment proposes to demolish one of these buildings and a portion of another to construct a new, state of the art, multi-story, climate controlled, indoor storage facility between existing drive-up retail unit buildings to remain and a large cluster of mature trees at the very back of the lot. The newly constructed indoor storage facility will also provide two interior drive through loading lanes to allow for customers to load/unload out of the elements. The site is currently served by one vehicular access on Memorial Avenue that will remain unchanged. Accompanying construction of a new building, Public Storage is proposing a rebranding of the existing office building that are adjacent to the Memorial Avenue frontage. Exterior modifications are proposed for each of these buildings. The 120,300 total square foot(41,524 square foot footprint)storage facility will be three stories and is located at the rear of the lot. The Applicant has indicated that the care- takers unit within the building at the front of the site will be removed and this building will only be used for office. ISSUES ANALYSIS Comprehensive Plan. The property is designated as Highway Business/Warehouse on the Proposed Land Use Map. The use of the site as a storage facility is consistent with the Comprehensive Plan. Zoning. The property is zoned B-3 Highway Business and Warehousing District. Storage facilities are a Conditional Use. Section 401.15.B.4 states that more than one principal structure on a lot must be reviewed through a Planned Unit Development 2 amendment/Conditional Use Permit(PUD/CUP).The City approved the expansion of the storage facility in 1999 to include three additional buildings by the PUD/CUP process. Allowance for number of wall signs would also need to be processed by CUP. A discussion of these requests will be made as follows in this report. Section 401.300.E.6 of the Zoning Ordinance provides criteria for review of the Conditional Use Permits. A review of that criteria follows: Mini-storage facilities provided that: a. At least twenty(20)percent of the site is open,green space which is sodded and landscaped in accordance with a plan approved by the City Council. Comment: The total green space of this development is 41 percent. b. Building coverage shall not exceed sixty(60)percent of the lot area. Comment: Building coverage,with the new building is 30.5 percent. c. Parking,loading,driveway and fire lane design shall be subject to review and approval of the City Staff and Fire Marshal. Comment: The plans have been provided to the Fire Chief. Also,the Applicant has provided a turn exhibit indicating how access can be provided through the site. d. Adequate space is provided for snow storage. Comment: The plans indicate areas for snow storage that are not driveways or parking areas. e. Fire hydrant location shall be subject to review and approval of the Fire Marshal. Comment: The Fire Chief will comment on the fire access and water services. f. All driveways and parking areas are to be hard(blacktop or concrete) surfaced and adequate turning radius for fire truck maneuverability is to be maintained throughout the site. Designated snow storage space is to be provided to insure adequate and safe access during winter months. Comment: The driveways and parking areas are paved. g. In an on-premises"caretaker dwelling unit is provided on site,constructions of said dwelling unit shall conform to all design standard regulations for dwelling units of the Minnesota State Building Code and the Oak Park Heights Zoning and Building Code. The occupancy and minimum interior 3 and floor area standards shall be controlled by Sections 401. 15.0 of this Ordinance. Off-street parking shall be made available for said dwelling unit in conformance with Section 401. 15.F. Comment: The care-takers unit is proposed to be removed and the existing building will be used for office. h. Any structures having exposure to an adjacent residential use or public right-of-way, park, or similar public use areas shall be of brick, rock face block, natural stone, wood, or stucco facing material. Comment: The building is being constructed from materials that are consistent with the Design Guidelines. A review of the building design follows in this report. I. No retailing, wholesaling, manufacturing, repair, or other such activity other than storage is to occur within the self-storage, mini-warehousing facility. Comment: There will be no retailing, wholesaling, manufacturing, or repair allowed onsite. j. Adequate analysis and provisions are made to resolve issues related to demand for services. No use shall be allowed that will exceed the City's ability to provide utility, police, fire, administrative or other services to the site. Comment: The use should not exceed any of the City's service capabilities. k. The provisions of Section 401.03.A. 7 of this Ordinance are considered and satisfactorily met. Comment: The criteria are reviewed as follows. The Planning Commission and City Council should also consider the conditional use permit criteria, found in Section 401 .03.A.7 of the Zoning Ordinance, as follows: 1. Relationship to the specific policies and provisions of the municipal comprehensive plan. 2. The conformity with present and future land uses in the area. 3. The environmental issues and geographic area involved. 4. Whether the use will tend to or actually depreciate the area in which it is proposed. 5. The impact on character of the surrounding area. 6. The demonstrated need for such use. 7. Traffic generation by the use in relation to capabilities of streets serving the property. 8. The impact upon existing public services and facilities including parks, schools, streets, and utilities, and the City's service capacity. 4 9. The proposed use's conformity with all performance standards contained herein (Le., parking, loading, noise, etc.). Comment: The Planning Commission and City Council should review the above criteria regarding the request for the Conditional Use Permit. The business should not have an adverse impact on the surrounding area or neighbors. There are residential properties to the west of the proposed building, but a large grove of mature trees, on the Public Storage property, are to remain and partially screen the structure. City Staff sees no issues with the request as proposed. Lot and Building Standards. Lot and building standards required in the B-3 District are as follows: Standard B-3 District Proposed Building/Site Lot Size 15,000 square feet 9 acres (392,400 sq ft) Lot Width 100 feet 480 feet at front lot line Front Yard Building 40 feet 100 feet (existing building) Setback Side Yard Building Setback 10 feet 97 feet south, 56 feet north (new building) Rear Yard Building Setback 20 feet 131 feet (new building) Building Height 35 feet 35 feet (3 stories) Parking Setback 10 feet More than 10 feet Impervious Coverage 80 percent max 59 percent Setbacks. The proposed setbacks for the new building as well as the existing setbacks are all compliant with the B-3 District standards. All of the parking and driveway areas are compliant and exceed the 10-foot setback requirement. Building Height. The maximum building height allowed within the B-3 District is 35 feet and 3 stories. The proposed structure will be three stories and 35 feet to the top of the building parapet. Parking. The office space for the storage facility would require six parking stalls. Six stalls, one of which is disability accessible, are provided adjacent to the office building. Each of the existing self-service storage units have adequate space in the drive aisles for parking. The City does not have a specific requirement for the storage facility as proposed, but the Applicant has indicated that 12 to 14 parking stalls for a facility of this size is adequate. The industry standard is 1 space per 6,000 square feet of net rentable storage area. Approximately 70 percent of the new building can be earmarked for net rentable storage area or 82,688 square feet, resulting in the need for 14 stalls on site. There are 13 exterior parking stalls and two additional stalls within the interior drive through loading lane. 5 The facility will have adequate parking spaces for employees and customers. Traffic Circulation/Curb Cuts. The site is accessed by Memorial Avenue North with one curb cut that will not change with the proposed improvements. As development continues in this area,it is expected that Memorial Avenue North will be reconstructed as an urban section of roadway with curb and gutter as well as sidewalks or trails. The City will condition approval of the project on the Applicant agreeing to escrow sufficient funds,as specified by the City Engineer,to complete the improvement or agree that the City will complete the work and petition for the public improvement, waiving notice of public hearing and assessments,as required under Minnesota Statute 429. Pedestrian Access. The City has planned for the eventual construction of a trail along the east side of Memorial Avenue North that would be completed with reconstruction of this roadway as an urban section. There would be no easements required of Public Storage. Snow Storage. The plans indicate areas for snow storage that are off the paved driveway and parking areas. Landscaping. The submitted landscape plan is subject to City Arborist review and approval. City Arborist comments are found as Exhibit 24 to this report. Lighting. The submitted photometric plan illustrates light levels are within the maximum requirements of the lighting standards found in Section 401.15.6.7 of the Zoning Ordinance. There are no freestanding fixtures currently on site or proposed.The existing light fixtures as well as the new fixtures are building wall mounted and are full cut off. All light fixtures will need to comply with Section 401.15.6.7 of the Zoning Ordinance as it relates to lighting requirements. Trash Storage. The plans show the location and design of the trash enclosure. The structure will be located near the office and will be constructed of the same block to match the new building and office. The enclosure gates will be metal. Mechanical Screening. The plans indicate that the roof top mechanical units are provided with screening enclosures.All mechanical equipment shall be required to be screened as provided in accordance with the Zoning Ordinance requirements. Grading,Drainage,Erosion Control and Utilities. Grading,drainage,erosion control, and utility plans are subject to review and approval by the City Engineer. The plans indicate that an existing water well will be capped. Additionally,the septic system has likely been abandoned,but the Applicant will verity with Washington County.Storm water issues are subject to review and approval by the Brown's Creek Watershed District. 6 The sanitary sewer and water connection charges for this property have not been paid. With the expansion of the facility, including a new building with a fire suppression system and restrooms, the connection charges will be required. At the time of the last expansion in 1999, the connection charges would have been $104,714. Currently, the charges are $149,580. The Applicant is requesting that the connection charges be based upon the time of the last improvements in 1999 and not the current rates. The City Council would need to consider this request as part of the approvals. Signage. Freestanding Sign. There is an existing pylon sign that will be rebranded to current Public Storage standards. The existing sign is grandfathered, although may comply with current standards for this district. No other freestanding signs are proposed. Wall Signage. The following wall signage is proposed: Total No. Sign Square Feet of Signs North Façade, New 108 1 Building West Façade, New 108 1 Building East Façade, New 108 1 Building East Façade, Office 50 1 Building, Public Storage East Façade, Front 61 1 Building TOTAL 435 5 The Zoning Ordinance would allow for three wall signs on separate building facades for each building. The Applicant has proposed a total of five wall signs, three for the new building and one each for the office building and the building fronting on Memorial Avenue North. The "Rental Office" and "Loading" signs on the office building are considered as informational and not counted in the total. The total allowable wall sign area would be 400 square feet and a maximum of 150 square feet per sign. The existing pylon sign, at 100 square feet is not included in this total. The plans indicate a total of 435 square feet of wall signage. Staff recommends that the wall sign on the west façade of the new building be removed in that may not be visible and is near to a sign proposed on the north facade. That would allow the site to be compliant in overall square footage of sign area. The Planning Commission and City Council can consider issuing a Conditional Use Permit to increase the sign area. 7 Sign Illumination. The pylon sign is proposed to be internally lit. The wall signs are internally lit and will be compliant with the Ordinance.The signs will be required to comply with the Zoning Ordinance lighting requirements. Staff will approve the lighting specifications for the signs at the time of permitting. Design Guidelines Sustainable Guidelines. The Applicant has addressed sustainability with the following statement: Public Storage will utilize LED lighting for all exterior site and interior building lighting. Interior LED lights will incorporate the use of motion detectors so that when the affected storage areas are not in use, non-emergency lights will turn off to save power. The restrooms utilize low flow toilets and automatic motion sensing lavatories. Architectural Guidelines. Facade Treatments The proposed building will have a definite base, middle and top. The facades feature a mixture of materials, textures and colors. The northeast corner of the building will incorporate glass as a part of the facade. The existing building fronting Memorial Avenue North will also be updated with split face block and a more interesting facade. Corrugated storage doors in the Public Storage color will break up the length of the facade. Ground Level Expression The proposed structure is a three-story building with limited visibility to Highway 15. The entrance for loading is distinguished by a lower facade height and glass doors. The upgrades to the building fronting Memorial Avenue North will provide more visual interest. Transparency The proposed building uses spandrel glass on the east facade, and minor glass on the north and south elevations within the garage doors. The Design Guidelines requires at least a 20 percent transparency on ground floor for retail and office uses. The proposed building will not need to comply with the transparency requirements. The office building was constructed prior to City adoption of the Design Guidelines. Entries The proposed building will be entered on the north side,through the loading area. The entrance will be distinguished by glass doors. 8 Roof Design The roofline is broken by a lower roof at the loading area. The rooftop mechanical equipment will be completely screened by the parapet and by screening boxes. Building Materials and Colors The applicant has provided color elevations for review. The primary building materials of architectural metal panels, CMU and glass will comply with the guidelines. The Planning Commission should comment. Building material samples will be available at the Planning Commission meeting. Franchise Architecture The building has been designed for this site and materials comply with the Design Standards. The Planning Commission should comment. Site Design Guidelines Building Placement The proposed building is set back from Memorial Avenue North and its visibility will be limited by existing buildings and trees. Parking Areas The parking areas meet all City standards. Much of the driveway and parking areas in front of the storage units are screened by existing trees. Storm water Storm water will be addressed by the City Engineer and Brown's Creek Watershed District. Pedestrian and Common Space When Memorial Avenue North is reconstructed, a trail will be constructed along the east side of this right of way. Landscaping Significant tree coverage exists on the west side of the site. Four trees are to be removed in this area. Existing trees on the north and south sides will, for the most part be retained. The Applicant has proposed adding six trees along the Memorial Avenue frontage. Trees/Shrubs The trees and shrubs used in the landscape plan shall be subject to the review and approval of the City Arborist. Utilites/Service/Loading/Drive-Through/Storage Areas Addressed elsewhere in the planning report. Lighting Addressed elsewhere in the planning report. 9 Signage Addressed elsewhere in the planning report. Pedestrian/ Bicycle Routes A bike rack will be required. The applicant should identify a location. CONCLUSION / RECOMMENDATION Subject to the preceding review, City staff recommends approval of the following listed requests subject to the conditions that follow: • Planned Unit Development amendment for more than one principal building. • Conditional Use Permit for storage facilities in the B-3 District. • Design Guidelines/Site Plan Review The Planning Commission should discuss whether to recommend a Conditional Use Permit for allowable square footage of wall signage area. 1. The Applicant shall agree to escrow sufficient funds, as specified by the City Engineer, to complete the improvement of Memorial Avenue North to an urban section, including all trails or sidewalks or agree that the City will complete the work and petition for the public improvement, waiving notice of public hearing and assessments, as required under Minnesota Statute 429. 