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05-05-21 Planning Commission
APPROVAL OF THE AGENDA APPROVAL OF MINUTES April 7, 2021 Planning Commission Regular Meeting 04 -07 -21 PC.PDF PLANNING CASES Planning Case 21 -006 –4073 Valentine Court -Variance Request To Allow A 3rd Stall Garage Addition (No Public Hearing Required) MEMO.PDF ATTACHMENT A.PDF ATTACHMENT B.PDF ATTACHMENT C.PDF ATTACHMENT D (11X17).PDF Planning Case 21 -011 –3855 Lexington Avenue -Chick -Fil -A –Conditional Use Permit, Master Planned Unit Development And Final Planned Unit Development (Public Hearing Required) MEMO.PDF ATTACHMENT A.PDF ATTACHMENT B.PDF ATTACHMENT C.PDF ATTACHMENT D.PDF ATTACHMENT E.PDF ATTACHMENT F.PDF ATTACHMENT G.PDF Planning Case 21 -005 –Zoning Code Amendment To Allow Places Of Worship As A Conditional Use In The I -Flex District (Public Hearing Required) MEMO.PDF ATTACHMENT A.PDF ATTACHMENT B.PDF ATTACHMENT C.PDF Planning Case 21 -008 –Zoning Code Amendment To Section 1355 (Shoreland) Regarding Accessory Structures (Public Hearing Required) MEMO.PDF ATTACHMENT A.PDF ATTACHMENT B.PDF ATTACHMENT C.PDF ATTACHMENT D.PDF UNFINISHED AND NEW BUSINESS COMMENTS AND REPORTS Report From The City Council Planning Commission Comments ADJOURNMENT ADJOURN A quorum of the City Council may be present at this meeting. Chair: Paul Vijums Commissioners: Steven Jones James Lambeth Subbaya Subramanian Jonathan Wicklund Clayton Zimmerman Marcie Jefferys Kurt Weber Council Liaison: Fran Holmes Planning Commission May 5, 2021 6:30 p.m. City Hall Address: 1245 W Highway 96 Arden Hills MN 55112 Phone: 651 -792 -7800 Website : www.cityofardenhills.org City Vision Arden Hills is a strong community that values its unique environmental setting, strong residential neighborhoods, vital business community, well -maintained infrastructure, fiscal soundness, and our long -standing tradition as a desirable City in which to live, work, and play. This meeting can be accessed remotely by joining via Zoom T o join the Zoom Meeting via your computer, click this link (or copy and paste it into a new browser): https://us02web.zoom.us/j/89662565819 This meeting will be streamed live on local Cable Channel 16 and available for playback on our website Agenda CALL TO ORDER 1. 2. 2.A. Documents: 3. 3.A. Documents: 3.B. Documents: 3.C. Documents: 3.D. Documents: 4. 5. 5.A. 5.B. 6. APPROVAL OF THE AGENDAAPPROVAL OF MINUTESApril 7, 2021 Planning Commission Regular Meeting04-07 -21 PC.PDFPLANNING CASESPlanning Case 21 -006 –4073 Valentine Court -Variance Request To Allow A 3rd Stall Garage Addition (No Public Hearing Required)MEMO.PDF ATTACHMENT A.PDF ATTACHMENT B.PDF ATTACHMENT C.PDF ATTACHMENT D (11X17).PDF Planning Case 21 -011 –3855 Lexington Avenue -Chick -Fil -A –Conditional Use Permit, Master Planned Unit Development And Final Planned Unit Development (Public Hearing Required) MEMO.PDF ATTACHMENT A.PDF ATTACHMENT B.PDF ATTACHMENT C.PDF ATTACHMENT D.PDF ATTACHMENT E.PDF ATTACHMENT F.PDF ATTACHMENT G.PDF Planning Case 21 -005 –Zoning Code Amendment To Allow Places Of Worship As A Conditional Use In The I -Flex District (Public Hearing Required) MEMO.PDF ATTACHMENT A.PDF ATTACHMENT B.PDF ATTACHMENT C.PDF Planning Case 21 -008 –Zoning Code Amendment To Section 1355 (Shoreland) Regarding Accessory Structures (Public Hearing Required) MEMO.PDF ATTACHMENT A.PDF ATTACHMENT B.PDF ATTACHMENT C.PDF ATTACHMENT D.PDF UNFINISHED AND NEW BUSINESS COMMENTS AND REPORTS Report From The City Council Planning Commission Comments ADJOURNMENT ADJOURN A quorum of the City Council may be present at this meeting. Chair:Paul VijumsCommissioners:Steven JonesJames LambethSubbaya SubramanianJonathan WicklundClayton Zimmerman Marcie JefferysKurt WeberCouncil Liaison:Fran Holmes Planning Commission May 5, 2021 6:30 p.m. City Hall Address:1245 W Highway 96 Arden Hills MN 55112 Phone:651 -792 -7800 Website : www.cityofardenhills.org City VisionArden Hills is a strong community that values its unique environmental setting, strong residential neighborhoods, vital business community, well -maintained infrastructure, fiscal soundness, and our long -standing tradition as a desirable City in which to live, work, and play. This meeting can be accessed remotely by joining via ZoomTo join the Zoom Meeting via your computer, click this link (or copy and paste it into a new browser): https://us02web.zoom.us/j/89662565819This meeting will be streamed live on local Cable Channel 16 and available for playback on our website AgendaCALL TO ORDER1.2.2.A.Documents:3.3.A.Documents: 3.B. Documents: 3.C. Documents: 3.D. Documents: 4. 5. 