2. With expansion of the facility, including a new building with a fire suppression system and restrooms, the sanitary sewer and water connection charges will be required. At the time of the last expansion in 1999, the connection charges would have been $104,714. Currently, the charges are $149,580. The Applicant has requested that the connection charges be based upon the 1999 rates and not the current rates. The City Council would need to consider this request as part of the approvals. 3. All grading, drainage, erosion control, and utility plans are subject to review and approval of the City Engineer. Storm water plans are also subject to review and approval of the Browns Creek Watershed District. 4. The existing water well shall be capped and if required by Washington County, the septic system shall be abandoned. The Applicant shall verify with Washington County if the septic system has already been abandoned. 5. All light fixtures shall be full cut off, compliant with the height requirements, and be consistent with Section 401.15.6.7 of the Zoning Ordinance as it relates to lighting requirements. 10 6. The Planning Commission should consider whether to allow a Conditional Use Permit for 435 square feet of wall sign area. 7. All signs shall be designed to comply with the Zoning Ordinance requirements for internal illumination. 8. The Planning Commission shall comment on the building design and building materials. The applicant shall provide building material samples for Planning Commission review. 9. All mechanical equipment on the roof or on the site shall be fully screened in accordance with the provisions of the Zoning Ordinance. 10. The landscape plan shall be subject to the review and approval of the City Arborist. 11. A bike rack should be identified on the site plan and placed on site. 12. No retailing, wholesaling, manufacturing, repair, or other such activity other than storage is to occur onsite. 13. Fire access and water supply shall be subject to the approval of the Fire Chief. Pc: Julie Hultman 11 84.41 aoway i .dlti'ii'+U. ti It [ tut .Li yitlde;Ulty. March 9, 2018 City of Oak Park Heights Eric Johnson — City Administrator 14168 Oak park Blvd. Oak Park Heights, MN 55082 Re: Conditional Use Permit Application- Project Narrative 5710 Memorial Avenue N - Public Storage Redevelopment Dear Eric, Thank you for your help these past few weeks in our preparation of a formal submittal of a Conditional Use Permit Application for a proposed redevelopment of the existing and operating Public Storage facility at 5710 Memorial Avenue N. Below you will find a narrative describing the proposed intention for redevelopment. The existing site operates as a self-serve storage facility with drive-up service to rental units accessed by roll-up garage doors. This redevelopment proposes to demolish one of these buildings and a portion of another to construct a new, state-of-the-art, multi-story, climate controlled, indoor storage facility between existing drive up rental unit buildings to remain and a large cluster of mature trees at the very back of the lot. The newly constructed indoor storage facility will also provide two interior drive through loading lanes to allow for customers to load/unload out of the elements. The site is currently serviced by one vehicular access on Memorial Avenue that will remain unchanged. Accompanying construction of a new building, Public Storage is proposing a rebranding of the existing storage building and the existing office building that are adjacent to the Memorial Avenue frontage. Exterior modifications are proposed for each of these buildings. Details regarding the proposed redevelopment can be found in the materials submitted to you on 3/12/2018. Please do not hesitate to contact me with any questions or concerns. Sincerely, Jeff Weeder Site Development Project Manager Galloway & Company Inc. 303-770-8884 jeffweeder@GallowayUS.com Galloway & Company, In e 303.770.8884. 6162 S. Willow Drive, Suite 320 • Greenwood Village, CO 80111 e www.GallowayUS.com Ga oway April 9, 2018 City of Oak Park Heights Eric Johnson—City Administrator 14168 Oak park Blvd. Oak Park Heights, MN 55082 Re: Conditional Use Permit Application-Project Narrative 5710 Memorial Avenue N-Public Storage Redevelopment Dear Eric, On March 22.2018 Galloway was notified that Public Storage's application for Conditional Use Permit Application for a proposed redevelopment of the existing and operating Public Storage facility at 5710 Memorial Avenue N.had been rejected for insufficient information. The drawings have been updated to include requested information and a new application is being sought. Below you will find a simple narrative describing the proposed intention for redevelopment. The existing site operates as a self-serve storage facility with drive-up service to rental units accessed by roll-up garage doors. This redevelopment proposes to demolish one of these buildings and a portion of another to construct a new, state-of-the-art,multi-story,climate controlled,indoor storage facility between existing drive up rental unit buildings to remain and a large cluster of mature trees at the very back of the lot. The newly constructed indoor storage facility will also provide two interior drive through loading lanes to allow for customers to load/unload out of the elements. The site is currently serviced by one vehicular access on Memorial Avenue that will remain unchanged. Accompanying construction of a new indoor storage building, Public Storage is proposing a rebranding of the existing storage building and the existing office building that are adjacent to the Memorial Avenue frontage. Exterior modifications are proposed for each of these buildings and details of these modifications can be found in the submitted drawing set. Details regarding the proposed redevelopment can be found in the materials submitted to you on 4/10/2018. Also included in this submittal is a point-by-point response letter addressing each of the insufficiencies cited for rejection of the initial application Please do not hesitate to contact me with any questions or concerns. Sincerely, Jeff Weeder Site Development Project Manager Galloway&Company Inc. 303-770-8884 jeffweederGallowayUS.com Galloway& Company, Inc. • 303.770.8884.6162 S.Willow Drive,Suite 320•Greenwood Village, CO 80111 •www.GallowayUS.com � � 2 pu4L -c � LJ0n� �° 1 Galloway M I NE IIFFF I.����\yI(1II (\7(�I M BENCHMARK TOa S.lnn•,Dg.A ndedue Eng peen q V O U V IJ I 1J V LI �/ '� Q V I U\'I O f ll U I I 'I TOP NW Of f101nxOwf lrvOxMrt ALpp Tarte nlo'OEmv1Y4 3Ot7?0 4 ORM B .s}II c ' VV JJ 1111 Ll LI [�AnY�E7E.CO em1t x e� - y4 � = 1 oar �za � nn -- =_ r I ija "us9 Hirt OV& BASIS OF BEARING ���111 UUU LLLJJJ IIIJJJ lJVLJ DR WARN.Row.n(eW YAREEaOoIDEOnSTOTpraCam, COflIT1 RAO DEO TIM TOIL WSKIT FEET ATO DE YORK OSI .NAVD COMMM60ARA140101.00��TDOWALS VRTWINI.1TIM00ERATENLVAIIR rowTmr, CONDITIONAL USE PERMIT PLANS LEGAL DESCRIPTION PEOPROYECRINXI1 MAW/AMUR TATE EE LtAti corm TOLL comma PROJECT INFORMATION MANOR NC6EIMW. AD .�/ LOTS HDRIEI.NOTEM(101 ALRR ROOT I00R . MOWN, RRA DODRE8&5710 WORK NORTH,DO WOWS,MIBIESOTA MO —-- R IEE SHEET INDEX DADRm . ,GI N ,RAEKT. EDTA PROPERTY OWNER DWG No. DESCRIPTION SECURE DSTORAGE PARTNERSHIP. INN GE UNTO) A MINNESOTA LASTED PARTNERSHIP 701 WESTERN NI AVE. -- GLOO .CA91201 CP0.0 COVER SHEET TEL pip 24440)0 C0.1 ALTA SURVEY DEVELOPER/APPLICANT C1.1 SITE PLAN RSTORAGE. INC. C1.2 HORIZONTAL CONTROL PLAN Y208KAVENUE SITE C1.3 SITE DETAILS PXANO,7%16011 60720 TEL 0010 lTTCUMPIG 1017/o C1.4 SITE DETAILS TN AT600TTCUNIK}VM EDQNNeIaluAtePWMy„p.os C1.5 OVERALL ADJACENT BUILDINGS PLAN CIVIL ENGINEER/ENTITLEMENT CONSULTANT GALLOWAY ACOEFNIY SAC C2.1 GRADING PLAN BMP MAINTENANCE NOTE: ALL EROSION AND SEDIMENT CONTROL PRACTICES ANO OTHER nnaMLGwDRE3RE126 C3.1 EROSION CONTROL PLAN-INITIAL PROTECTIVE MEASURES IDENTIFIEDNTHESWMPMUSTBE TEL GROIN VIIAAGE Caauoo e0111 MAINTAINED IN EFFECTIVE OPERATING CONDITION.PROPER r�f»I/>4e�N C3.2 EROSION CONTROL PLAN-INTERIM/FINAL SELECTION AND INSTALLATION OF SMITS AND IMPLEMENTATION FAX TM)name ATT'05 C4.1 UTILITY PLAN OF COMPREHENSIVE INSPECTION MO MAINTENANCE ARCHITECT PROCEDURES IN ACCORDANCE WITH THE SVAAP,SHOULD BE C4.4 PHOTOMETRIC PLAN ADEQUATE TO MEET THIS CONDITION.BMPS THAT ARE NOT NESE nALSARE AN INSTRUMENT Of GALLOWAY 8 COMPANY,ENC. lir SERVICE MID ARE THE PROPERTY OF SO 6.WILLOW CRIME.SUITE 120 ADEQUATELY MAINTAINED IN ACCORDANCE WITH G000 GALLOWAY.AND MAY NOT SE OUP4UTED. C4.5 PHOTOMETRIC DETAILS ENGINEERING,HYDROLOGIC AND POLLUTION CONTROL OWL ORM.OR REPaaOLxEOWmldrr GREENWOCO V4L1L1E,COLORADO 60111 O LRM. R REPRODUCED OF TEE TEL pos)ROMArxrti 770.$864 VICINITY MAP Ll.l LANDSCAPE PLAN PRACTICES,INCLUDING LE L OF COLLECTED SEDIMENT cRR*ec'T.CVPrRIDRYTD map FAX NETDFxNAEME WILL BE ENFORCED MNG KALE I VICINITY OUTSIDE THE ACCEPTABLE TOLERANCES OF THE BMPS,ME NFARANt EO ATTN IME,MAT-NEWS _ L1.2 LANDSCAPE NOTES CONSIDERED TO BE NO LONGER OPERATING EFFECTIVELY AND LANDSCAPE ARCHITECT _ _/ N. N Al.l TYPICAL FLOORPLANS Musr�AooREssED GALLOWAY L cavA n.PIC NOTE:CONTRACTOR S RESPONSIBLE FOR PROVIDING ALL 11RNWOO3. D PLUM..COLORLOE ADO /4 \N. N N A2.1 ARCHITECTURE ELEVATIONS GREENWOOD PLUM.co1DRADo I0111 / EL04 f10117IDeeeA // / \ LOCAL INFORMATION FOR FINAL ACCEPTANCE OF WORK FOR ANY ATMO)MOM /// // \ LOCM,STATE OR FEDERAL AGENCY,UTILITY DISTRICT OR ANY CO OTHER AGENCY OR DISTRICT HAVAG APPROVAL AUTHORITY0 /OILKBA LOT5 N. Z GEOTECHNICAL ENGINEER_ // / N I / OVERWORK THIS INFORMATION MAY INCLUDE,SP IS NOT I�ENONEERM / / LIMITED TO,AS-BULT PLANS,CERTIFICATIONS,INSPECTIONS a SLATE t�s.INC. .. — // / /Kiss \ / AND REPORTS. > 2 Q S. Cl'--I— GMwr%15210 / < \ QO """1°00°`FD`41'`' `/ -. // , /7'``� // RECEIVED APR 1 0 1018 TO OBTAIN AUTOCAD FILE FROM ENGINEER ANDCt W SURVEYOR 28 / / VERIFY ALL HORIZONTAL CONTROL DIMENSIONING PRIOR TO TEL gu)SIII-M15 Z W _Z e1EBIRooD PROFESSIONAL SERVICES,INC. / �� ,\ CONSTRUCTION STAKING.SURVEYOR MUST VERIFY ALL EOM RAM MN 561u �/ ,` �ITM PAWRAM CANE �� ``\J` I /�\ ENSURE URE IMPROVEMENTS WK.LNCHMARK,BASIS OF wE THE SAME OG ARID DATUM RIZONTALTION O 0 Z TA 1562D p7dt50 AND VERTICAL LOCATIONS SHOWN ON THE DESIGN W I-- W ATM MOM CARSON / N `\ Y N CONSTRUCTION PLANNING \ �+ \ \ STAgWYDISCREPyyINMICYMBE.PRIOR OCREPORTE REPORTE• D Q= QTY OF GML PARK HEIGHTS.ROOM OEPARIIEM \ \ \ AND ENGINEER PRIOR TO CONTINUATION OF ANY FURTHER J 0 11 NMI WPM K DOUIEVAPD NOR H • N. 1 / \ STAKING OR CONSTRUCTION WORK �— Q OW PARK HEIGHTS 5908 N.N. N.N / r / N.\ O(n A TEL pi) �NLLTwvN N. ( LOT: / \ NOTE:CONTRACTOR MUST COORDINATE WORK WRH UTILITY Cl) Z Y \ COMPANY MIO CITY PRIOR TO BEGINNING WORK MND IS aC IX ENGINEERING DEPARTMENT N N / RESM/ISIBLEFOR AU.MATERIALS. ABOR,REPAIRS.ETC.TO V_ U W me HIGHWAY x MST N. \ \ / COMPLETE WORK AND RESTORE AREA TO SAME STATE PRIOR J J d \ 70 STARTING WORK 03 — p Y M.PALL,AIN 68111 N. /J N \ TEL INst)eD11Eo i\ N./ NOTE:CONTRACTOR RESPONSIBLE FOR AS-BUILT DRAWINGS. D- 0 in 0 ATM TEE AWMI \ \ N.N BUILDING DEPARTMENT TESTS,REPORTS MOOR ANY OTHER CERTIFICATES OR SITE MAP INFORMATION AS REQUIRED FOR ACCEPTANCE OF WORK QTY of GM PARK IEIGIfT$•BUXOM DEPARTMENT FROM CITY,UTILITY DISTRICTS OR ANY OTHER GOVERNING 0700PNB(BOULEVARD NORTH rwl!'r-sr ()WPM WWII MN 550!2 AGENCY. 1 OILY YRE/OEEGIPOon In. TEL Wil x+-wt GENERAL CONSTRUCTION NOTES ATMALE MOWN -" 1�R ROO Ola rc DEPARTMENT PERM""1 Y°OR(aEt 14""R0R'B"E TO rt *� r SOIL PREPARATION AND PAVEMENT DESIGN NOTE — MEWL COMIMCIOM054 --FIREBAYPORT FIRE DEPARTtAEI/i Ka 4904ICFI ASE rMe,ENr.aoMDWLre RR IEC.EBOATIGENILEIA 4012 TTN AVENUE NORTH i AMREER%D Rom M[EITIERROEONEE aIAMwEABRr.MANGE SOWED EOROECN NlFOATNERARm ROA MR ERTEy1VL.p EORO1KM AN MO A FRYArt AOWVAYS NAL 86 PERM NDN TIE I.EFEROMM PEDDLED Fr DE OMP AIM RARTS TRE ENOEFHER EAROUD.I Aro AW Lra ROMEO EO AMC WORM*FACILITY TEL(851)2731401 mATmET -. BAATM ALLEN MINCER GEOTECHNICAL ENGINEER GILES ENGINEERING A. 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If �1 a Oak Peak Height MN 55092 1 'j0 "4P �y ? o81,0q i Y PS#25560 111 CO�• _gi11 *k 3 a � k< N ,# 2z Ga oway April 6,2018 City of Oak Park Heights Eric Johnson—City Administrator 14168 Oak park Blvd. Oak Park Heights,MN 55082 Re: Drainage Analysis 5710 Memorial Avenue N-Public Storage Redevelopment Dear Eric, This drainage memo has been prepared for the proposed Public Storage redevelopment at 5710 Memorial Avenue N in Oak Park Heights within the Kern Center Development. The purpose of this letter is to demonstrate that the proposed drainage for the climate controlled storage building will meet the requirements. The existing site consists of eight typical roll-up style storage buildings and several spaces of RV/vehicle storage. This site generally drains from northwest to southeast toward Memorial Avenue,however,the rear portion of the site declines in grade significantly and drains to the northwest. The northwest 20%of the site contains grasses and heavy scrub while the southeast 80%is developed and either covered with impervious surface or formal landscaping. The 120,300 sq.ft.(41,524 sq.ft.footprint)storage facility is located near the rear of the lot. To accommodate this building one existing drive up unit and several surface RV/vehicle storage spaces will be removed. The net effect of this improvement is a decrease in impervious area of 7,200 sq.ft.resulting in a net decrease in developed runoff from the site. With the development of the Kern Center,a subregional pond was constructed to provide water quality and detention for the bulk of the development.The subwatershed boundary is near the back of the building that will be demolished with this project and with the construction of the new building will remain unchanged.The Kem Center Pond will continue to function as it has historically and because of this no additional permanent stormwater BMPs will be required. Construction BMPs will still be necessary and approved by both Brown's Creek Watershed District and the City of Oak Park Heights as applicable. Drainage from the building will be designed to discharge to a concrete channel behind the building and then conveyed to the existing Swale along the south property line. Surface drainage will flow to a cross pan in the drive aisle fronting the building and tie into the concrete channel from the rear of the building before discharging to the swale along the south property line. This swale will discharge flows to a series of roadside ditches that convey runoff to the Kems Center Pond. These concrete channels will be sized to convey the peak 100-yr runoff as calculated per TR-55 The facilities presented on this CUP application are in conformance with the cooperative agreement between Brown's Creek Watershed District and the City of Oak Park Heights dated 12/14/2004 and still in effect. Adam Koester,PE Civil Engineering Project Manager Galloway&Company,Inc. Galloway&Compa:-. •303.770.8884.6162 S.Willow Drive,Suite 320•Greenwood Village,CO 80111•www.GallowayUS.com t'C) o dlOS3NNIW 'S1HJI3H JI�I'dd MVO �` 1 1 1 1 1 1 1 1 1 1 1 1 1 m v � 5. I V C0 a g HlaON 3nN3AV 1mOW3W OILS x fMM— = � 3 gl< 8 09952#Sd r Zs t0 1 ( dye, kis-81. x 8 r iIAm � m Itig g 30daols wend . I I I , H I I I I I I I , I LL W . 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'�/ �/:,.. -� -eye,_ "q,r.!�`[�$ _ ._ _ - _...-,..-J * i i 1 1 /,s_ .$ 'P / a T'dl'FYi re l - — 4 1®{ ft � �r� K �;,\.ij .i.-'r • •.% \f , - , ."Ye. .._.._ _ _ _ _54 1 hi S i R l f I 1,- -D •: - r _ I,r •rr Q C r -------- ' - s ilhilliiiil 1 � � I I �—�5 LLiJi — X 1 ert..#241- f .,� �: A 4* City of Oak Park Heights 14168 Oak Park Blvd N.• Box 2007•Oak Park Heights. MN 55082•Phone(651)439-4439•Fax 439-0574 Memorandum To: Eric Johnson, City Administrator Cc: Scott Richards, City Planner, Julie Hultman, Building Official From: Lisa Danielson. Arborist Date: 04/27/2018 Re: Public Storage-Landscape Plan Review I have reviewed the revised landscape plan sheets received on 04/25/2018 from Galloway & Company for the Secure Mini Storage. LP site. These plans and letter dated 04/24/2018 from Jeff Weeder (Galloway & Company Inc.) include the items that were requested in the 04/18/2018 landscape plan review to be submitted with the exception of the tree replacement calculation. The tree replacement requirement calculation is as follows: [(A/B) x C] x A=D A= Total Diameter Inches of Significant Trees Lost as a Result of the Land Alteration B= Total Diameter Inches of Significant Trees Situated on the Land C= Tree Replacement Constant (1.33) D= Replacement Trees Required (Number of Caliper Inches) [(59 C.I./2603 C.I.) x 1.33] x 59 C.I. =D D= 1.78 C.I. OR $267.00 Cash in Lieu of Replacement Option ($150 per C.I. 2018 rate) The Tree Replacement Calculation must be included with the final plans. Please contact me if you have any questions regarding this landscape plan review. Please feel free to forward my comments to the development team for this project. Stantec Consulting Services,Inc 2335 Highway 36 West,St.Paul MN 55113-3819 Stantec May 3,2018 File:193800151 Attention: Mr.Eric Johnson,City Administrator City of Oak Park Heights 14168 Oak Park Blvd.N.,PO Box 2007 Oak Park Heights,MN 55082-2007 Reference: Public Storage-Plan and Drainage Design Review Dear Eric, We have reviewed the preliminary plans submitted regarding the proposed improvements to the Public Storage site.Final review will be provided when final plans are submitted. Following are our comments and recommendations: Sheet C1.1-Site Plan 1. Are there any areas of heavy duty paving as referenced on the site details sheet C1.3? 2. Note#8 should include"truncated dome"as part of the warning strip description. 3. Note#10,spelling of"stripe". 4. There is no note in the site schedule for the depressed curb and gutter. Sheet C1.3-4-Site Details 1. Is it the intent that the site detail numbers correspond with the site schedule numbers on the site plan sheet C1.1? Some correspond in that way and some don't,it may be clearer for the contractor if they matched. 2. There does not appear to be any"catch curb"indicated on the site plan,shown in detail #8. 3. There does not appear to be a detail for the depressed curb and gutter. Sheet C2.1-Grading Plan 1. Add to note#7-"The contractor,at a minimum,shall remove any deposited sediments from the surrounding public streets at the end of each work day. Large deposits need to be removed immediately." 2. Note#11 refers to a storm system and stormwater detention facility. 3. Note#14 refers to storm water plans. 4. Note#17 refers to a stormwater detention basin at an elevation of 5428. 5. In larger rain events,runoff may tend to leave the confines of the 2-foot cross pan, particularly in the areas where the water will need to turn a corner to stay within it. Ensure that those areas are adequately established with turf so that erosion does not become an Design with community in mind May 3, 2018 Eric Johnson, City Administrator Page 2 of 3 Reference: Public Storage-Plan and Drainage Design Review issue. Provide the same in the area where the cross pan discharges on the south side of the site. Sheet C3.1-2-Erosion Control Plan 1. All erosion control practices need to be in accordance with all requirements of the Brown's Creek Watershed District and the approved SWMP. 2. Add to Note #1 - "Any sediment deposited in the surrounding public rights of way or adjacent properties shall be removed by the end of each day. Large deposits shall be removed immediately.The contactor shall respond to remove any sediment on the weekends as necessary." 3. See note #5 under the Grading Plan comments. 4. The City reserves the right to require additional erosion control measures as deemed necessary. Sheet C4.1 - Utility Plan 1. Provide to the City the final documentation regarding the abandonment of the well and septic system. 2. Note #5-Cover over water lines needs to be a minimum of 7.5-feet. 3. Notes #15 and #20-The City requires ductile iron pipe for the watermain. 4. Note #18 refers to a storm water plan. 5. Clarify what is proposed for the watermain that is shown running north-south through the site that is connected to the hydrants that are being removed. 6. Provide details for the utility construction items, hydrants, valves, bends, fittings, thrust blocking, manholes, connections, etc. All watermain and related appurtenances shall be per City standards and details. City detail plates will be provided. 7. Connections to the City's water and sanitary sewer systems will be coordinated with and approved by the City's representative(s). 8. Remove notes that are not applicable. Stormwater Drainage Review 1. Provide the City with documentation of the conditions and approval from Brown's Creek Watershed District. 2. The limits of the wetlands on the west end of the site need to be verified. Design with community in mind May 3,2018 Eric Johnson,City Administrator Page 3 of 3 Reference: Public Storage-Plan and Drainage Design Review General Comments 1. The City reserves the right to inspect the construction of the project. The City or its designee shall be present for water and sanitary sewer service connections to the City's systems. 2. The Owner will need to comply with all requirements of the NPDES Construction Stormwater Permit and the Brown's Creek Watershed District. The City reserves the right to require additional erosion control measures as determined/necessary during the construction of the project. 3. Parking, lighting, landscaping and building improvements to be reviewed by others. 4. The Owner shall be responsible for obtaining all required permits. 5. Utility construction and improvements in the right-of-way need to conform to the City's Standard Detail Plates. The City's details will be provided upon request. If you have any questions or require further information, please do not hesitate to contact me. Regards, Stantec Consulting Services Inc 431/1 72-ia„..,.„.„ Lee Mann, PE City Engineer Phone:651-604-4850 Lee.Mann@Stantec.com c. Andy Kegley, Public Works Director Julie Hultman, Building Official Scott Richards, City Planner Mark Vierling, City Attorney Lisa Danielson, City Arborist Design with community in mind • 3601 Thurston Avenue N, Suite 100 Anoka, MN 55303 Phone: 763.231 .5840 Facsimile: 763.427.0520 TPC@PlanningCo.com &Co PLANNING REPORT TO: Eric Johnson FROM: Scott Richards DATE: May 2, 2018 RE: Oak Park Heights — Holiday Inn Express — Conditional Use Permits for a Reduced Front Yard Setback, Reduction in Number of Parking Stalls, Allowance for Number of Wall Signs, and Request to Exceed the Building Height Requirement; and Design Guidelines/Site Plan Review — 5921 Memorial Avenue North TPC FILE: 236.02 — 18.01 BACKGROUND Kirk Schultz, representing Madison Hospitality Group, has made applications for Conditional Use Permits for a reduced front yard setback, reduction in number of parking stalls, allowance for number of wall signs, and request to exceed the building height requirement; and Design Guidelines/Site Plan Review to construct a four-story Holiday Inn Express at 5921 Memorial Avenue North. The Planning Commission, at its April 12, 2018 meeting, continued the public hearing and recommended the Applicant provide additional information on the project before making a recommendation. A discussion of what the Planning Commission requested, and the Applicant's response is as follows: EXHIBITS The review is based upon the following submittals: Exhibit 1 : Ramaker and Associates Response — April 26, 2018 Exhibit 2: Architectural Site Plan (A001 ) Exhibit 3: Site Fire Truck Check (Firetruck) Exhibit 4: Aerial View of Site Exhibit 5: View Looking SE from Highway 36 Exit Ramp Exhibit 6: View Looking S from Highway 36 Exhibit 7: View Looking NW from Intersection of Stillwater Blvd and 58th Street N Exhibit 8: View Looking SW from North Side of Highway 36 Exhibit 9: April 5, 2018 Planning Report with Exhibits ANALYSIS OF ISSUES In an April 20, 2018 letter to Mr. Schultz, City Staff requested additional information as discussed by the Planning Commission including: 1. Drainage calculations for the site. 2. Perspective diagrams showing the Holiday Inn Express building with the adjacent Stillwater Motors and Century Motors building elevations. This should be shown from Highway 36 as well as the corner of 58th Street and Memorial Avenue North. 3. A revised site plan that shows proof of parking stalls to meet the required number by ordinance, or a plan that indicates how parking will be addressed during high occupancy times. Exhibit 1 outlines the response from Ramaker and Associates, the Project Engineer. 1. The Engineer is working on the drainage calculations and it is expected they will be completed before the Planning Commission meeting. The City Engineer does not anticipate any engineering issues that will impact the site plan. 2. The perspective diagrams are attached. For reference the highest parapet of the Stillwater Motors building is 35 feet. The highest parapet of the Century Power building is 28 feet. The hotel is proposed at 47 feet, 10 inches. 3. The site plan has been reviewed by the Fire Chief with recommendations on fire equipment access. A revised site plan is attached with 105 parking stalls and seven additional proof of parking stalls for a total of 112. The site requires 115 parking stalls by Zoning Ordinance standards. The Applicant is requesting a Conditional Use Permit to vary from the requirement and has indicated in the narrative the justification for the lesser number of stalls. Based upon other hotels of this size, the proposed parking will adequately serve the site. CONCLUSION / RECOMMENDATION Subject to the preceding review, City staff recommends the Planning Commission consider the following listed requests subject to the conditions that follow: • Conditional Use Permit for Reduced Front Yard Setback • Conditional Use Permit for Reduction in Number of Parking Stalls • Conditional Use Permit to Exceed the Building Height Requirements • Conditional Use Permit for Number of Wall Signs • Design Guidelines/Site Plan Review 2 1. The Applicant shall agree to escrow sufficient funds, as specified by the City Engineer, to complete the improvement of Memorial Avenue North to an urban section, including all trails or sidewalks or agree that the City will complete the work and petition for the public improvement, waiving notice of public hearing and assessments,as required under Minnesota Statute 429. 2. The sidewalk from the main entrance to the hotel should be extended at this time to the roadway pavement. When Memorial Avenue North is reconstructed, a sidewalk will be added along this roadway. 3. All grading, drainage, erosion control, and utility plans are subject to review and approval of the City Engineer. Storm water plans are also subject to review and approval of the Browns Creek Watershed District. 4. All light fixtures shall be full cut off, compliant with the height requirements, and be consistent with Section 401.15.6.7 of the Zoning Ordinance as it relates to lighting requirements. 5. The Planning Commission shall comment on the lighting of the building's architectural features and the proposed light fixtures. 6. All signs shall be designed to comply with the Zoning Ordinance requirements for internal illumination. 7. The Planning Commission shall comment on the building design and building materials.The applicant shall provide building material samples for Planning Commission review. 8. All mechanical equipment on the roof or on the site shall be fully screened in accordance with the provisions of the Zoning Ordinance. 9. The Applicant shall provide a snow removal plan or indicate if the snow will be hauled off site. No parking stalls shall be used for snow storage. 10. The Planning Commission should consider whether to allow the Conditional Use Permit for a forth wall sign. 11. The landscape plan shall be subject to the review and approval of the City Arborist. 12. A bike rack should be identified on the site plan and placed on site. 13. The Applicant shall discuss methods of construction and site design as it relates to sustainability with the Planning Commission. 3 &I ' I RAMAKER & ASSOCIATES, INC. Responses to 4/20/2018 CUP Application Letter 3 Staff Comments: 1 . Drainage calculations for the site: a. Calculations are still in progress currently and are not complete. We do have results of the soil borings, which did not reveal anything detrimental to the storm water drainage calculations. Our struggle has been with the watershed district. We have reached out numerous times to gather information necessary to complete our calculations. We are finally scheduled for a call with the district on Friday, April 27th. If we can get the information needed during the call, we can work on the calculations the week of April 30 and have the report to you soon after that. 2. Perspective diagrams: a. As an attachment to this response, we have included several views of the hotel from different viewpoints. The views show that the due to the location of the hotel on our site, the 4-story height does not adversely impact the neighboring properties. We also included an aerial view of the area to display the relationship of the hotel building to the neighboring properties. As you can see there is no impact from Highway 36 due to the height of the hotel. b. One other item for thought regarding the building height. Some of the other buildings mentioned that are 2 or 3 story hotels currently operating in Oak Park Heights. Of note is that most of these buildings have a pitched roof that when compared to the height of our parapet (flat roof) are not that much different. 3. Revised Site Plan: a. Immediately after the Planning Commission meeting on April 12, we took to the task of refining the site plan. At that time, we were able to get 2 additional parking stalls plus 7 proof of parking stalls achieve the code required 115 stalls. We then received notification on April 17th from the Fire Chief with the requirements for routing a fire truck through the site with access to all four sides of the building. Needless to say, this threw us off with the site layout. We ran several scenarios to get the truck access as required. We were able to achieve the truck routing and access to all four sides of the building (see attached diagram with truck routing). Unfortunately, we did lose a few stalls in this process. The revised site plan now has 105 parking stalls plus 7 proof of parking stalls for a total of 112. It should be noted that 5 of the proof of parking stalls would require a parking setback variance. These are located on the north end of the property, adjacent to HWY 36 so there is a large ROW beyond our property boundary. As stated previously, based on our years of experience with numerous hotels of this size, we still firmly believe this is a sufficient amount of parking for 98 hotel units. -i W z i 8: w ►/N� S a4 Cr)Q 43. j N ,r,' Av NeH{ sE –I (I) O L• n— • a '€ _ �d ` o i }-tom ' E Ao 4E212,8§1 ® �$ d ig g k o u 9 2 z � o� VP V 3 I S 1NIil rt 1?§io 0 a n CALE 1, Q try. I 51 1e \� 'moi to 1! 1 I a� Ln C � o� — _. 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Facsimile:763.427.0620 TPC@PlanningCo.com PLANNING REPORT TO: Eric Johnson FROM: Scott Richards DATE: April 5,2018 RE: Oak Park Heights—Holiday Inn Express—Conditional Use Permits for a Reduced Front Yard Setback,Reduction in Number of Parking Stalls,Allowance for Number of Wall Signs,and Request to Exceed the Building Height Requirement; and Design Guidelines/Site Plan Review—5921 Memorial Avenue North TPC FILE: 236.02—18.01 BACKGROUND Kirk Schultz, representing Madison Hospitality Group, has made applications for Conditional Use Permits for a reduced front yard setback, reduction in number of parking stalls, allowance for number of wall signs, and request to exceed the building height requirement; and Design Guidelines/Site Plan Review to construct a four-story Holiday Inn Express at 5921 Memorial Avenue North. The site is zoned B-3 Highway Business and Warehousing District and falls within the Destination Retail Highway Sign District. In that this is a totally new building on an empty lot,the Applicant will need to comply with the Design Guidelines for the building and site improvements. EXHIBITS The review is based upon the following submittals: Exhibit 1: Location Map Exhibit 2: Project Narrative,March 12,2018 Exhibit 3: Boundary/Topographic Survey Exhibit 4: Existing Conditions and Demolition Plan(C100) Exhibit 5: Proposed Site Plan(C200) Exhibit 6: Storm Drainage and Grading Plan(C300) Exhibit 7: Utility Plan(C400) Exhibit 8: Erosion Control Plan(C500) Exhibit 9: South Planting Plan(L100) Exhibit 10: North Planting Plan and Landscape Details(L101) rx E` • 4 Exhibit 11 : Electrical Site Plan (E002) Exhibit 12: Light Fixture Specifications Exhibit 13: Architectural Site Plan (A001 ) Exhibit 14: First Floor Plan (A101 ) Exhibit 15: Second Floor Plan (A102) Exhibit 16: Third and Fourth Floor Plan (A103) Exhibit 17: Exterior Elevations (A201 ) Exhibit 18: Picture of Holiday Inn Express, Eagan MN Exhibit 19: Sustainability Background Information PROJECT DESCRIPTION Kirk Schultz has provided a Project Narrative found as Exhibit 2. Excerpts from the narrative are as follows: Madison Hospitality Group (MHG) intends to develop a 4 story, 93 guest room Holiday Inn Express on what is currently known as the Stillwater Motors site, located at 5921 Memorial Drive. The hotel will offer a complimentary continental breakfast to guests and will include a small pool, fitness room, and a small meeting room for incidental use by the guests. Once development is complete, MHG will continue on as the ownership and management group as they develop properties for long term ownership. Timing of the project is anticipated as bidding during the late summer of 2018. Construction will start in the late summer/early fall of 2018 with an expected opening in summer of 2019. Agencies conducting reviews of the proposed development include the City of Oak Park Heights and Browns Creek Watershed District. These agencies will be reviewing for general compliance of rules and regulations within their jurisdiction. The site is currently zoned as B-3 Highway Business and also falls within the Destination Retail Highway Sign District. The project will be treated as a Conditional Use Permit due to a few areas where relief from zoning code requirements are requested. Zoning waivers requested are listed below. Detailed information for each can be found in the supporting information that follows. • Front Yard Setback — 40' min. required; +1-25' to porte cochere requested. All other building setbacks are met. • Parking Stall Count — 115 stalls required; 106 proposed. • Building Height — 3 stories/35' height max. allowed. 