5.A. 5.B. 6. APPROVAL OF THE AGENDAAPPROVAL OF MINUTESApril 7, 2021 Planning Commission Regular Meeting04-07 -21 PC.PDFPLANNING CASESPlanning Case 21 -006 –4073 Valentine Court -Variance Request To Allow A 3rd Stall Garage Addition (No Public Hearing Required)MEMO.PDFATTACHMENT A.PDFATTACHMENT B.PDFATTACHMENT C.PDFATTACHMENT D (11X17).PDFPlanning Case 21 -011 –3855 Lexington Avenue -Chick -Fil -A –Conditional Use Permit, Master Planned Unit Development And Final Planned Unit Development (Public Hearing Required)MEMO.PDFATTACHMENT A.PDFATTACHMENT B.PDFATTACHMENT C.PDFATTACHMENT D.PDFATTACHMENT E.PDFATTACHMENT F.PDFATTACHMENT G.PDFPlanning Case 21 -005 –Zoning Code Amendment To Allow Places Of Worship As A Conditional Use In The I -Flex District (Public Hearing Required)MEMO.PDFATTACHMENT A.PDFATTACHMENT B.PDFATTACHMENT C.PDFPlanning Case 21 -008 –Zoning Code Amendment To Section 1355 (Shoreland) Regarding Accessory Structures (Public Hearing Required)MEMO.PDFATTACHMENT A.PDFATTACHMENT B.PDFATTACHMENT C.PDFATTACHMENT D.PDFUNFINISHED AND NEW BUSINESSCOMMENTS AND REPORTSReport From The City CouncilPlanning Commission CommentsADJOURNMENTADJOURN A quorum of the City Council may be present at this meeting. Chair:Paul VijumsCommissioners:Steven JonesJames LambethSubbaya SubramanianJonathan WicklundClayton Zimmerman Marcie JefferysKurt WeberCouncil Liaison:Fran Holmes Planning Commission May 5, 2021 6:30 p.m. City Hall Address:1245 W Highway 96 Arden Hills MN 55112 Phone:651 -792 -7800 Website : www.cityofardenhills.org City VisionArden Hills is a strong community that values its unique environmental setting, strong residential neighborhoods, vital business community, well -maintained infrastructure, fiscal soundness, and our long -standing tradition as a desirable City in which to live, work, and play. This meeting can be accessed remotely by joining via ZoomTo join the Zoom Meeting via your computer, click this link (or copy and paste it into a new browser): https://us02web.zoom.us/j/89662565819This meeting will be streamed live on local Cable Channel 16 and available for playback on our website AgendaCALL TO ORDER1.2.2.A.Documents:3.3.A.Documents:3.B.Documents:3.C.Documents:3.D.Documents:4.5.5.A.5.B.6. Approved: May 5, 2021 CITY OF ARDEN HILLS, MINNESOTA PLANNING COMMISSION WEDNESDAY, APRIL 7, 2021 6:30 P.M. - ARDEN HILLS CITY HALL CALL TO ORDER/ROLL CALL Pursuant to due call and notice thereof, Chair Paul Vijums called to order the regular Planning Commission meeting at 6:30 p.m. Due to the COVID-19 pandemic this meeting was held virtually. ROLL CALL Present were: Chair Paul Vijums, Commissioners Steven Jones, James Lambeth, Subbaya Subramanian, Kurtis Weber, and Jonathan Wicklund. Absent: Commissioners Marcie Jefferys and Clayton Zimmerman. Also present were: Planning Consultants Jane Kansier and Corinne Bemus; City Administrator Dave Perrault; and Councilmember Brenda Holden. APPROVAL OF AGENDA – APRIL 7, 2021 Chair Vijums stated the agenda will stand as published. APPROVAL OF MINUTES January 6, 2021 – Planning Commission Regular Meeting Commissioner Subramanian moved, seconded by Commissioner Jones, to approve the January 6, 2021, Planning Commission Regular Meeting as presented. A roll call vote was taken. The motion carried unanimously (6-0). PLANNING CASES A.Planning Case 21-001; Boston Scientific Building 14 Addition – Amendment to Planned Unit Development – Public Hearing Planning Consultant Kansier stated Lorne Rothbauer of Boston Scientific (“The Applicant”) is requesting Amended Planned Unit Development and Site Plan Review for a proposed project on 4100 Hamline Avenue N (“Subject Property”) to renovate a 17,450 square foot addition to the ARDEN HILLS PLANNING COMMISSION – April 7, 2021 2 south side of Building 14, in the northwest corner of the Arden Hills campus near Innovation Way. The purpose of this facility is the development and production of lithium batteries for use in medical devices. The primary space in the facility is a ‘dry room,’ a space maintained at less than 1% relative humidity, which is required for handling lithium. Ancillary functions in the addition include office and conference space. Planning Consultant Kansier explained the Boston Scientific campus at 4100 Hamline Avenue North operates under a Planned Unit Development (PUD) that was originally approved in 2002 for the Guidant Corporation. The last update to the PUD and Campus Master Plan took place in 2020 when the City approved a loading dock addition to the South side of Building 10. Before that, in 2017, the City approved a 5,330 square foot building addition on the northeast corner of Building 9 (Planning Case 17-013). New building construction or site modification identified on the approved Campus Master Plan requires the submittal of a Site Plan Review application prior to construction. For building construction or site modifications not included on the Master Plan, a PUD Amendment is required. The proposed addition to Building 14 is not shown on the current Master Plan and a PUD Amendment is therefore being requested. Planning Consultant Kansier reviewed the surrounding area, the Plan Evaluation and provided the Findings of Fact for review: 1.The Boston Scientific campus at 4100 Hamline Avenue North operates under a Planned Unit Development (PUD) that was originally approved in 2002 for the Guidant Corporation. 