4 stories/47'-10" (to top of tallest parapet) proposed. 2 ISSUES ANALYSIS Comprehensive Plan. The property is designated as Highway Business/Warehouse on the Proposed Land Use Map. The use of the site as a hotel is consistent with the Comprehensive Plan. Zoning. The property is zoned B-3 Highway Business and Warehousing District. Motels/hotels are a Conditional Use provided that the lot area contains not less than five hundred (500) square feet of lot area per unit. With a 2.4-acre (104,599 square foot) site, and 93 units proposed, there is more than adequate lot area. Requests for a reduced front yard setback, reduction in number of parking stalls,allowance for number of wall signs, and request to exceed the building height requirement have also been made. A discussion of each of these requests will be made as follows in this report. Section 401.300.E.16 and Section 401.15.C.1.e.5) of the Zoning Ordinance provides criteria for review of the Conditional Use Permits. Lot and Building Standards. Lot and building standards required in the B-3 District are as follows: Standard B-3 District Proposed Hotel Lot Size 15,000 square feet 2.4 acres(104,599 sq ft) Lot Width 100 feet 171 feet,4 inches at narrowest point Front Yard Building 40 feet 25 feet to canopy Setback 50 feet to building 61 feet to building Side Yard Building Setback 10 feet 168 feet,4 inches north 102 feet south Rear Yard Building Setback 20 feet 55 feet,8 inches Building Height 35 feet 47 feet 10 inches(4 stories) Parking Setback 10 feet 10 feet Impervious Building 80 percent max 69 percent Coverage Setbacks.The proposed setbacks will comply with the requirements except for the front yard building setback to Memorial Avenue North. The building setback is 40 feet and the site plan indicates a 25 foot setback to the canopy structure. The building front yard setback is 50 feet in that the requested increase in building height also requires an increased setback. While the building meets all setback requirements,the setback for the canopy structure requires a Conditional Use Permit. Due to the configuration of the lot and the narrowness created by the cul de sac, a setback conditional use permit is reasonable. 3 Section 401.15.C.1.e.5) of the Zoning Ordinance allows for deviations from the setback by conditional use. Please find a review of this request as follows: 5) A required yard on a lot may be reduced by a conditional use permit if the following conditions are met: a) The reduction of setback requirements is based upon a specific need or circumstance which is unique to the property in question and which, if approved, will not set a precedent which is contrary to the intent of this Ordinance. Comment: The location of the cul du sac and the fact that it qualifies under the definitions as the front yard is unique to this lot and provides limitations on siting of buildings. Only the canopy structure, not the four-story building, is within the required front yard setback area. b) Property line drainage and utility easements as required by the City's Subdivision Ordinance are provided and no building will occur upon this reserved space. Comment: There will be no building located on the drainage and utility easements. c) The reduction will work toward the preservation of trees or unique physical features of the lot or area. Comment: There are no trees or unique physical features of the lot except for the existing location of the cul du sac. d) If affecting a north lot line, the reduction will not restrict sun access from abutting lots. Comment: There is no impact to abutting lots. e) The reduction will not obstruct traffic visibility, cause a public safety problem and complies with Section 401.15.8.6 of this Ordinance. Comment: The reduction will not result in any traffic or safety issues. f) The conditions of Section 401.03.A.7 of this Ordinance are considered and satisfactorily met. Comment: A review of the criteria indicates that this use would be compatible with the Ordinance. All parking and drive aisles must be set back at least 10 feet from the property line. All of the parking and driveway areas are compliant with this requirement. 4 Building Height. The maximum building height allowed within the B-3 District is 35 feet and 3 stories. The proposed structure will be 47 feet, 10 inches to the highest parapet with four stories. Section 401.300.E.16 provides for deviations from the maximum building height by conditional use. Please find a review of this request as follows: 16. Buildings in excess of three (3) stories or thirty-five (35) feet provided that: a. The site is capable of accommodating the increased intensity of use. Comment: The site is of adequate size to accommodate the request. b. The increased intensity of use does not cause an increase in traffic volumes beyond the capacity of the surrounding streets. Comment: The hotel use will not exceed the capacity requirements for the existing roadways. c. Public utilities and services are adequate. Comment: The public utilities and services are adequate to serve the site. d. For each additional story over three (3) stories or for each additional ten (10) feet above thirty-five (35) feet, front and side yard setback requirements shall be increased ten (10) feet. Comment: The front and side yard requirements are met for the 4-story building. Only the canopy structure, at approximately 17 feet in height is within the required 40-foot setback. e. The project shall comply with the Minnesota Sustainable Building 2030 (SB2030) energy standards and Minnesota Sustainable Building Guidelines (B3) or as amended. Comment: The project narrative addresses in detail how the project will comply with the Minnesota Sustainable Building 2030 energy standards. There are some aspects of those standards that the project will not be able to comply. Additionally, the hotel will utilize the Green Engage program that will help the hotel "monitor, reduce, and manage waste, water and energy consumption and carbon emissions. An explanation of that program is found as Exhibit 19. f. There shall be no parking in the yards facing adjacent rights of way. Comment: There will be parking within the front yard, but that area will be significantly landscaped to reduce the impact from Memorial Avenue North. 5 g. On the third and upper floors, windows and/or architectural features that provide interest shall be included on all four sides of the building when permitted within the building code. Comment: The building features an articulated roof line, windows, and changes in building materials at the upper two stories. h. Abrupt changes in building heights and/or roof orientation shall be diminished by offsets of building form and mass. Comment: There is only a slight change in the building height at the front entrance of the building. i. Recesses and projections to visually divide building surfaces into smaller scale elements shall be included. Comment: The building features a prominent projection in the facade at the front entrance and the building surfaces features changes in building materials and colors. j. Color shall be used to visually reduce the size, bulk and scale of the building. Comment: Color is used to reduce the appearance of size, bulk and scale of the building. k. Buildings forty (40) feet or over shall provide rooflines with articulated features. Comment: The roofline includes an articulated feature at the front entrance. 1. Location of back flow prevention devices and the fire sprinkler riser shall be identified on project plans submitted for site and design review and shall be located inside the building. Comment: The Building Official shall review the plans to assure that the building code requirements are met. m. The provisions of Section 401.03.A. 7 of this Ordinance are considered and satisfactorily met. Comment: The criteria shall be reviewed as follows in this report. The Planning Commission and City Council should consider the conditional use permit criteria, found in Section 401 .03.A.7 of the Zoning Ordinance, as follows: 6 1. Relationship to the specific policies and provisions of the municipal comprehensive plan. 2. The conformity with present and future land uses in the area. 3. The environmental issues and geographic area involved. 4. Whether the use will tend to or actually depreciate the area in which it is proposed. 5. The impact on character of the surrounding area. 6. The demonstrated need for such use. 7. Traffic generation by the use in relation to capabilities of streets serving the property. 8. The impact upon existing public services and facilities including parks, schools,streets,and utilities,and the City's service capacity. 9. The proposed use's conformity with all performance standards contained herein(i.e.,parking,loading,noise,etc.). Comment: The Planning Commission and City Council should review the above criteria regarding the request for Conditional Use Permits. City Staff sees no issues with the requests as proposed, except for the fourth wall sign. As discussion of that request is as follows in this report. Parking. The Zoning Ordinance, in Section 401.15.F, requires one space for each rental unit plus one additional space for each 10 units, plus one space for each employee shift for hotels. Per this requirement, the site would require 115 parking spaces. The site plan indicates 106 parking spaces on site. The Applicant is requesting a Conditional Use Permit to vary from the requirement and has indicated in the narrative the justification for the lesser number of stalls. Based upon other hotels of this size,the proposed parking will adequately serve the site. The site will also accommodate five disability accessible stalls in compliance with requirements. All the parking stall and driveway dimensioning is within the requirements of the Zoning Ordinance. Traffic Circulation/Curb Cuts. The site will be accessed by Memorial Avenue North with two curb cuts. The Zoning Ordinance indicates that driveway access curb openings on a public street shall not be located less than 40 feet from each other for commercial properties. The two curb cuts are significantly more than 40 feet apart. As development continues in this area, it is expected that Memorial Avenue North will be reconstructed as an urban section of roadway with curb and gutter as well as sidewalks. The City will condition approval of the project on the Applicant agreeing to escrow sufficient funds,as specified by the City Engineer,to complete the improvement or agree that the City will complete the work and petition for the public improvement, waiving notice of public hearing and assessments,as required under Minnesota Statute 429. Pedestrian Access. The site plan indicates a connection to a future sidewalk on Memorial Avenue North. The sidewalk should be extended at this time to the existing roadway pavement. When Memorial Avenue is reconstructed,a sidewalk will be added 7 along this roadway. Having the connection on the hotel property at this time will assure pedestrian access to the site. Snow Storage. The plans do not indicate an area for snow storage. The applicant shall provide a plan or indicate if snow will be hauled off the site. Landscaping. The submitted landscape plan is subject to City Arborist review and approval. City Arborist comments are found as an Exhibit to this report. Lighting. The submitted photometric plan illustrates light levels are within the maximum requirements of the lighting standards found in Section 401.15.B.7 of the Zoning Ordinance. Light standards may not exceed 25 feet from the ground surface to the top of the light fixture. The lighting plans indicate pole heights at 30 feet, but the narrative indicates the pole height at 15 feet. The plans will need to be revised to reflect a compliant pole height. The freestanding light fixtures, as provided in the application materials, are to be a LED fixture that will be full cut off, including the bollard lights at the front of the building. There are several wall fixtures proposed for the structure. The architectural accent lights are proposed to provide up, side and downlighting. The City has only allowed down or up architectural lighting. The plans should be revised to reflect his change. The Zoning Ordinance allows for decorative fixtures and lighting of architectural features, subject to approval of the City Council. The Planning Commission should comment on the use of the architectural lighting. All light fixtures will need to comply with Section 401.15.B.7 of the Zoning Ordinance as it relates to lighting requirements. Trash Storage. The plans show the location and design of the trash enclosure. The structure will be constructed of brick to match the hotel and the gates will be metal. Mechanical Screening. The plans indicate that the roof top mechanical units are provided with screening enclosures. All mechanical equipment shall be required to be screened as provided in accordance with the Zoning Ordinance requirements. Grading, Drainage, Erosion Control and Utilities. Grading, drainage, erosion control, and utility plans are subject to review and approval by the City Engineer. There are additional engineering details that have been requested by the City Engineer. These items will need to be provided prior to approval by the City Council. Storm water issues are also subject to review and approval by the Brown's Creek Watershed District. Signage. Freestanding Sign. The applicant has proposed one monument sign at the southerly entrance to the site. The proposed monument sign would be 20 square feet in size and six feet in height. The sign regulations allow for the monument sign as proposed. 8 Wall Signage. The following wall signage is proposed: Total No. Sign Square Feet ; of Signs North Facade: 122 1 South Facade: 122 1 East Facade: 122 1 West Facade: 122 1 TOTAL 488 4 The Zoning Ordinance would allow for three wall signs on separate building facades. The Applicant should remove one of the wall signs to be compliant, or the Planning Commission and City Council can consider issuing a Conditional Use Permit to increase the number of allowable wall signs. Staff would recommend that three signs be allowed, in that it is consistent with most of the signage allowed on the Highway 36 corridor. The total allowable wall sign area, would be 500 square feet in that the site is within the Destination Retail Highway District. With the monument sign the proposed sign area is 508 square feet, which is allowable. Siqn Illumination. The monument sign is proposed to be internally lit. The wall signs are internally lit and will be compliant with the Ordinance. The signs will be required to comply with the Zoning Ordinance lighting requirements. Staff will approve the lighting specifications for the signs at the time of permitting. Design Guidelines Sustainable Guidelines. The project narrative addresses how the project will comply and not comply with the Minnesota Sustainable Building 2030 energy standards. Additionally, the hotel will utilize the Green Engage program, that will help the hotel "monitor, reduce, and manage its consumption and emissions. An explanation of that program is found as Exhibit 19. Architectural Guidelines. Façade Treatments The building will have a definite base, middle and top. The facades feature different materials, textures and colors. There is also a prominent entrance canopy and a varied parapet height to provide architectural interest. 9 Ground Level Expression This is a four-story building with excellent visibility to Highway 36. The main entrance is well defined by different building materials and the entrance canopy. Transparency The building uses glass on all the facades. The Design Guidelines requires at least a 20 percent transparency on ground floor, street facing facades. The ground floor of the façade facing Memorial Avenue is 23 percent transparent. Entries The building features a prominent entry with an entrance canopy. Roof Design The roofline is broken by a raised parapet at the front entrance. The rooftop mechanical equipment will be completely screened, except that one box is shown as not being screened. The Applicant should provide more information. Building Materials and Colors The applicant has provided color elevations for review. The primary building materials of brick, stone and glass will comply with the guidelines except that the east and west facades fall a few percentage points from the recommended amount of primary building materials. The Planning Commission should comment. None of the prohibited building materials will be used. Building material samples will be available at the Planning Commission meeting. Franchise Architecture The building is a franchise design, but the design and materials comply with the Design Standards. This should be discussed by the Planning Commission. Site Design Guidelines Building Placement The proposed building has a well-defined entrance facing Memorial Avenue North and will be visible from Highway 36. Parking Areas The parking areas meet all City standards. The parking area is well landscaped with perimeter plantings. Storm water Storm water will be addressed by the City Engineer. Pedestrian and Common Space The plans indicate extension of the sidewalk from the front entrance to Memorial Avenue North. When Memorial Avenue North is reconstructed, a sidewalk will be included along the right of way. l0 Landscaping Significant plantings are provided in and around the parking lot, as well as around the perimeter of the building. Trees/Shrubs The trees and shrubs used in the landscape plan shall be subject to the review and approval of the City Arborist. Utilites/Service/Loading/Drive-Through/Storage Areas Addressed elsewhere in the planning report. Lighting Addressed elsewhere in the planning report. Signage Addressed elsewhere in the planning report. Pedestrian/ Bicycle Routes A bike rack will be required. The applicant should identify a location. CONCLUSION / RECOMMENDATION Subject to the preceding review, City staff recommends approval of the following listed requests subject to the conditions that follow: • Conditional Use Permit for Reduced Front Yard Setback • Conditional Use Permit for Reduction in Number of Parking Stalls • Conditional Use Permit to Exceed the Building Height Requirements • Conditional Use Permit for Number of Wall Signs • Design Guidelines/Site Plan Review 1. The Applicant shall agree to escrow sufficient funds, as specified by the City Engineer, to complete the improvement of Memorial Avenue North to an urban section, including all trails or sidewalks or agree that the City will complete the work and petition for the public improvement, waiving notice of public hearing and assessments, as required under Minnesota Statute 429. 2. The sidewalk from the main entrance to the hotel should be extended at this time to the roadway pavement. When Memorial Avenue North is reconstructed, a sidewalk will be added along this roadway. 3. All grading, drainage, erosion control, and utility plans are subject to review and approval of the City Engineer. Storm water plans are also subject to review and approval of the Browns Creek Watershed District. 11 4. All light fixtures shall be full cut off, compliant with the height requirements, and be consistent with Section 401.15.6.7 of the Zoning Ordinance as it relates to lighting requirements. 5. The Planning Commission shall comment on the lighting of the building's architectural features. The fixtures should include only up and down building lighting. 6. All signs shall be designed to comply with the Zoning Ordinance requirements for internal illumination. 7. The Planning Commission shall comment on the building design and building materials. The applicant shall provide building material samples for Planning Commission review. 8. All mechanical equipment on the roof or on the site shall be fully screened in accordance with the provisions of the Zoning Ordinance. 9. The Applicant shall provide a snow removal plan or indicate if the snow will be hauled off site. 10. The Planning Commission should consider whether to allow the Conditional Use Permit for a forth wall sign. 11. The landscape plan shall be subject to the review and approval of the City Arborist. 12. A bike rack should be identified on the site plan and placed on site. 13. The Applicant shall discuss methods of construction and site design as it relates to sustainability with the Planning Commission. Pc: Julie Hultman 12 • Z. 41 it MOI --- ---:— — iii---:, -,..- -:-..:-..-.." -''-- 041 • ,• • "tp-'1•7 ( ir I 1" i \ \ dlialmi ifira • 1,„0, it ,. .\\„\\\ if, i i ...... , , , e „AI7...- 11 - i --/ /,,, , /.„ ., ...„__..... . AIID(ROl1 . . i . I i / le — ..>a ,r — J —,.."'�"'" MIN rut M . _ • 61. .aa. 1 sans""' 1 ` 1 i — J ./.......°17: 1F 'o�jSR I ' . f rI .....1441000, i t. • ■ ` 1„,, ___. ;____ AtL //,/,,v,,. , I — . �A . J ,��� i — „0, _, . ... ._ ,,, DPI i 1 k r i .' 1 I pkIll 4 1 44' • '.4 . 4._.,_ _..„_ ,/, • � � -t. :+ V, ', OAK PARI( PONDS ADDitION aiming.' if / / /if • , ; ...— .... j .�'� .+PIMP a VI NW V e COMM*w,s,are�M • y�� ... ■.r.�.w� UM NMI•w.Oww O sear arwaa�wrroOt 11 1, I„ .rMar�■raierrwauiwrrw�ra l0 4re=�= Ei a n , � r...�r.x01111.. r. 'wnonnllillernr — -J r.w. pT"t' ��ir —ma �sr gm 1 sompreporm �■nh.':<t�y �■ �}4 -4. ,,,,.'" " T rawrarr a..Rw �+ leaal *a wetrwaw�rs�sfsr wRO,��' t � r-J■,1 riimA r1.*r IMWOMrkNIIw.relw, iliMPONNOWIt NoII PROPOSED HOLIDAY INN EXPRESS . ......„. - ',. 59)0( MEMORIAL AVENUE CUP SUBMITTAL MARCH 12, 2018 . , . • ., . -- . vt.r .... ,,- ... - - - •,,,, 4e10,-.-4*- ', 1 .,. , -. ,..,, •-,4,4, . —--.— — ..- .. ._ ,,. . .. - • . • , - ,,,, . NW • . .. , ,,,,,. , • . , , , . . ._ .. ,.. , ... ._•., . , .*: . :,.':..1..J,-,,,,, 'k . Ilit; . z . . . _ •. 11111 In i ..., .... ; i . 1 II MI RAMAKE ........... •_. A. - 1 . --- & A S 8 0 0 I Al Fs 1 c . ..,.... , 5 - MIMadison Hospitality I . Group RECEIVED MAR 12 ?MB TABLE OF CONTENTS PROJECT NARRATIVE 2 LEGAL DESCRIPTION 7 EXTERIOR PHOTOS 8 IHG GREEN ENGAGE REFERENCE INFORMATION 9 HOLIDAY INN EXPRESS OAK PARK HEIGHTS, MN RAMAKER PROJECT NUMBER 33945 PROJECT NARRATIVE 03/12/2018 Madison Hospitality Group (MHG) intends to develop a 4 story, 93 guest room Holiday Inn Express on what is currently known as the Stillwater Motors site, located at 59XX Memorial Drive. The hotel will offer a complimentary continental breakfast to guests and will include a small pool, fitness room, and a small meeting room for incidental use by the guests. Once development is complete, MHG will continue on as the ownership and management group as they develop properties for long term ownership. Timing of the project is anticipated as bidding during the late summer of 2018. Construction will start in the late summer/early fall of 2018 with an expected opening in summer of 2019. Agencies conducting reviews of the proposed development include the City of Oak Park Heights and Browns Creek Watershed District. These agencies will be reviewing for general compliance of rules and regulations within their jurisdiction. The site is currently zoned as B-3 Highway Business and also falls within the Destination Retail Highway Sign District. The project will be treated as a Conditional Use Permit due to a few areas where relief from zoning code requirements are requested. Zoning waivers requested are listed below. Detailed information for each can be found in the supporting information that follows. • Front Yard Setback — 40' min. required; +/-25' to porte cochere requested. All other building setbacks are met. • Parking Stall Count—115 stalls required; 106 proposed. • Building Height — 3 stories/35' height max. allowed. 4 stories/47'-10" (to top of tallest parapet) proposed. Following is a summary of zoning requirements and need for flexibility within various standards: Section 401.300—B3 Zoning District The following site characteristics are based on the B-3 zoning district. • Hotels are a permitted use within the B-3 zoning district. • Building Bulk & Dimension Standards STANDARD B-3 PROPOSED HOTEL Lot Size 46,500 sf 104,599 sf (0.94 acres) (2.4 acres) Lot Width 100 ft min 171.4' at narrowest spot Building Setback - Front 40'min (base) ±25'west(pc) Yard 50' min (height) ±61'west(bldg) Building Setback - side 10' min (base) ± 168'-4" north Yard 20'min (height) ± 102' south Building Setback - Rear 20'min (base) ±55'-8"east Yard 30' min (height) Building Height (# of 35' (3 stories) 47'-10" (4 stories) stories) Impervious Surface 80% max 69% (72,130 sf) Coverage Parking Setback 10' min 10' min all sides Parking Required 93+10+12 = 115 106 1/unit + 1/10 units + 1/employee shift • FRONT YARD SETBACK CODE WAIVER - The unique shape of the site, with the cul-de-sac to the east and detention pond on the NE corner along with the electrical transmission line easement to the south, restrict building layout and orientation options. After looking at various options, the proposed layout seemed to meet the best of at/scenarios. The 4 story building itself still meets the required 40' setback, it is only the single story porte cochere that we are requesting a setback waiver down to 25'. • BUILDING HEIGHT- The code section allows a maximum building height of 3573 stories. Due to the guestroom makeup of the hotel, 4 stories are needed. Zoning Code defines Building Height as "The distance to be measured from the mean ground level to the top of a flat roof, to the mean distance of the highest gable on a pitched or hip roof, to the deck line of a mansard roof, to the uppermost point on all other roof types." The proposed building has the following dimensions: o Top of Flat Roof=±42' o Top of Main Parapet=44'-10" o Top of Highest Parapet=47'-10" Based on these dimensions, we need to increase our building setback by 10; up to 50'. The building still meets this requirement, with the exception of the porte cochere as indicated previously. Section 401.28.E.8 lists additional requirements that must be met for buildings in excess of 35/3 stories. With the following exceptions, we meet these requirements: e. The project shall comply with the Minnesota Sustainable Building 2030 standards: We have reviewed the S82030 standards and they are quite extensive as applicable to this project. The added design and construction cost of meeting all of the requirements within the standards would render this project unfeasible. In some cases, current regulations and energy code requirements already require similar and even higher performance standards than when SB2030 was established in 2004. One other item for consideration is the Green Engage program that the hotel brand utilizes to "help hotels monitor, reduce and manage waste, water and energy consumption and carbon emissions." This program helps identify sustainable items that are more pertinent to hotel construction and operation. A few selections from this program are included after this narrative for reference. Following are S82030 Guideline items we have identified that we are able to incorporate into the design: * S.2: Stormwater Management— We will work within the runoff rate, volume and quality guidelines identified. * S.3: Soil Management — Soil management and erosion control plans will be provided. * S.4: Sustainable Vegetation Design — 75% native plantings and neonictinoid products will be utilized. * S.5: Light Pollution Reduction — We will design the sight lighting within the suggested levels. cut-off type fixtures and 65 minimum CRi. * S.6: Erosion and Sediment Control during Construction — We will comply with NPDES site permit limits. * S.8: Building Water Efficiency — Low flow type fixtures will be utilized to the greatest extent possible. * S,12: Heat Island Reduction — We will explore the use of permeable pavers in limited areas of the parking lot; high-reflective roof surfaces will be utilized. * S.13: Transportation Impacts Reduction—bicycle parking spots will be provided; provisions for electric car charging stations will be included; we are not exceeding but actually asking for a reduction from the zoning requirement, preferred parking will be provided as well. * E.3: Efficient Equipment and Appliances—Energy Star equipment and appliance will be utilized to the greatest extent possible. E.4: Atmospheric Protection — We will work to meet the refrigerant guidelines listed, keeping in mind that the MN State Building Code does have requirements that will serve as our baseline. * 1.3: Ventilation Design— We will investigate radon levels within the soil at this site and provide remediation as necessary. * 1.4: Thermal Comfort— The HVAC design will follow the guidelines as closely as possible. * 1.5: Quality Lighting— All public spaces of the hotel will have zoned controls to allow for adjustments with daylight areas. * 1.7: Vibration Reduction—the deflection limits listed for wood construction will be followed. * M.3: Waste Reduction and Management — a construction waste management plan will be implemented for efficient means to divert materials from disposal such as recycling bins, manufacturers reuse or salvaged for other uses. f. No parking in yards facing adjacent ROW: We are proposing 4 parking stalls facing the Memorial Avenue ROW. These stalls do meet the 10' minimum parking setback. • PARKING—Parking on the site will consist of 106 stalls at grade. The developer fully supports this reduction with no concerns about inadequate parking. We feel the code required amount is in excess of what is needed for hotels of this type. With the advent of ride sharing, services such as Uber, and mass transit options, the parking requirements operationally have come down. To support this, we contacted a recently developed hotel of similar size. The property is a Hampton Inn hotel with 100 guestrooms and 103 parking stalls. They have indicated"that amount works just fine and even when full that amount works. We would say that in total it would be 10% of the time we are close. Staff is gone by the time most guests check in, that leaves only one or two employee cars in the lot when the guests are there." Other municipalities we are working in around the metro area have been allowing these hotels to be developed with reduced parking. As a rule of thumb when designing, if we have one stall per room plus stalls for a maximum employee shift, that has been more than adequate. • ARECHITECTURAL BUILDING STANDARDS — The exterior is to meet all standards established in the "City of Oak Park Heights Design Guidelines" Please refer to the included exterior material calculations as well as exterior elevations for calculations of the individual sides of the building. Proposed materials include a thin brick veneer system, stone, EIFS and metal windows. AS indicted in the calculations we are a bit short on two sides of the building and overall about 1% (270 sf)short of meeting the 60/30/10 requirements. We are primarily heavy on accent materials on two sides due to the PTAC grilles that are part of every guest unit which pushes the accent materials slightly over what is allowed. We are requesting approval of the exterior materials as proposed. Included at the end of this report are images of a recently completed Holiday Inn Express in Eagan which is nearly identical to the proposed design for this project. SIGNAGE—Proposed signage will be in compliance with applicable zoning regulations. Per the Destination Retail Highway Sign District which regulates signage,the following signage is proposed as follows: SIGN TYPE NO. ALLOWED AREA NO. PROPSED AREA ALLOWED &HEIGHT PROPOSED &HEIGHT Pylon 1 200 sf/40'high 0 N/A Monument 1 100 sf,20'high 1 20 sf(per side,40 sf total),6'high Wall Sign NORTH The lesser of 250 1 122 sf sf or 10% of wall area* EAST The lesser of 250 1 122 sf sf or 10% of wall area* SOUTH The lesser of 250 1 122 sf sf or 10% of wall area* WEST The lesser of 250 1 122 sf sf or 10% of wall area* 3 total 4 total 492 sf total allowed** * Maximum 500 sf total wall signage for property **May be increased by CUP for single occupany buildings,providing no freestanding sign exceeds 20'in height;and wall signs are identical in style,color and size. • SITE LIGHTING—Site lighting proposed will consist of pole mounted LED area lights,15'high,for the major parking areas.Fixtures will be in compliance with Glare standards listed in the City Code. A sight lighting plan is included in the submittal package for reference. Construction Type The building is planned to be constructed as mixed use,Type V-A building. The entire building will be sprinkled per NFPA 13. s LEGAL DESCRIPTION. ti 5 aP� 1R• { - t•aal n•aCrirtbn rt,Wipor.y Mr t td houbtk H.1N-.I 00 Imp ant. �, +d, STATE HIGHWAY N0_30_6, - ,:. • roma.,TkkC.mTrmnike 17225.-NST.dat.d3rp•rMrit.7p17 59XX MEMORIAL AVENU0 _ �• +� ��• .... _. • ♦ • Hk�9 LES ' lot I.Rork I.Sulkst.00 un.-'AAdf Inn,W.t hlnana[E50rr.100Mama a` ` ' • ,�q'y.� +" �` OAK PARK HEIGHTS {:: y 16 1.'.....el., PTITLE NOTES. -�.• ... tea, •' *10�11E y _ t� • _ :: a • .. Tor MRmrbW ottrumrnt,an thorn Orr OM RepoNc Nnbnd TRN n.wanrr •, Fr` -• ,P ., Cemwmv Ttt4 Commitment Ne.172254-NST,dated Septrlwbr 12,2017. ± I'I P n,f, !!�1. Or.InaW and(NIRM Fa..tw•11 Rr STRLWATER MOORS AM.Arown�F . . . -..._- d - r . Gnphkdi.0 3o Rook R2 N/r0. Nm R2R4M dn•r not+.�' r ._�'� �Re „_-..s8?'(!.P'�:"$ 816.($ -,'JL►`x' ' v 9. lasewtrm to.e4�arkal Warn v« ,w eac. NTACT.rtifil 7;0— yi '...-J' E7-6r "e NR•Tipq 46tH(40W ATp�-�f- t ., ,�,r,.f. ,� R • r /DOC NO-3e9N73 ,'11y .. 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Z •r,:- I X23 e 'i^s �' - . m - W + �THtS PROPERTY In WITHIN THE UNSHADED 7c7•,E Y,AaiAi (SATE S/VISION Fi • DO 1*50Nm TO 10 QULSICI(T14 0.2%ANNUM CIM.IOCE FLOODPLAIN, 10-16-17 k.0401.1511/4. .. 4d r• C 4.t• .Ip' IL �H AS SHOWN ON FEW ROOD INSURANCE SATE MAP 00IMKR s----. - r1 T • ha •,j 4 f C, / rte, 2710 0251[HAVING AN ErfECTRK GATE CM FEBRUARY'3.2010. -r 000 • <w—., ; b I PROJECT LOCATION 1 i Q - 1 ^TABLE A NOTES: `^„��ON 6. NO 2ONING REPORT WAN PRONGED FOR REVIEW. S v'�A/ -' a,•� • i , • - R. SU*STANTNL FEATURES MSERV[D IN PIE 710X7.51 Of CONDUCT'G THE •�- /O ? 5ELDWORR ARE SHOWN ON THE 510400. 1 F l+� .�` '' ;NO. 9 THERE ARE EO MARKED PARKING SPACES ON THIS PARCEL. MEMORIAL AVENUE 00 tg w'. t • •M omit . •,Y. j" I. I .s` , I. THERE R E P O M R KED P EKING S Ili RECENT WTN MOY•EC MORE PI D#0602920120020 • 1_•_, PaM1e +T,• J • AND RLRLO010 CONSTRUCT/0N a+TMEsSMIKCT PROPERTY. 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Fm PSI.27S.R976 COSMIC DRAWINGS, THE SURVEYOR(105MARES NO ..'w—� I RJ w 1 a s r p \ r .....