2.The last update to the PUD and Campus Master Plan took place in in 2020 when the City approved a loading dock addition to the South side of Building 10 (Planning Case 19- 018). 3.New building construction or site modification identified on the approved Campus Master Plan requires the submittal of a Site Plan Review application prior to construction. 4.For building construction or site modifications not included on the Master Plan, a PUD Amendment is required. 5. The proposed addition to Building 14 is not shown on the current Master Plan. 6.A public hearing for a PUD Amendment request is required before the request can be brought before the City Council. 7.The Planning Commission conducted a public hearing on April 7, 2021. Planning Consultant Kansier recommended approval of the Planning Case for a PUD Amendment and Site Plan Review of 4100 Hamline Avenue, based on the findings of fact and the submitted plans, as amended by the conditions in the April 7, 2021 Report to the Planning Commission: 1.All conditions of the original Planned Unit Development shall remain in full force and effect. 2.Prior to the issuance of a grading permit, all items identified in the February 17, 2021 Engineering Division memo shall be addressed. All comments shall be adopted herein by reference. 3.The project shall be completed in accordance with the plans submitted as amended by the conditions of approval. Any significant changes to these plans, as determined by the City ARDEN HILLS PLANNING COMMISSION – April 7, 2021 3 Planner, shall require review and approval by the Planning Commission and City Council. 4. The proposed structures shall conform to all other regulations in the City Code. 5. A Grading and Erosion permit shall be obtained from the city’s Engineering Division prior to commencing any grading, land disturbance or utility activities. The Applicant shall be responsible for obtaining any permits necessary from other agencies, including but not limited to, MPCA, Rice Creek Watershed District, and Ramsey County prior to the start of any site activities. 6. Heavy duty silt fence and adequate erosion control around the entire construction site shall be required and maintained by the Developer during construction to ensure that sediment and storm water does not leave the project site. 7. The Applicant shall be responsible for protecting the proposed on-site storm sewer infrastructure and components and any existing storm sewer from exposure to any and all stormwater runoff, sediments and debris during all construction activities. 8. Prior to the issuance of a building permit, a landscape financial security equal to 125% of the cost of the landscaping to be installed on the site shall be submitted. The Applicant must submit a detailed cost estimate for the landscaping so staff can determine the final amount. Landscape financial security shall be held for two full growing seasons. 9. Prior to the issuance of a building permit, the Applicant shall submit a materials board to be approved in writing by staff. 10. All light poles, including base, shall be a maximum of 25 feet in height and shall be shoebox style, downward directed, with high-pressure sodium lamps or LED and flush lenses. Other than wash or architectural lighting, attached security lighting shall be shoebox style, downward directed with flush lenses. In addition, any lighting under canopies (building entries) shall be recessed and use a flush lens. The applicant must provide photometric calculations for the lighting at the west property line. 11. Once construction is complete and the equipment is operational, the Applicant must conduct a noise study to ensure the facility does not exceed maximum noise standards. If necessary, steps shall be taken to correct any deficiencies. Planning Consultant Kansier reviewed the options available to the Planning Commission on this matter: 1. Recommend Approval with Conditions 2. Recommend Approval as Submitted 3. Recommend Denial 4. Table Chair Vijums opened the floor to Commissioner comments. Commissioner Lambeth reported the proposed building height was five feet higher than was allowed within City Code. He understood the excess height was due to the mechanical equipment penthouse which enclosed the equipment that would typically be mounted on the roof. Jeff Hale, Facility Engineer for