„•,,..Meir Soot,,..,end mains:TMs N to certify that rile da/1411 CUARANfEO THAT THE UNDERGROUND UTILMES SHOWN / O °' /4 .---'� Ile + + ^ I rep a plat and the farYet'on which N It based..n ode m accmdat•rr >•P• trs 000, COMPRISE AUL SUCH UMTIES M THE AREA,FJTNE4 M "• / + a d� s',.._ ,7-;?..i'7. .IM the 2011 MMhnum Standardwh ch II1 Rea d wgrr Mt in amorSM SXRVKE Oil ABANDONED.THE SURVEYOR 07101105 GOES -A 6.15 ' • 1 and T!N Surveys,Mindy rstabRsMd rod adnPt9d hp ACM and/LIPS, NOT WARRANT THAT THE UNDERGROUND GATT E3 •. /i AO.. i', '' 4,1-•,••d9 I end Imhrdel hems 1,I,3,4,7(41,7RK1),71d R.9,I IM.Ie.Ilk 17,11, SHOWNALTHOUGH AR!M THE f2ACT LOCATION 400*50 ED / ` / (133 '•'/ i_ R ALTHOUGH NE DCHS CERTIFY THAT THEY ARE LOCATED AS / V 1 t .O y' I 1 O,and 21 of TAM A Uw.M.TM field Werk Lyn 4:ow.lit'ttd an October ;#R-�V \ ACCTAAITLY AS IDR1811 FROM THE INFORMATION /[` • .400,1'I fT .J.,/`..__ r'RDI VT. A6 3rd.2017 p•'r AVAILABLE THIS SURVEY HAS NOT PHYSICALLY LOCATED / %WM Mt firtluw,• -•aD'10150 w wt•- / I W I ,i, •, I ' 1110 UNDERGROUND(/01(111(0.(07140R STATE 0110 CALL +0m6 ✓- �"` r ° r • COU10TSTONE LAM,SURVEYING,MC. LOCATE TICKET NUM1ERLSI 172693273.1051E MAPS WERE / ``, . . • I Doted. CORNERSTONE THE E RE INNER 1OOLTI FS oro NOT RS OF WH TO / ^` /w ria;-4 s sNi1(110"," Ace, ----• ,s`-�,.,,a __.._ -- __ �I Dn � ,j1S+ _ _• d LAND SURVEYING, INC- iH[IOCATE REQUEST.AODTIONHmI LOWERS OF 1N/KN ' ME ARE 1MAwARE MAY DOSE, r //l// _ it ' - .yam Mmnaw,a Limns,es Ne,2571 R S2\ C611.100056000 •4� 7. / y' ' The OM R.publk National ThN Imteancr Company TNI•Commmtw0 Nn. 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I am 03-12-2018 i 51TE LIGHTING STATISTICS me m aftue C.Iir.SUBMITTAL I WIG/C94/2 AGM row,WIRer ROAM MTV ' -- 4-STORY, 93 : 4>004•911T9 44 5410 9• 1 /1,•/,• UNIT HOLIDAY t PHOTOMETR/CS(my wo 1' wr../... T....1 ...A./. INN EXPRESS* , •,le. ,,, I G.I C 0,I SUITES 1 MADISON i l'. HOSPITALITY GROUP 4LIGMroam EDU ING SCHLE me.nouro. --— OAK PARK HEIGHTS, . ko.r.c.. CATALOOK.M2 00.40101, VCITTIIT MIR. 1.29.0110191611 11102 COW!. 21200 9.21•29 MLN_NI,SOTA t , .,,,, ,,,00,,, ,....0.,,,,,,,,., TO t MA I icw owe IV OVITIMITON, EXTERIOR FIXTURES I TOT — .(4.00010 _204.!-WRAC, no I. r....-* rtar..,wirer ORM hu. 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TOO 20 C.094-102 .-010001111.0240 409 MIR III 019110211100-10111.2 Wale Mown 0 MOIR, MA 0 201•290011 0.12 WM 00 40,1591 120 GRA TRW 01.1029 020909,24 Wil 0.1.91W I.277 --. i,,,, 1.20 HAM ..FM..0001. IVO MO 00021.7 10 OROUVO IVO O!, 220002 MM.AM(111,0011002000•1005 1.1900 Mt R 110 .200009.10,01, 1100/9 00090 WS1.11 MAUI 33945 W02 s RECEIVED MAI? 17 202 CSX2 LED Imel,N. 6412 Area Luminaire nnti, lypr lump 1 Introduction PLED The Contour'Series luminaires offer traditional square dayforms with softened edges for a Specifications versatile look that complements many applications. EPA: 1.2 h '0- q ®/J \---1: The CSX2 combines the latest in LED technology Len the $1-1/3" 1 i l! with the familiar aesthetic of the Contour®Series g Kt 1 L I for stylish,high-performance illumination that lasts. Width: 18-1/2" It is ideal for replacing traditional metal halide rt49on1 5 3/4• in area lighting applications with typical energy Height: 1146mN savings of 65%and expected service life of over Weight 59 lbs 100,000 hours. (maw): Raegi Ordering Information EXAMPLE:CSX2 LED 120C 1000 40K TSM MVOLT SPA DDBXD CSX2 LEO 1200 LEDs Drive current tColo ermperature Distribution Voltage Mounting Options Finitl (SOLED 120( 120 LEDs 700 70(1mA 40K 4000K T2M Type!! MVOLT' Shipped included Shipped Installed DUX) Dark 1000 1000eA 55K 50000 ISM Type 111 120' SPA Square pole PER NEMA twinaock receptacle only(no (rove (1 AlTIM Type IV 208' mounting commis) DBLXD Black TSM Types 240' EPA Roundpole OCR ' almntiollable vu ROAM' DNAXD Natuumninul m mounting (m romrolsl TEEM Forward 277' WBA Wall bracket DAG 0-10Vdimming diver(no controls) Ewes White throw 347HE House-side shield' 5581X19 Tenured Shipped 5.1,...,1a dark brave 480 SPUMBA Square pole SF tousle lee(120,277.31M5 DF Double fine(208,240,48011' DBIBXD Tenured an'rvenal bled mounting OS Dual switching" adaptor 8130 Bksd switched d'immngmnlh6130%'-° DNAIXD Tenured RPOMBA Round Lee aluminum 8150 BNese!swRheddmrnmq romim150%11 aluminum universal mounting 5WHG1(D lectured adaptorShipped separately' white KM/03 Man an VG Vandal guard 056X03 nOov�Na BS Bird-deterant spikes lspwny findhl' - --Accessories Drilling cosinsauipd+sMondb Y Moles owreMy.•4 gar'Mah:}eae8 thbgyarn 1 MvOLT diver open.onany Ina voltam,kora 120-277V 50740 W1. DLL127F(.4ID PhaMtei-SX lwM4odlt2o- "Ira'A>a*t MIm Spay 120,201,240 or 277 optimaeuhwen md.rW wiMReing aF..of 27Mr Template Ya DM79AS Balde mil ontron9. DLL147F 1.5(3(IU PAotoad-SSL twist-tool MN' T of P°b DM29AS 2et 80"' 2 Aso avaiele as a sown.mcw M,am Mmorixi.eeeo at left ( I MILS 4 M 180° B "Amman'V oe�pam.�&For w wiud th 2.3/E men arm inducted). DOOM 13(MN PMmrzll-SY twM4od(N0V1' „• MUMS Sar 90•' see SCU Sawlmg 001 DYOAf 1.10' 4 Spa*.e •xubledl,minwe with 0-10Vderarxg olesbiny:PER option rMlied.d.Not an/labia with 347 ow MOV AddlinW had.xe and ECHO DIMM11 Man arm mounting brats aNptw pncv DIMAS IN Mr•• ragwWRw ROAMS da01Mment mist b•pvduwd B130,Ary OpdTIRATA1' &nye:0SA20C ONTIMODBXD 111dWd42d7ls n•m°e WeAroamrrwnM N/A with B130,8150. POMBA00KXO U. Round and quare pole unbenal 'kwdplrtpwxL".n.ewm. 5 Single fir anrquim 120.277 w 347 voltage option.Doable fore Of) mounting brad.adaptorlspealy ...m.o.rrouN4 Dov Seo momma 206240e 460 vdraea option. fines 6 Provides 50/501um a opera n independent driveon OOHS LI Nouse-side reeds(induces Tenon Mounting Slipfltter`w two eepar03 orcuits•N/A waI+PER o�DCR. /sAields) 7 Requires an additional switched line. (S%7VGU Vandal wnarcessOry =MIL 1 I/mmn9 diner itandrd MVOtT way.Not evadable with OCR. 9 500 15000.050 0072>3M 15130.290 00100.3m 007AA0 051aMM 9 Ram+.Tommie t be specified nark PER option.ordwM and shippedm GOBS 1.1 Bird-deteneni spikes accessory 15195-190 15125-2.0 15005-1,0 I512sss0 001.6. 1f1]SIM rgxaemMolppdw.mit ox a 4s03-0% 1f73ono 15150-000 25135-5N AST.. 03535.490 (A L/[/ ,,, One Lahonre Way•Conyers,Georg a 30012•Phone.600.279.8041•Fax.770.918.1209• L/Wn 1 e FINE.: Performance Data Lumen Output Lumen Ambient Temperature(LAT)Multipliers Lumen values are from photometric tests performed in accordance with IESNA LM-79-08.Data 6 considered to be representative Use these factors to determine relative lumen output for average ambient temperatures of the configurations shown,within the tolerances allowed by Lighting Facts.Actual performance may differ es a result of and-neer from 040'C(32-1044). environment and application.Actual wattage may differ by+/-8%when operating between 120480)+1-10%.Contac:factory for performance date on any Onftgtratiosnot shorn here. :Ambient lumenffultiplie 0.1 32 F 1.02 111 0"'c 4 s . 10'C 50'F 1.01 li fw!oa.:nr ll G8' I'a.s ic. 20Y F 1.00 II 2SY 77°0 1.40 1211 26,094 3 0 4 97 11,107 3 0 4 105 30Y $6'1 1.00 T3M 27,757 3 0 4 104 29,897 3 0 4 112 40'( 104'F 0.99 700 mil 120C 70D-K 268W 1436 27,658 3 0 4 103 29,792 3 0 5 111 ` 1511 28,025 5 0 4 105 30,186 5 0 4 113 Projected LED Lumen Maintenance 17eC TFTM 28,304 3 0 4 106 30,467 3 0 4 114 Data references the extrapolated performance projection for the CSX2 LED 120C (120 LEDs) T2W 34.700 4 0 4 83 37,406 4 0 5 90 *dorm in a 25.0 emblem based on 10,000 hours of LED testing nested per IESNA 1.14- 80-08 and projected per IESNA T1A-21.11). 7336 36,910 4 0 S 89 39,789 4 0 5 94 1000 mA 120(1000-K 416W TIM 36,780 3 0 S 88 39,649 4 0 5 95 To calculate LLF,tee the lumen numeral *facto that coresponds to the desired number 1331 37,267 5 0 4 90 40,174 5 0 5 97 of operating hours below For other hien maintenance values,contact factory. MN 37,638 3 0 5 90 40,574 3 0 5 98 ')plandy Hnm, 0 25,000 50,000 100,000 I i,vin Mninr r:.,r•.:.• 1.0 014 0.90 0.83 t.;,vii Electrical Load 111111111111211111111111. h,,— onv:—r,•n' 120 208 240 277 547 480 Olin, tn:4j 700 268W 2.643 1511 1318 1.159 0.923 0674 1200 1000 416W 4.135 2397 2111 1.886 1527 1210 Photometric Diagrams To see complete photometric reports or download.ies files for this product.visit Lithonia Lightilgy CSX2 homepage. Isofootcancle plots for the CSX2 LED 1200100040K.Distances are in unite of mounting height 1301. LEGEND a 355 5 5 33 4 a I a 1 0 1 I 3 4 422 t a l a s a a 4 a• e II 025 k I _ a (IP1h1hhh1UtuU7. s, —) I$ a _ Ill 0.5 k il I E 4 a • �`t , : 1 E t - 1 $ t m tAk e a a e 1 . 5.0fc a 4 , 4 R 4 2 s �1 a Jg a 7Z , _Q a 1111 ' 1g 4 a a Zt' 2- 2''' Z 4 1*1 g 4 T3M 145 = e TIM — 4 TSM s FEATURES&SPECIFICATIONS INTENDED USE ELECTRICAL The Contour Series LED area luminaire rs ideal for streets,walkways,parking lots,and surrounding Light engines consist of 120 high-efficacy LEDs mounted to metal-core circuit boards to areas that call for lughperformance LED lighting in a transitional dayform. maximize heat dissipation and promote long If.(100,000 his at 40°C,L70).Utas 1 electronic CONSTRUCTION driver designed to have a power factor>90%,THD<20%,with an expected life of 100,000 Single-piece dire cast housinghas a unique'low-through designoptimized hours with<1%failure rate.Easily-serviceable surge protection device meets a minimum q 9 that allows for Category C Low operation(per ANSVIEEE C62.41.2). thermal management through convective cooling.A metallic screen covers the top of the housing,preventing debris build-up while allowing natural cleaning of the heat sinks.Modular INSTALLATION design allows for ease of maintenance and future light engine upgrades.The LED driver(S)and I Integral arm provides easy installation to a pole and assists in alignment and leveling.Secure electronics are thermally isolated from the light engines.ensuring long life Housing is completely I connection withstands up to 2.0 G vibration load rating pen ANSI C136.31.The CSX2 utilizes sealed against moisture and environmental contaminants the AERIST1°series pole drilling pattern for SPA and RPA options. FINISH LISTINGS Exterior parts are protected by a zinc-infused Super Durable TGIC thermoset powder coat finish CSA Certified to U.S.and Canadian standards.Light engines are 1P66 rated.Luminaire is IP65 that provides superior resistance to corrosion and weathering A tightly controlled multi-stage rated.U.S.Patent No.0632830.U.S.Patent No.0653,382 S. process ensures a minimum 3 mils thickness for a finish that can withstand extreme climate Desi nU lets Consortium®(DLC)qualified product.Not all versions of thisradtvct may changes without cracking or peeling. be DEC qualified Please check the DLC Qualified Products List at p . .-cm to OPTICS confirm which versions are qualified. Precision-molded acrylic lenses provide optimal luminaire spacing and improved uniformity. WARRANTY Lenses are indexed to the circuit board to ensure consistent optical alignment and delivering Fiveyear limited warranty.Full warrantyterms located at repeatable photometric performance.Light engines are available in standard 4003X(70 CRI)or i - optional S0001<(67 CRO configurations.The CSX2 has zero uptight and qualifies as a Nighttime Friendly,.product,meaning it is consistent with the LEER'and Green Globes,.criteria for eliminating wasteful uptight. Note:Specifications subject to change without noticeora . fTHQ/tjIL4 One Lithonia Way • Conyers,Georgia 30012 • Phone:800.279.8041 • Fax 770.918.1209 • CSX2-LED LIVIVTINO El 2012-2014 Acuity Bands Lighting,Inc At rights reserved Rev.09/15/14 .44114e Luminaire Type: Botha m' Catalog Number: Gotham Architectural Downlighting LED Downlights 4 7 .- y� �I - .• Err Evo® t ``�� gE� Downlight • 20 SHOWN:4500LM(LEFT),17,500LM(RIGHT) Solid-State Lighting 20. FEATURES OPTICAL SYSTEM • Tested according to LM-79 and LM-80 standards • Patented Bounding Rap,optical design(U.S.Patent No.5.800,050) • Overload and short circuit protected • 45°cutoff to source and source image • 2.5 SDCM;85 CRI typical,90+CRI optional • Top-down flash characteristic LISTINGS • Polycarbonate lens integral to light engine • Fixtures am CSA certified to meet US end Canadian standards;wet location, MECHANICAL SYSTEM covered ceiling.ENERGY STAR certified product. • 16-gauge galvanized steel construction;maximum 1-1/2'ceiling thickness WARRANTY • Telescopic mounting bars maximum of 32',preinstelled,4'vertical adjustment 5-year limited warranty.Complete warranty terms located at: • Toolless adjustments post installation wv,w acuitvbrands comiCustomerResourresriermc and condition,wax • Junction box capacity:8(4 in,4 out)12AWG rated for 90°C • Light engine and driver accessible through aperture Note ELECTRICAL SYSTEM Actual performance may differ as a result of end user environment and application. • Fully serviceable and upgradeable lensed LED light engine All values are design or typical values,measured under laboratory conditions at 25 T. • 70%lumen maintenance at 60,000 hours ORDERING INFORMATION A.tawbh epmm wdkate4 bythit colabao9reucd EXAMPLE:EVO 35/150 6AR MWD LOS MVOLT Ell Series Color temperature Nominal lumen values Reflector/Flange color Trim Style Distribution EVO 27/ 270D K 10 1000 lumens 50 5000 lumens BAR Clear (blank) Self-flanged VN0 Wry narrow(0.5 s/ 30/ 3000 K 15 1500(omens 60 6000 lumens EPA Pewter FL Flangeless mh) 35/ 3500 K 20 2000(omens E0 8000 lumens 6WTR Wheat NE Narrow(0.7 s/mb) 40/ 4000 K 25 2500 lumens 100 10000 lumens 608 Gold MO Medium 10.9 s/mh) 50/ 5000 K 30 3000 lumens 120 12000 lumens GWR' White MVO Medium wide(1.0 35 3500 lumens 150 15000 lumens 688' Black s/mh) 40 4000 lumens 175 17500 lumens 6WRAMF' White anti- WO Wide(1.2 s/mh) 45 4500 lumens microbial Finish Voltage Driver' ESS Semi-specular MVOs E210 0-10V eldoLED dross with smooth and flicker- EOMW DMX with RN(remote device management)eldoLED driver with smooth and 00 Matte-diffuse 120 free deep dimming performance down Is 10% Nicker-free deep dimming performance to dark.Relents DMXR Manual. LS Specular 277 E21 0-10V eldoLED driver with smooth and flicker- Eel %Point Wireless.0-100 eldoLED driver with smooth and flicker-he deep dim- 347' free deep dimming performance down to 1% ming performance down to 1% E28 0-106 eldoLED driver with smooth and flicker- EXAB )(Point Wireless,0-100 eldoLED driver with smooth end flicker-free deep dim- fiee deep dimming performance to dark ming performance to dark EDP ONJ eldoLED driver with smooth and flicker-free ECOS210' LutroneHi-Lumen 2-wire forward-phase driver.Minimum dimming level 1% deep dimming performance to dark ECOS3e1 Lutron®Hi-Lumen 3-wire or Ecosystem®driver.Minimum dimming level I% Options SF Single fuse.Specify 120V or 2776. MBO° nLightH Lumen Compensation TRW' White painted flange BUD Bodine generator transfer device.Specify 120V or 2776. TOL' Black painted flange C11190 High CRI 190+1 EL' Emergency battery pack with integral test switch,CEC Compliant CP" Chicago plenum.Specify 120V or 2776. ELM Emergency battery peck with remote test switch,CEC Compliant RAL_ RELOC°-reaoy luminaire connectors enable a simple and consistent factory NPS80E20 nLighta dimming pack controls 0-10V eldoLED drivers. installed option across all ABL luminaire brands.Refer to El for somplete NP550EZER'' nLightn dimming pack controls 0-106 eldoLED drivers.ER controls fixtures nomenclature. on emergency circuit. HAO" HAO High ambient option(40C) NLTAIR nLight Air Enabled,' EV3-6-0PEN I GOTHAMARCHITECTDRAL 0OWNUGNTING 11400 Lester Road Camers GA300121 P 800.315.4982 I gathamlighting.com gotham° PAGE(0010 02014-2018 Acuity Brands Lighting,Inc.All Rights Reserved.Ae,ssrrcle,cewhto•uena zub$or to change without notice. 6"EVO goth a me Downlight Solid-State Lighting ORDERING INFORMATION (continued) ACCESSORIES order as separate catalog numbers(shipped separately) SCA6 Sloped ceiling adapter.Degree of slope must be specified(5D,10D,15D,20D,25D,30D).Ex:SCAR 10D.Refer to TECH,)9a. CTA4-8 YKHL Ceiling thickness adapter for 10,0001m and above(extends mounting frame to accommodate ceiling thickness up to 5').Adds -4'to fixture height. CTA4-8 YK Ceiling thickness adapter for 8,000Im and below(extends mounting frame to accommodate ceiling thickness up to 5"). Adds—4'to fixture height. 6VRT Vandal-resistant trim accessory.Refer to TTCIi-201. ISO BC 0-I0V wallbox dimmer.Refer to 13D-6C. ORDERING NOTES I. Not available with finishes, 10. Specify voltage 120 or 277V. ER for use with generator supply power. Will require an 2. Not available with emergency batterypack options emergency hot feed and normal hot feed. 3. Refer to TECh 24L!for compatible dimmers. 11. Fixture begins at 80%light level. Must be specified with NPS80EZ or NPS80EZ ER. 4. Not available with nLight°. Only available with EZ]0 and EZI drivers. 5. Not available 17.5001m. 12. 12,000lm max with EL or nLight options. 5,000lm max with Lutron drivers combined 6. 120V only. with EL. Not available with ELR,HAO.EXA1,or EXAB options. 7. Not applicable with WR or FL option. 13. Only available 5000Im-15,0001m with eldoLED drivers. 8. Not applicable with BR or FL option. 14. Not available DALI or DMX drivers. Not available with CP, NPS80EZ,NPS80EZER,or 9. For dimensional changes,refer to T EGH 140• N80 options. EV0-6-OPEN I GOTHAM ARCHITECTURAL DOWNLIGHTING 1 1400 Lester Road Conyers GA 30012 I P000.315.4982 I gothamlighting.com gotha m' PAGE 2 OF 10 ®2014-2018 Acurty Brands Lighting.Inc.All RIhts Reserved. Are.03/01/18.Sperefvsiions subject 10 Chante without notice. 6" EVO gotha me Downlight Solid-State Lighting DIMENSIONAL DATA All dimensions are inches unless otherwise noted. 1000LM-45001M STANDARD i liti ate.. • 4.. .. 0 ,, -,!/;,,. oIIM _ d G• ./ t: 158[40.3] , 7 (19.2) ter. : ._, Ills: 1111 . : • 1 r Aperture: 6-1 , .• Ceiling Opening: 7-1/8' (18.1) self-flanged ' T 7-1/4' (18.4)flangeless 13 [33.5} tr. Overlap trim: 7-1/2' (19.1) 1000LM-45001M BATTERYPACK 23.47 -- i iteaqiwzr. fiAl D ;:r/ _f�. , 7.50 ,:ry 'i•oral u •, 19.00 O 4 N idl . ii � �- fffT 1�}'� l ����'��c rl • 50001M-8000LM STANDARD --- 15.64 Waila ��,.�, I I `'VIII' ILII;.., E 7.49 N J NM'+ 15.91 ( i _�- j j I lirIdh! 44.- ,ss -1_ 11.10 5000LM-8000LM BATTERYPACK Iii:i�::, 15.64 —. .. -- — — 1 ,Jilt!.-..-, j O 7.49 ‘I19.10 ' linlirqlI 311111411110 .., EVO-6-OPEN GOTHAM ARCHITECTURAL DOWNLIGHTING 11400 Lester Road Conyers GA 30012 I P 800.315.4982 I gothamlighting.com gotha m PAGE 3 OF 10 0 2014.2018 Acuity Brands Lighting,Inc.All Rights Reserved. Rev.03101118,Specrtications subject to change without notice. 6"EVO Botham` Downlight Solid-State Lighting DIMENSIONAL DATA All dimensions are inches unless otherwise noted. 10,000LM-17,500LM STANDARD 16.86 ,I IOC _f ifs, \'', Q —,O { 9.94 °��= `,I,': �o! 15.91 f� �1PM' _ 1 10,000LM-17,500LM BATTERYPACK -22.50--- 1 19.10 ro,i )l H. r.O I . ^..r 9.94 hill!� 1 • _�_. 1 in ra m re= 1 1000LM-4500LM CHICAGO PLENUM lel I q,-.;:fi:i. ''-i7:: 1 1;11 B 1 11 11111f - Vilir I L 18-3/8 — , 5000 LUMEN ECO/SOLO DRIVE OPEN FRAME CP -- 18.39 TM. ramilfa4 _ 1,4.< _F> • Ill 11111 . aid 11 �1.■ I 15.91 7.55 J (' I r • 1 EVO 6 OPEN I GOTHAM ARCHITECTURAL DOWNLIGHTING 11400 Lester Road Conyers GA 30012 I P 800.315.4982 I gothamlighting.com gotha m. PAGE 4 OF 10 ®2014-2018 Acuity Brands Lighting,Inc All Rights Reserved. Rea.03101/18,Specifications subject to change without notice. L 0 gotham' 6•E9D DownliQht Solid-State Lighting DIMENSIONAL DATA All dimensions are inches unless otherwise noted. 5000(LUTRON&POWER DRIVE ONLY),6000&8000 LUMEN OPEN FRAME CP I 17.72 1 it IL ' 11161W il � `Y i� 7.55 01 ''III1IIIIP . • 10000-17,500 LUMEN OPEN FRAME CP 18.59 o. I0 )v1i IIIIII'I' mow E•1 €--•y\ •L ti 15.91 9.79 l O'I— Ili _I 4 1 _� 1 'cribp` 5000&6000 LUMEN CP(WITH ALIGHT OR BATTERY PACK) 21,66-- \ W / 11 9.45 _ 16.70 ISI•' /A \ EVO-6-OPEN I GOTHAM ARCHITECTURAL 0OISNUGHT1NG 11400 Lester Road Conyers GA 30012 I P 800.3154982 I gothamlighting.nom got ham' PAGE5 OF 10 02014-2018 Away Banda ligMne,Inc.All Rights Reserved Rev.03/01/18.140405tmns sub,.to ahangaaYMut notise. gt 6u EVO otha Downlight Solid-State Lighting DIMENSIONAL DATA All dimensions are inches unless otherwise noted. 8000 LUMEN CP(WITH NLIGHT OR BATTERY PACK) 21 .66 - --1 Mir I 16,70 12,59 • L -- 10K 8112K LUMEN CP (WITH NUGHT OR BATTERY PACK) - - -21.66 Mai • m. 15.59 16,70 — __ 1* EVO-6-OPEN GOTHAM ARCHITECTURAL DOWNLIGHTING 11400 Lester Road Conyers GA 30012 I P 800.315,4982 I gothamlighting.com Both a ro PAGE 6 OF 10 ©2014-2018 Acuity Brands lighting,Inc.All Rights Reserved. Rev.03/01/18.Specifications subject to change without notice, 6"EVO Both a m' DBWNlight Solid-State Lighting ELECTRICAL MARKED SPACINGS IN INCHES-25°C AMBIENT EVD-ELDOLED DRIVER DEFAULT DIMMING CURVE Lumen Package Fixture Centerto Fixture Center to Span above Curve Minimum Dimming Center MIN Building Member MIN Rater* EZ10 Linear 10% 500-5000 None None None 6000 24 12 5 E21 Linear 0% 8000 36 IB 11 FIB Logarithmic <1% 10000 MEILogarithmic <1% 12000 36 Ig 9 ME Square Law <I% 15002 EXA1 Sneer I% 17500 7236 9 EAAB Logarithmic <1% MARKED SPACINGS-CHICAGO PLENUM OPEN FRAME IN INCHES-25°C AMBIENT _ Lumen Package Mature Center to Fixture Center to Space above Center MIN Building Member MIN Fixture WATTAGE CONSUMPTION MATRIX 500-5000 None None None 6000 2412 5 NOMINAL DELIVERED LUMENS LUMENS• WATTAGE LUMENS per WATT 8000 3618 11 10000 1000 1074 11.8 91.4 12000 36 18 9 1500 1595 18.5 86.2 15000 17500 72 36 9 2000 2064 23.2 89.2 MARKED SPACINGS•CHICAGO PLENUM ENCLOSURE IM INCHES-25°C AMBIENT 2500 2660 29.5 90.2 Lumen Package Fixture Center to Fixture Centeno Space above 3000 3077 36.6 84.1 Center MIN Building Member MIM Mature3500 3665 42.1 87.1 500-6000 None None None 8000 3618 6 4000 4050 48.1 842 10000 18 24 4500 4623 46.9 98.6 12000 5000 5256.3 48.66 108.0 MARKED SPACINGS IN INCHES-40°C AMBIENT 6000 6371.4 57.61 110.6 Lumen Package Mature Center to Fixture Center to Span above Center MIN Building Member MIN Fixture 8000 8246.7 74.89 110.1 5000 24 12 5 10000 10636.5 97.13 109.5 6000 8000 12000 12332 115.0 107.2 10000 dB 24 9 15000 15776 150.9 104.5 12000 17500 17801 1753 101.5 15000 72 31 9 *tsetse Outpul ler cMM-]BOOK-IMID.Clew IS Aran. 640-6-07FNGOTHAM ARCHITECTURAL 206013GNIING 11400 Looter Road Conyers GA 30012 I P800315.4982 I iANamlighting.wg m otham• PAGE 7 OF 10 I ®2014-2018 Awn"Bands Liebling.In,NI Rights Reserved Ra.01151018.SpeacaVons subject to coerce eared notice. b l got ham` 6nlig"E"° Dowht Solid-State Lighting PHOTOMETRY Distribution Curve Distribution Data Output Data Coefficient of Utilization Illuminance:Single Luminaire 30'Above Floor EVO 35/15 6AR MWD LS INPUT WATTS: 18.5,DELIVERED LUMENS:I595LM,LM/W=86,2,1.03 S/MN,TEST NO.LTL27782P1115 180° __ v 1� Coefficients of Utilization �� .90` P1 2D% NWCP Summary pc 80% 70% 50% Zonal Lumen Summary ',�1;\"11;;80' 0° 90 pw 119 11930% 50%30%10% 50I>30%111 jone Lumens %Lamp%Fixture 3„ 0` 1552 1552 0 119 119 119 116 116 116 111 111 111 D°-30° 1151 72.2 72.2 5' 1528 1535 1 114 111 108 109 106 104 105 103 101 0'-40' 1511 94.7 94.7 .. '`,,,,60° 15° 1549 1564 2 108 103 99 101 98 95 98 95 93 0'-60' 1593 99.9 99.9 ' '' 35' 1257 1261 3 103796 914 95 90 87 92 88 85 90'-1 1595 100.0 100.0 .0 35' 597 584 ,4 97 90 84 89 84 80 97 82 79 90°•180° 0 0.0 0.0 9..10* 45° 90 8 cc-158 93 84 78 83 78 74 81 77 73 0'-180' 1595 100.0 100.0 55° 3 3 BB 79 73 79 73 69 77 72 68 12..11011i65' 1 1 7 83 74 68 74 68 64 72 67 63 40° 75' 1 1 8 79 70 64 69 64 60 68 63 59 1,..,•=411111k, 85' 0 0 9 75 66 60 65 60 56 64 59 56 0' 20` 80 0 0 10 72 62 56 62 56 52 61 56 52 0` 90° EVO 35/45 6AR MWD LS I INPUT WATTS:46.9,DELIVERED LUMENS:4623LM,LM. =98.5, 1.03 S/MH,TEST NO.LTL27782P1241 180° V, -� 1 Coefficients of Utilization t-"'"...1111111 90` p 20% 1a CP Summary pc 80% 70% 50% Zonal Lumen Summary ``` lilt 80° 0' 90_ pw 70%50%30% 501630%10% 50%30%10% Zone Lumens %Lamp%Fixture 9 0' 4499 4499 0 119 119 119 116 116 116 111 111 111 0'-30' 3336 72.2 72.2 �� ' 5° 4429 x4.18 1 114 111 108 109 106 104 105 103 101 0'-40' 4380 94.7 94.7 ;60' 15° 4.490 4534 2 108 103 99 101 98 95 98 95 93 0°-60' 4619 99.9 99.9 18.111111‘, 25' 3643 3655 3 103 96 91 95 90 87 92 88 85 0`-90' 4623 100.0 100.0 35° 1731 1694 ,4 97 90 94 89 84 80 87 82 79 90'-180' 0 0.0 0.0 27..111'11101� 45' 260 243 c�5 93 84 78 83 78 74 81 77 73 0°-180° 4623 100.0 100.0 55' 9 8 ¢6 88 79 73 78 73 69 77 72 68 36..� 65° 2 3 7 83 74 68 74 68 64 72 67 63 ° 75` 2 2 8 79 70 64 69 64 60 68 63 59 45.; .40 95' 0 0 9 75 66 60 65 60 56 64 59 56 20° 90 0 0 10 72 62 56 62 56 52 61 56 52 _ _ 0° 90' EVO 35/175 6AR MWD LS 1�NPUT WATTS 175.3,DELIVERED LUMENS: 17801LM,LM/W=101.5, 1.06 S/MN,TEST NO.ISF 34035P268 180 _ ll ��''t Coefficients of Utilization ��■90° p1 20% �7 CP Summary Pc 80% 70% 50% Zonal Lumen Summary 1 ■80' 0: 90 pw 7Q°y50%30% 50%30%10°!° 50%30%10% gone Lumens %Lamp%Fixture \`,' 0• 16146 16146 0 119 119 119 116 1 1 6 116 111 111 111 0'-30' 12002 67.4 67.4 5• 16095 16027 1 119 71 t 108 108 706 104 104 103 107 0°•40' 16291 91.5 91.5 3 „L1,,,,60` 15° 16214 16013 2 106110131 03 98 101 97 94 98 95 92 0°-60' 17746 99.7 99.7 r1,' ' 25° 13435 13347 3 102 95 90 94 89 86 91 87 84 0'•90' 17801 100.0 100.0 35° 6981 7024 cr 4 97 89 83 68 62 78 85 81 77 90'-120' 0 0.0 0.0 96..,11'• 45° 1387 1491 ¢5 91 83 77 82 76 72 80 75 71 90'-130° 0 0.0 0.0 55° 93 100 6 87 77 71 77 71 67 75 70 66 90°-150° 0 0.0 0.0 1280. 65° 34 36 7 82 73 68 72 66 62 71 65 61 90°-180° 0 0.0 0.0 40` 75° 13 73 8 78 68 62 67 62 57 66 61 57 0°-180° 17801 100.0 100.0 16...1.��-• 85° 2 2 9 74 64 58 63 58 54 62 57 53 2D° 90 0 0 10 70 60 54 60 54 50 59 54 50 0• 90° PHOTOMETRY NOTES • Tested in accordance with IESNA LM-79-08. • Tested to current IES and NEMA standards under stabilized laboratory conditions. • CRI:85 typical. EVO-6-OPEN I GOTHAM ARCHITECTURAL DOWNLIGHTING 11400 Lester Road Conyers GA 30012 I P 800.315.4982 I gothamlighting corn gotham• PAGE 8 OF 10 6 2014-2018 Acuny Brands lighting.Inc.AS Riglits Reserved. Rev.03/01/15,Specifications subject to change without notice. a 6"EVO got h a m Downlight Solid-State Lighting LUMEN OUTPUT MULTIPLIER-CCT Reflector Finish Multiplier CRI CCT Multiplier LS-Specular 1 2700K 0.916 ISS-Semi Specular 0.956 3000K 0.948 WR-White 0.87 80 3500K 1 LD-Mat Diffuse 0.85 4000K 1.032 BR-Black 0.73 5000K 1.1 2700K 0.748 3000K 0.8 90 35000 0.838 4000K 0.845 5000K 0.945 [00-6-OPEN I GOTHAM ARCHITECTURAL DOWNLIGHTING 11400 Lester Road Conyers GA 30012 I P 800.315.4982 I gothamlighting.com gotha m` PAGE 9 OF 10 02014-2018 Acuity Brands Lighting,Inc.All Rights Reserved. Rev.03/01/18.Specifications subject to:hange*dhoti'notice. EVO gothama Downlight Solid-State Lighting CONTROLS Choose Wall Controls. nCM PDT APOOM2P DX_._..� nLIGHT oQers multiple styles of wall controls —each with varying features and user experience.• A 111 • 0 _cal 4 . . ,PS$0 El 7. 0 Lao __ B • Push-Button WalIPod © WallPod (-4" - Graphic Traditional tactile buttons Gra PPPS 80E1 and LED user feedback Full color touch screen provides a sophisticated WIRING KEY look and feel .. a .on p Q .:...:.....:.. oPo NA (1) - • . _ • CAT-Se Gbk Lbw Pero; DfomgookkppsJACM ADCX EXAMPLE Group Fixture Control* 'Application diagram applies for fixtures with eldoLED drivers only. nPS 80 El Dimming/Control Pack(qty 2 required) nPODM 2P DX Dual On/Off/Dim Push-Button WallPod nCM ADCX Daylight Sensor with Automatic Dimming Control nCM PDT 9 Dual Technology Occupancy Sensor Description:This design provides a dual on/off/dim wall station that enables manual control of the fixtures in Row A and Row B separately. Additionally,a daylight harvesting sensor is provided so the lights in row B can be configured to dim automatically when daylight is available.An occupancy sensor turns off all lights when the space is vacant. nLighte Control Accessories: Outer as separate catalog number. Visit w+•'vt.sensorswitch,cominli,eht for complete listing of nLight controls. WallPod stations Model number Occupancy sensors Model number On/Off nPODM [color] Small motion 360°, ceiling (PIR/dual tech) nCM 9/ nCM PDT 9 On/Off & Raise/Lower nPODM DX(color] Large motion 360c, ceiling (PIR/dual tech) nCM 10/nCM PDT 10 Graphic Touchscreen nPOD GFX[color] Wide view (PIR /dual tech) nWV 16/nWV PDT 16 Photocell controls Model number Wall Switch w/Raise/Lower (PIR/dual tech) nWSX LV DX/nWSX PDT LV DX Dimming nCM ADCX Cat-5 cables(plenum rated) Model number 10'. CATS 10FT CAT5 10FT ii 15'. CAT5 15FT CAT5 15FT 11 ��• Capable Luminaire This item is an A+capable luminaire,which has been designed and tested to provide consistent color appearance and out-of-the-box control compatibility with simple commissioning. • All configurations of this luminaire meet the Acuity Brands'specification for chromatic consistency • This luminaire is part of an A+Certified solution for nLight"control networks when ordered with drivers marked by a shaded background* • This luminaire is part of an A+Certified solution for nLight control networks,providing advanced control functionality at the luminaire level,when selection includes driver and control options marked by a shaded background* To learn more about A+,visit www.acuitybrands.com/apius. *See ordering tree for details L EVO-6-OPEN IGOTHAM ARCHITECTURAL DOWNLIGHTING 11400 Lester Road Conyers GA 30012 I P 800.315,4982 i gothamlighting.com gotha nB PAGE 10 OF 10 C 2014-2018',curly brands lighting,Inc All Rights Reserved Rev.03/01/18.Specticatro,s subject to change wit hail notiLe. SISTEMALUX SPECIFICATION SHEET LIFT SQUARE #S.50 39W T4.5 METAL HALIDE, 4 WINDOWS MODEL VOLTAGE FINISH LAMPING: G8.5 BASE LIFT SQUARE is an outdoor wall application. This die-cast PROJECT NAME: aluminum application is powder painted for high corrosion resistance. It emits 2° narrow beams or 60° wide beams, TYPE: QTY: ideal for decorative illumination on architecture. LAST UPDATE OCTOBER 11,2012 Q S.5091 0 8.5081 TEMPERED GLASS W/FROSTED TRIMS WIMP, (X4,TYP.) IDIE-CAST ALUMINUM HOUSING AND BASE POWDER PAINTED FOR HIGH CORROSION �F i >> _____._________._w RESISTANCE 60° 2° ISOMETRIC VIEW 60° • 60° 2° 2° 60° 2° BOTTOM VIEW 8"(205mm) 7-1/2"(190mm)- - ' DIE-CAST ALUMINUM -------------- q- HOUSING POWDER • �^I. � PAINTED FOR HIGH • I II1 CORROSION ) ; 1; Q /-..-77—'‘(/- C RESISTANCE p� ( r1. 7-1/8"SQ. li ''r ,..........41 ` h 39W T4.5 r (180mm) ; i ° ' ; " METAL HALIDE ';„«�:' I - 3 I y� Q I I (NOT INCLUDED) :::li JUNCTION BOX —�'({'f-� o L.)) 1 (NOT INCLUDED) 1111L,..1.1 1 .---- ELECTRONIC BALLAST FOR(1) 39W METAL HALIDE WALL FRONT VIEW SIDE VIEW (IP 65 IK 06) ACCESSORIES(TO SE ORDERED SEPARATELY) METAL FINISH VOLTAGE 0 0 8.5010 -WIDE BEAM LENS O 01-WHITE Q 120 V (ONLY FOR S.6091) Q 14-ALUMINUM GREY 0 O 8.5000 -COLOR CONVERSION FILTERQ 0 277 V 18-RUSTY CORTEN 5455 de Gaspe SISTEMALIFT SQUARE suite 100,Montreal(Quebec) C CO cc CanadaH2T3B3 4 WINDOWS P.:514.523.1339 F.:514.525.6107 DUE TO CONTINUOUS IMPROVEMENTS,THE INFORMATION HEREIN MAY BE CHANGED WITHOUT NOTICE. MGD-R1 LIFT SPECIFICATION SHEET PAGE 1 OF 4 WINDOW Project name: Type: 5.6090 S.5080 Wall effect luminaire suitable for exterior architectural applications. Luminaire characteristics: Power input:18.5W 0 7 Lumens: 435 or 805 Nominal data, refer to IES files for (180mm) absolute data.Im Luminaire efficacy:23 or 44lm/VV Source:White LED,(LM-80 tested) 3000K:90CRI i 4000K:90CRI Lumen maintenance:70%of initial lumens at 50 000 hours (L70).(LM-79 tested). FRONT VIEW Optics:Available in narrow or wide flood beam. Material: Body:Die-cast aluminum Diffuser:Clear tempered glass Reflector:99.98%pure aluminum. Hardware:Stainless steel screws and silicone gaskets jLI 7W Electrical: Universal high efficiency electronic power supply, (190mm) 8 rated at 50 000 hours,120-277V. ( (205mm) Mounting:Install on a standard 4"junction box. Finish:Aluminum gray. Weight:13.4lbs(6.1kg). Warranty:5 year limited warranty. Certification:cULus listed for wet location. BOTTOM VIEW Ratings:IP65,IK06 DUE TO CONTINUOUS IMPROVEMENTS,THE INFORMATION HEREIN MAY BE CHANGED WTHOUT NOTICE. LAST UPDATE.MAY 03,2017 MD-R2 SI Srr P514.523.1339 B . 1F 514525607 wwm sisttemahncmm Canatla H2N 1N7 C LIFT SPECIFICATION SHEET PAGE 2OF2 4 WINDOW Project name: Type: TECHNICAL DATA Visit sistemalux.com for complete photometric data. LOAD CCT CRI OPTIC LUMENS EFFICACY MAX CANDELA MODEL (V) (K) Om) (Im/w) (cd) Wde flood 805 44 340 S.5090W 18.5W 3000K 90 Narrow 435 24 2565 S.5080W . . 7.7. 7. 1 o 1,,. 7. 7$ 7 m:0.. Scr° er 117 In 6D° 233 232 SD° l ♦ 350 40 J Kr 2J° 3r 400 L -0°H -90°H 15k 0,5k !2k k0255 t 3000K-90CRI - 4x60°Wde flood . . 7.7. ., 7. 7.7. , , D, Rr^ 433 py 157 2w 1.300 60' 1,33 2.163. 64° 2.600 10° 20° 300 40° -0°H -90°H 55 055 451 etle 115 125 ■2255 l 1 3000K-90 CRI - 4 x 2°Narrow ORDERING INFO MODEL VOLTAGE FINISH MODEL VOLTAGE FINISH O S.5090W-3000K,Wide flood UNV-120-277V ( 14-Aluminum gray Q S.5090N -4000K,Wide flood • S.5080W-3000K,narrow • S.5080N -4000K,narrow DUE TO CONTINUOUS IMPROVEMENTS,THE INFORMATION HEREIN MAY BE CHANGED WTHOUT NOTICE. LAST UPDATE.MAY 03,2017 MD-R2 STi�r�l J�1 iVEt Li J-t C S) US 4 5231 F 514 525 607 wens 5lstamalLeccorn H2N 1 N7 LOOK SPECIFICATION SHEET PAGE 1 OF 2 BOLLARD Project name: Type: 111=1.11111 } Ground mounted bollard suitable for walkways and paths, being a valid alternative to a wall mounted illumination. Luminaire characteristics: Power input:24W Lumens:940 Im(delivered for 3000K) Luminaire efficacy:39 ImNV(for 3000K) 3%,. (290mm) (85mm) Source:Source:White LED,LM-80 tested. 3000K:9OCRI. 4000K:9OCRI. Lumen maintenance:>70%of initial lumens at 50 000 hours (L70),(LM-79 tested). TOP VIEW Optics:Accent light. Material: Body:Die-cast aluminum. 1W Diffuser:Tempered glass. (43mm) Hardware:Stainless steel screws and silicone gaskets - I i Electrical: Universal high efficiency electronic power supply, rated at 50 000 hours,120-277V. Mounting:Install with flange accessory or fasten to ground. 34%" Finish:White,Aluminum gray or Burnished bronze. (870mm) Weight: 22W 580mm) S.7260:10.4lbs(4.7kg) 11� S.7261:15.4lbs(7kg) 290mm) S.7262:20.3lbs(9.2kg) 1 - Warranty:5 year limited warranty. FRONT VIEW SIDE VIEW Certification:cULus listed for wet location. S.7260 S.7261 S.7262 Ratings:IP65,IK03 DUE TO CONTINUOUS IMPROVEMENTS,THE INFORMATION HEREIN MAY BE CHANGED WITHOUT NOTICE. LAST UPDATE.DECEMBER 09,2016 LB.R3 SIS� 1 9320Boul452 1339 F 1s45le 900,07 w4w(Quebec) xcom H2N1M 1 c �1 U8 514 5231339 F 514.5256107 www sistemaluz corn LOOK SPECIFICATION SHEET PAGE:2 OF BOLLARD Project name: -*day Inn Express-OFi-i Type:XP TECHNICAL DATA LOAD CCT CRI OPTIC DELIVERED LUMINAIRE CENTER BEAM MODEL LUMENS EFFICACY CANDLE POWER 90 (K) 1.1 (50/c) (m) Accent light 940 39 574 5.7260W-290mm 24W 3000K 90 Accent light 940 39 574 S.7261 W-580mm Accent light 940 39 574 S.7262W-870mm IA w m re n w n 166) 03 \�! w �\J r A0 VP CPN a R1 raw a ■-PX ■-PX -9PX �...