Boston Scientific, reported this was the case. Commissioner Lambeth explained the purpose of this facility was to manufacture lithium batteries for use in medical devices. ARDEN HILLS PLANNING COMMISSION – April 7, 2021 4 Mr. Hale stated this was correct. Commissioner Lambeth questioned if the mechanical penthouse was created after receiving feedback from the neighbors. Mr. Hale commented this design was proposed to address the comment and concerns regarding sound raised by the neighbors. Commissioner Subramanian inquired why Building 14 was selected for expansion. Loren Rothbauer, Director of Facilities for Boston Scientific, reported an extensive process was taken on to determine where lithium battery growth should be managed on the Boston Scientific campus. He explained his team looked internationally, elsewhere in the United States and at three different locations on the Arden Hills campus. In the end, it was determined the best location was adjacent to the existing dry room. Commissioner Subramanian questioned if the proposed mechanical penthouse could be located elsewhere. Mr. Hale indicated the site south of Building 14 would be constrained vertically and by the Rice Creek Watershed. For this reason, he requested the mechanical penthouse be allowed to remain on the proposed building. Joseph Ford, RSV Architects, discussed the grading around Building 14 and noted there was a steep drop surrounding the building. He commented there was a functional advantage to have the mechanical equipment overhead versus being off to the side. He reported the mechanical penthouse was approximately 8,500 square feet in size. Commissioner Subramanian inquired what provisions were in place to ensure the noise levels would remain within the allowed limits. Mr. Hale stated the evaluation completed by ESI this year showed the current noise levels were within the City’s standards. He discussed the calculations that were completed to estimate future noise levels. He reported an additional noise study would be completed after the project was done to verify Boston Scientific has stayed within MPCA requirements. Commissioner Weber commented he walked the trail the other day and noted the loudest noise he heard was coming from the air equipment on the northwest corner of Building 14. He asked if it was the intent to move this equipment. Mr. Hale explained the intent would be to remove this equipment in order to have a new system that would be installed in the mechanical penthouse. Mr. Rothbauer discussed the existing equipment that was attached to Building 14 and noted the processed chilled water system would be removed altogether, which would help reduce noise levels. ARDEN HILLS PLANNING COMMISSION – April 7, 2021 5 Commissioner Weber questioned if production at Building 14 would increase significantly. Mr. Rothbauer stated not at first, but rather production would increase slowly over time. Commissioner Wicklund asked how far away this addition would be from the closest property line. Mr. Ford estimated the building was approximately 200 feet from the closest property line. Chair Vijums stated the building would be constructed in a way that would assist with reducing noise. He requested further information regarding the mechanical equipment that would be replaced. Mr. Hale discussed the equipment that would be replaced within the timeline of this project. Chair Vijums explained the City was working to change the allowed building height in Arden Hills from 35 feet to 40 feet. However, this was not yet approved. He appreciated the fact that Boston Scientific had worked to mitigate the noise that was coming from the building. Commissioner Jones indicated he was not terribly concerned about increasing the building height by five feet, especially considering this was an industrial site. He reported the screening would not be just a sight barrier, but would also be noise insulated. Mr. Hale stated this was the case. Chair Vijums opened the public hearing at 7:14 p.m. Chair Vijums invited anyone for or against the application to come forward and make comment. _____________ Mills, 1280 Winridge Drive, thanked the Boston Scientific group for working with the neighbors in a positive manner. He appreciated City Administrator Perrault for facilitating these actions. He reported this was the only industrial site in Arden Hills that was adjacent to neighborhood homes. He encouraged the Commission to consider only win-win situations. He feared how a louder and taller building would impact his neighborhood. He recommended the City work with the applicant to reduce the noise levels and that the proposed expansion fall within the building height requirements. Commissioner Lambeth questioned when Mr. Mills moved into his home. Mr. Mills stated