� f.90•X •rasa ws i : •oms 3000K-90CRI-Accent light-290mm 3000K-90 CRI-Accent light-580mm IU Rs w J M 7 w rwIP w r •-1H ■-M•K • 3000K-90 CRI-Accent light 870mm ACCESSORY(TO BE ORDERED SEPARATELY) 0 5.7288-Flangestainless steel screwsT 8X`x 1'%/.,,H: (290mm x 43mm,H:235mm) ORDERING INFO 5,7262W- UNV - MODEL VOLTAGE (FINISH MODEL VOLTAGE FINISH O S.7260W-3000K-290mm C UNV-120-277V 0 01-White Q S.7260N-4000K-290mm 0 14-Aluminum gray O 6.7261W-3000K-580mm 20-Burnished bronze Q S.7261 N-4000K-580mm S.7262W-3000K-870mm Q S.7262N-4000K-87amm DUE TO TO CCSOONNTINIUOU■■SS IMPROVEMENTS.MNTTHE 1INNFO�R�M INFORMATION HEREIN MAY BE CHANGED WITHOUT NOTICE. LAST UPDATE.DECEMBER 09,X116 LB-R3 SISI F1'ii Min( 9323 G®US 65231009 F:sate 1B1Nwxwsuk.)Co l H2N 1N7 WST LED umber Architectural Wall Sconce Notes "Zr 1 FI e-C1' cccC iETypeDL cn�n ••i not Capable Luminaire Specifications This item is an A+ capable luminaire, which has been Luminaire designed and tested to provide consistent color appearance and system-level interoperability. Height: 8-1/2" • All configurations of this luminaire meet the Acuity Width: 17" Brands' specification for chromatic consistency 10 3116" • This luminaire is A+ Certified when ordered with Depth: DTL controls marked by a shaded background. DTL as9will DLL equipped luminaires meet the A+ specification Weight: 20 lbkg for luminaire to photocontrol interoperabilityl • This luminaire is part of an A+ Certified solution for ROAMz or XPointTM Wireless control networks, providing out-of-the-box control compatibility Iwith simple commissioning, when ordered with I--W FLI: drivers and control options marked by a shaded background' Optional Back Box (PBBW) To learn more about A+, 4" visit Height: Width: 5-1/2" See ordering tree for details. 140cT' A+ Certified Solutions for ROAM require the order of Depth: 1-1/2" one ROAM node per luminaire. Sold Separately: to Roam; Link to DTL DLL FOR 3!4'NPT — b D SIDE-ENTRY \ .\ \ : : i �. 445 —' --\_FOq1,4- i MOUNTING BOLTS L —w Optional Back Box (BBW) Height: 4 (10.2 crr) Width: 5-1/2" (+1t1c Depth: 1-1/2" W For 3/4' NPT D side-entry condo t I0I H _0 off, I Li MalWA One L;thonia Way • Conyers,Georgia 30012 • Phone:800.279.8041 • WST-LED /fai"/j7 ©2011-2017 Acuity Brands Lighting, Inc All rights reserved Rev. 11/01/,7 A+CapWNap0onsadinled bythis ookf Wipeout Ordering Information EXAMPLE:WST LED P1 40K VF MVOLT DDBTXD WST 1E0 Series Performance Package Color temperature Dtstrrbutmr Voltage Mounting WST LED PI 1,500tomen portage 270 2300K VF Vsual comfort forward throw MVOLT' 277' Shipped Included P2 3,000 Lumen package 30K 3000K VW Visual comfort wide i 347' (blank) Surface mounting bracket P3 6,000 Lumen package 40K 4000K 2000 I 48p, Shipped separately SOK S000K 247 BBW Surface-mounted back box' PBBW Premium surface-mounted bad bon!' • Options Finish fregmred) PE Photoelec:ne rell,buuon typeE7WC Emergency battery backup,Non(EC compliant(cold, DDBX0 Dark bronze PEA NEMA twnt-look recepacleon',ylmfN'so'dered separate!' 7W)°° DBLXD Black PERS Flee was receplackon'y(oNrosWeed sepazxl' E7WHR Remote emergency battery backup,Non(E(compliant NOD Natural aluminum PERT Seven-weer receptacle (cmdrolordered s (remote 7W).'' eap Y epacaul' OWIpD Where DOWN Emergency battery pack IBV/constant power,(EC PIA Motion/Ambient tight Sensor,8-10'mounting height' compliant. DSSXD Sandstone PIRIF(30 Motion/ambient sensor,B-15'mounting berght,ambem sensor enabled at Ire. MAID Textured dark bronze VOW( Emergency battery pack-20`018Wconstantpower, PIRH lee maionlambientlght sensor,10-30'mounting heght° CEC compliantp1 DBLBXD Textured black PIRHIFC3V Motion/ambient sensor,13-30mounting heght,ambient sensor enabled at llc'' E23WHR Remote emergency battery backup,Hon(EC eomplhnt ONAIXD Textured natural aluminum SF Single fuse(120,277,3473? (remote 20W)g1a DIVHGX0 Textured white DF Double fuse(208,240,4803? ICE Left side mnduitentry" DSSTXD textured sandstone DS Dual switching' i 0(0 Right side conduit entry" E7WH Emergency battery backup,Non CEC compliant(7W(° Shipped separately ABPW Retrofit back plate' VG Vandal guard" WG Woe guard'' Accessories NOTES B Reference Motion Sensor table. O.e=wd,.a.nnne,.r,,.r.y 1 MVOLT driver operates on any line voltage from 120.2770150/60 9 Not available with Emergency options,PE or PER options. Hal 10 Not available with 347/4803. R5tv(19Bw00BNU omasum Mees•mwnt0pao.om 2 5ingleOuse(SF)requires 12011 2770 or 347V.Double fuse(OF) 11 Battery pack rated For.20'to 402C. MOW 008110 Sudan-meueetlbMbo requires 208V.2400 or 480.3 12 Comes with PBBW. 3 Also available as a upon.accessory;see accessories information. 13 Warranty period is 3yeers. 66000004 Peeuhbadpae 4 Top conduit entry standard. 14 Not.0,1.30 with BMA( 5 Need to specify 120,208,240 or 277 voltage. 15 Must order with fortune,not an accessory. 6 Photocell ordered and shipped as a separate line item from Acuity Brands Controls.Shorting Cap included. 7 Not available with VG or WG.See PER Table. Emergency Battery Operation The emergency battery backup is integral to the luminaire—no external housing required,The design provides reliable emergency operation while maintaining the aesthetic of the product. AP emergency backup configurations include an independent secondary dimer with an integral relay to immediately detect AC power loss,meeting interpretations of I. if ere The emergency battery will power the luminaire for a minimum duration of 90 minutes(maximum duration of three hours)horn the time supply power is est,per n,.,ou,:6wld.oy Coda 500140010113 and? provided luminaires are mounted at an appropriate height and illuminate an open space with no major obstructions. The examples below show illuminance of 1 fc average and 0.1 fc minimum of the P1 power package and VF distribution product in emergency mode. 10 x1D Gridl"nes ♦ �� B and 12 Mounting Height ` tl `tete WSTLED PI 270 VF MVOLT E7WH WST LED P2 400 VF MVOLT E2OW1-1 Oral Llg/gF N/A One LNsonia Way•Conyers,George 3E012•Phone:8002798041• WST.LED tianTIAti *2011-2017 Acuity Brands Lighting,Inc.All rights reserved. Performance Data Lumen Ambient Temperature(LAT)Multipliers Electrical Load - ^_ Use these factors to determine relative lumen output for average ambient temperatures from 0-40'C(32-104'9. 120 208 740 277 347 480 Ambient lumen Multiplier 0`C 321 1.03 11 01 0.06 0.05 0.04 — -- 10'0 501 1.02 P1 to 20'0 681 1.01 25'C 77•P 1,00 P1 DS 14 0.12 0.07 006 OM — — 30% 861 0.99 25 0.21 0.13 0.11 0.1 _ —__...-_.. 40'C 1041 0.98 P2 30 — — — — 0.M 005 P2DS— 25 021 0.13 011 0.1 — — Projected LED Lumen Maintenance ----- — — Values calculated according to IESNA TM-21-11 methodology and valid up to 40°C SO Ill 021 0.21 019 — — 93 56 — — -- — 0.16 0.12 Ope.er.ng Hours 0 26,000 50,000 100,000 _____._.-_— .—....—.. ._ >k 9305 52 043 0]6 0.23 0.21 — — tumrr Manuemanve 10 >0.95 >0.92 >0.87 faring Motion Sensor Default Settings OW, Dimmed State High Level Photocell Ramp up Dwe Il Tim,, Ramp-door !when tngarrrd' Operation Time Time `Paw PIM • 3Y(37%)Output r 1W(100%)Output Enablede5lR i 3sec Salr 1 5min PIRIFC3VofPIRHIFC3V 37(37%)Output 104000%)Output Enabled.1FC i 3sec Slnb 5min 'for use with centriliue Dusk to Dawn PER Table 3'ER PERS(5wuetIIIIIIIIIIIIISEIIIIIIMIIIII II wire) Wire4N15re5 Wee 6/Wee7 PhetosotlbdOnly(OnaOD) A Nhredtodimming leads ondrtver A i Wiled ll,didm kads09 Wires tappedInside hxture IROAM NhredtodimtnrgkWINred m Aiming loads onadsandrter A der WuesGppedinside fulure IROAM with Motion '• 0491 -I A Wired to dimming leads on driver A i vA red tit dimming leads 00 woes capped efutuse driver Futureproor A, Wired lodimmingleads ondriver "It'd°dimmingloon WlresCappedbsgetetuie J driver *III ro lead oa Futwepraof•tMdrlAouon A WkdrodimmirgkadsonNBfer � Nits Capped Inside future J III Recommended pto Will riot work AAlternate *Fu[memoir means:Ability to change controls in the future. Lumen Output Lumen values are born photometric tests performed in accordance with IESNA LM-79-08.Data is considered to be representative of the configurations shown,within the tolerances allowed by Lighting Facts. Srstrts 1 27K 308, 10 Pedamance Warts 127006 70CRIl 13n71h.20CRL 1010E,20 CRC Package IMVOtt'l ®allin®®111111111®®111 ®11IIII121 Pi 12W VF 1 1,494 0 0 0 I 125 1.529 0 0 i 0 127 ' 1,619 ;- 0 0 0 137 1,619 0 ; 0 0 137 VW 1513 0 : 0 0 / 126 . 1,548 . 0 0 0 : 129 ' 1,659 0 0 • 0 138 1,660 0 j 0 , 0 130 W3,163 1� 0 l 1 127 3,237 1 0 1 129 31469 1 0 1 • 139 3,460 1 1 0 1 ' 139 P2 25W _ a VW 3,101 1 0 t 0 128 3,276 1 0 0 131 3,512., 1 0 .1 0 i 140 3512 t 1 0 0 140 SOW VP 6,025 i 1 • 0 • 1 121 6,165 : 1 0 1 ' 123 : 6909 : 1 0 1 : 132 6907 ! 1 , 0 1 132 n VW i 6,098 l 1 t 0 : 1 122 ! 6,240 1 0 1 1 125 • 6,689 1 1 0 i 1 134 6,691 1 1 0 j 1 _ 134 1 h/rI aNfA. One Lithonia Way• Conyers,Georgia 30012 • Phone:800.279.0041 • WST-LED LIG/'T/Afff O 2011.2017 Acuity Brands Lighting,Inc.All rights reserved. Ree 11/01/17 Photometric Diagrams To see complete photometric reports or download.ies files for this product,visit Uthonia Lighting's WS1 LED homepages. Isofootcandle plots for the WST LED P3 40K VF and VW.Distances are in units cf mounting height(10'). Distribution overlay comparison to 175W metal halide. LEGEND ' 3 2 1 0 1 t 3 4 _ 4 $ 2 1 0 1 2 3 4 f. LEGEND • a t' W5T 0.1 fc 3 _ Y.f _.I : 3 3 i . . .. 1 i ■ LED, �. � i i LED, 0.5 fc 2 _...._. ; 2 -- -/;�/- -4 --i f �0�.55{fc _ ' f + f WST .. 1 C 1.0 fc a c HID, IV S.Ofc ° � ` a ° �.. f T i a 0.5fc 1 t ! M I1 C'W Wewa1S 1 - 4 -' -' ' .1 ::P:: Li i i ( M i L� WST HID: WST LED: a -, vF I • c -' 4 i i i i, 1 o -' WST HID F 0.72 213W 50W I z 2 i t 1 I i vw ' z Z WST LED=0.95 j'C'' J t,,� WST LED P344KVF, Ou r ' WST 175M FT Probe.12'Mounting Ht FEATURES & SPECIFICATIONS INTENDED USE ELECTRICAL The classic architectural shape of the WST LED was designed for applications such as hospitals, Light engine(s)consist of 98 high-efficacy LEDs mounted to a metal core circuit board and schools,malls,restaurants,and comme-cial buildings. The long life LEDs and driver make this integral aluminum heat sinks to maximize heat dissipation and promote long life(100,000 luminaire nearly maintenance-free. hrs at 40`C,LB7). Class 2 electronic driver has a power factor>90%,THD <20%. Easily- CONSTRUCTION asilyCONSTRUCTION serviceable surge protection device meets a minimum Categcry B(per ANSI/IEEE C62.41.2). The single-piece die-cast aluminum housing ntegrate:secondary heat sinks to optimize thermal INSTALLATION transfer from the internal light engine heat sinks and promote long life. The driver is mounted in A universal mounting plate with integral mounting support arms allows the fixture to hinge direct contact with the casting for a low operating temperature and long life.The die-cast door down for easy access while making wiring connections. frame is fully gasketed with a one-piece solid silicone gasket to keep out moisture and dust, LISTINGS providing an IP65 rating for the luminaire. CSA certified to U.S.and Canadian standards. Luminaire is IP65 rated.PIR and back box FINISH options are rated for wet location. Rated for-30°C to 40°C ambient. Exterior parts are protected by a zinc-infused Super Durable TGIC thermoset powder coat finish that provides superior resistance to corrosion and weathering. A tightly controlled multi-stage DesignLights Consortiums (DLC)Premium qualified product. Not all versions of this process ensures a min mum 3 mils thickness for a finish that can withstand extreme climate product may be DLC Premium qualified. Please check the DLC Qualified Products List changes without cracking or peeling. Standard Super Durable colors include dark bronze,black, at .• _ to confirm which versions are qualified natural aluminum,sandstone and white. Available in textured and non-textured finishes. WARRANTY OPTICS S-year limited warranty. Complete warranty terms located at: Well crafted reflector optics allow the light engine to be recessed within the luminaire,providing wxvc:.c.trtyb:artd>.c:ctrlt.-.u:.t‘-s11c-rke5cLi/Caa•'itrrti. arta,c,'i'tions aspx. visual comfort, superior distribution,uniformity,and spacing in wall-mount applications. The WST LED has zero uplight and qualifies as a Nighttime Friendly"'product, meaning it is consistent with Note:Actual performance may differ as a result of end-user environment and application. the LEEDS and Green Globes'""criteria for eliminating wasteful uplight. All values are design or typical values, measured under laboratory conditions at 25°C. Speci'ications subject to change without notice. i WST-LED (A:, 6��sii�� One Lithonia Way • Conyers, Georgia 30012 • 800.279.8041 • Ira ri°AA 0 2011-2017 Acuity Brands Lighting, Inc. All rights reserved. Rev. 11/01/17 3. ow e rte..ow moo..r,.A............o...Pow..r...,a.....-..mom som.r..,.. --•1..e.... a a......,a..e.-...omo......to.".u ILJ W ; 1 m}" s—. 11, Q N leili 11 �Lb $ - g. (At r .C...\ dillifid...7 ." */ Fr /'•.!Gpi�fir: i yy /;;vi.,„, GAO . . 4 ,/ e %/iii i: /// „/,/,l% z 101f ! Oti •07,,..2 2 F o- I�ile.z ",-.§ $}° 11 ii • I N Q €.• _ i • 1.... ei -.- i 1 1 1F w j j a— um,nun w i i I . 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' .. _ - -- - - --- --- J - ' 1 ili . • , t. . . r• 4 I , - . .. .. i , . . . , ,,,. ,. .•.. ' '' a "'rlivor- -- - . — •- 'Tr ... , - 1,24..-ft,- 1 g M f - -•--i, - . - - ,--: -- i :v.- ..i..1....J-11ES i --- _---.--,•._.-- f• -... i ._ . ..- _ VI , ; '0; ‘• Q, • * *+. „ 0,1t • tre • tos -41,1111Plig OAR " 7* it * wr tr w 1HG Green EngageTM Environmental sustainability tool 2_014 1H34 InterContinent al G R12 Hotels Group e e ctIrglitiW44.V.01WItifer$1...#401111114 What is IHG Green. Engage'E‘i? IHG Green Engage is an innovative online sustainability system designed to help hotels monitor, reduce and manage waste, water and energy consumption and carbon emissions. This tool contains over 200 Green Solutions spread out across 4 levels of certification. 4 4 GREEN Gr engage engage engage engage HI VHINNOVATOR LEADER +h K,;,r t, leading the way FYF1 owr i rvrt Two 4 FVFi TKREF I Fyn Four, There are two sets of Green Solutions, one for existing hotels and one for new hotels. Each Green Solution has step by step guides, clear requirements for completion, financial considerations and references. Energy and water benchmarks enable hotels to compare performance against hotels worldwide based on climate and other environmental factors. The carbon calculator helps hotels to measure their total carbon footprint, carbon footprint per occupied room and the carbon footprint of a meeting all of which help in responding to RFPs. vICt GREEN engage 2 by use IHG Green Engage at my hotels? Utilities are typically a hotels second highest cost. • 111111111110111111 M.118.1". • L . _ ,i. balms bette 11MA _1 MIi 11111 IHG Green Engage can help hotels to save up to 25% in energy. Designed by IHG, for IHG hotels. Over 2,700 properties currently participate in IHG Green Engage. II a 75% of frequent travellers care about the environment. Knowing this, there is an "IHG Green Engage hotels feature" on branded booking sites and Dim booking collateral f engage 4 3 • "'---,..,;.41.4.----:-:;;'':::,,,. . ,;-,'---4-,m,-,.-1.4„,-- *,•7:-1,4*.'* .t4h' It*. *11;'14.it.' V 0.* ***;*.' *:. .A.41,11. allia it*W44 is 1HG Sales booklet of Environmental Sustainability ..-- Sates docurert 2.01B - dir 1110 .. it. 410 a V * .... I - 'L*4.: intercontinental 6 v a 5 I 4 Hotels Group e e . .. i - *Siont t * - - - • - t t 4t, • 'IL Sustainability at the Core of 1HG "Building trust and being a responsible i . `' business are fundamental. Our size and scale - ` , 0-......9 give us a big responsibility. The great news is rthat doing the right thing strengthens our reputation and reinforces trust in our brands. It shows,for instance, that we're listening to our r''' t " stakeholders. A growing number of our guests r` want to make sustainable choices and lots of our corporate clients want proof of our green credentials". utak IF Richard Solomons CEO of IHG 1 2 3 . .4, ,,,,, Brands People Delivery 11 ¢�Aeci Environmental Sustainability - • .b„y,ncss ran o.},h creates value at IHG Quick return on investment �` u Anticipates our guest needs through `' ' , s product and service innovation and responsibility r (1)- ” , .- -i Aligns with our guest and corporate ` k - ..\ ! ,en, client values ,- . - ' ,_ ,,, It,* s' v,,,,, is„.4 l ` x;` „' / , , -- - 7) Assists in the identification of / r ,-i " opportunities in 'green'emerging ¢' markets I - Positions IHG ahead of the regulatory curve Enhances our reputation responsibly Where we play OUR I VA. V OWNERScorporate F r i,f,I i;r, Resp®risibility REP®RT BRE t tr Improved Asset Value and GOP Clicking �H_�—^ Mitigates against macroeconomic conditions e 1..\ Reduces our risk • Builds our reputation and owner advocacy through leading practices I i15 i 1 i t,5 Vj k, 1.04 2 IHG Green Engage What is Green Engage? It IHG GREEN ENGAGE is an online tool designed by IHG to identify the most appropriate "green" solutions for hotels. lb IHG Green Engage helps hotels measure, manage, and report their energy, water and waste. i..„,,,- ‘ ' It IHG Green Engage is the only existing hotel program to be LEED (Leadership in Energy and Environmental Design) aligned with the U.S. Green Building Council. it Designed by IHG, for IHG hotels 4%' Cost efficient — some alternatives are 6x more expensive A v More than 50% or IHG properties currently participate It IHG's Sustainability program recently won the GBTA Project Icarus Gold Medal Award. �NGPGE coMe' cff Nk& ORkAo S ? r .,- it = , ___,T., :..,_7 amt rrrr i,m'r t ititlIttii rii1trill 4 GREEN engage ' 3