he moved into his home in July of 2018. Commissioner Lambeth asked if Mr. Mills was aware that the structure he was complaining about was built 10 years prior to that date. Mr. Mills reported he was aware that in 2006 Building 14 was expanded and the noise measured at that time was not in compliance with MPCA requirements. ARDEN HILLS PLANNING COMMISSION – April 7, 2021 6 Commissioner Lambeth inquired if Mr. Mills did any due diligence regarding the Boston Scientific campus prior to closing on his home. Mr. Mills stated he has lived in this exact neighborhood since 2009. Commissioner Lambeth commented then, that Mr. Mills would have been aware of the noise coming from this facility before he closed on the house. Mr. Mills explained, at the time, the noise being exhibited is different than the noise that was being projected two years ago due to a number of factors. He discussed how the removal of Boston Scientific trees to the west and south had adversely impacted the noise levels to adjacent residential property owners. Commissioner Lambeth questioned if the trash removal from Boston Scientific was early and loud. Mr. Mills reported this was the case. Chair Vijums encouraged Commissioner Lambeth to keep his line of questioning focused on the proposed building expansion and noted the garbage removal situation could be handled by staff with Boston Scientific. Commissioner Lambeth pointed out that Building 14 was not built until 2007/2008, which was 10 years earlier than Mr. Mills moved into his home. Mr. Mills stated he did not appreciate the interrogation from Commissioner Lambeth. He discussed the letter that was sent to the City on behalf of himself and his neighbors. Todd Vandeburg, 1266 Winridge Drive, explained he lived 42 years from the proposed addition. He reported he had noise concerns with Building 14 and noted these concerns were brought to the City in 2007. At that time, it was determined Boston Scientific was not in compliance with MPCA requirements and a noise study was completed. He noted he attended this noise study. He indicated he was not invited back for the second noise test. He requested a noise test be added for the enclosed mechanical room for Building 14. He stated noise concerns date back to 2007 when the last addition was put onto Building 14. He recommended Boston Scientific be held to the highest level of accountability given the fact this manufacturing plant abuts a residential neighborhood. Maria Peters, 1250 Winridge Drive, clarified the letter sent to the City by Mr. Mills was signed by all the members of the community, including herself. She noted she supported this communication. She explained she moved into her home on June 29, 2015. She discussed how she was woken up by the noise coming from Boston Scientific her first night in her house. David Brown, 1292 Winridge Drive, explained he has lived in his home since June of 2002. He reported one of the goals for moving into his home was to not have neighbors right next to him and to not have any disturbing noises. He stated he was concerned about how the new building height would impact the view from his property. He indicated he was concerned about the lack of screening and/or buffering along the west property line. He recommended the landscaping plan ARDEN HILLS PLANNING COMMISSION – April 7, 2021 7 be a living document. He commented he did not move into his home to see an industrial skyline, but rather to live in a natural neighborhood. He noted he was a project engineer himself and he challenged Boston Scientific to be a good corporate citizen in order to minimize the impact of the proposed expansion to the adjacent residential neighbors. He encouraged the City to consider the impact of this project on others and recommended a noise study be completed, as was done in 2007. Andrew Santani, 1253 Winridge Drive, commented this was his neighborhood too and he wanted to support his neighbors. He indicated he was a licensed architect in Minnesota. He questioned if there was any planning or consideration given to lowering the building five feet into the ground in order to stay within the 35 foot height restriction. He noted this project was adjacent to a residential neighborhood and did not abut I-694. He stated there were eight individual properties that would be impacted by this building expansion. He applauded Boston Scientific for working with these neighbors. He discussed the physical plant items that had been discussed on this property that were creating a noise nuisance. He questioned if a decibel reading had been taken from the back yards of the neighbors. He suggested this be completed by Boston Scientific. He discussed the difference between hope and scope. He recommended that this be taken into consideration when thinking about the sound being generated by the water chillers. Chair Vijums asked if Boston Scientific had a response to the public. Mr. Hale thanked the public for voicing their concerns. He reported Boston Scientific has worked hard to engage and partner with the public since December. He discussed the landscaping plan noting additional plantings were being planned for the west side of the building. He explained the noise concerns were based on past concerns and Boston Scientific was focused on today, how to promote better noise levels going into the future. Tony Baxter, ESI, commented on the noise findings that were taken in 2006, 2013 and again in January of 2021. He noted the recent measurements helped him to understand the noise from the overall environment. He stated he measured closer in to make sure he could separate out the noise generated by Boston Scientific versus other noise sources, such as traffic from I-694. He expected if measurements were taken from the adjacent yards, the noise levels would be the same or slightly lower as location A. He projected the noise generated by the new chillers would be lower than MPCA requirements. He reported combined with the existing noise from Boston Scientific, the noise levels would still be below 50 dba. He was confident that the new chillers that would be put on the roof addition will not significantly increase noise levels in the neighborhood. Mr. Hale reiterated that he would continue to evaluate the existing equipment that produces the majority of the noise from the campus to see how it can be reduced. He stated this was important to him to comply with MPCA requirements, and noted he was hearing the concerns of the neighbors. He then discussed the architectural features on the building. He reported the building could not be dropped five feet noting this would not lend well to coordinating efforts between the two dry rooms. Mr. Rothbauer thanked the Commissioners for their time and the public for voicing their concerns. He stated he prides himself for working at Boston Scientific. He believed Boston Scientific was a real stand up company. He discussed how hard Boston Scientific worked to be a ARDEN HILLS PLANNING COMMISSION – April 7, 2021 8 good neighbor. He reported the feedback being provided was not going unheard. He noted Boston Scientific would be addressing the noise and landscaping concerns. There being no additional comment Chair Vijums closed the public hearing at 7:48 p.m. Chair Vijums summarized the comments voiced by the public noting the request before the Commission was for a five foot variance to the building height. He stated it was his understanding the noise currently being generated by Boston Scientific was meeting MPCA requirements. He explained Condition 11 required Boston Scientific to complete a noise study after the building expansion was completed. He recommended that yearly noise studies be taken and that these results be shared with the City and that any deficiencies be addressed by Boston Scientific. He commented further on how the mechanical equipment would now be placed in a mechanical penthouse, along with the chillers, and believed this would greatly assist with addressing the noise concerns. He was of the opinion this was a win-win situation. Commissioner Weber supported the additional language for Condition 11, requiring Boston Scientific to completely yearly noise studies on Building 14. Commissioner Wicklund asked if it was a standard practice to require yearly inspections when there are noise issues. He questioned if this should this be handled by another agency or on an as needed basis. Planning Consultant Kansier stated she was uncertain how the City has managed noise concerns in the past but noted it was her experience this was not something staff should do. Rather, Boston Scientific would complete the study and the results would be submitted to staff for consideration. She explained most cities do not have the proper equipment to complete noise studies. She recommended that if Condition 11 is amended that it be made clear that the property owner would be responsible for completing the noise study. Commissioner Wicklund questioned if there were any other properties within Arden Hills that were required to submit annual noise audits to the City. Councilmember Holden reported there were not. Chair Vijums asked for motion to move Planning Case 21-001 forward adding Condition 12 requiring Boston Scientific to complete yearly noise studies. Commissioner Lambeth moved and Commissioner Weber seconded a motion to recommend approval of Planning Case 21-001 for a PUD Amendment and Site Plan Review of 4100 Hamline Avenue, based on the findings of fact and the submitted plans, as amended by the conditions in the April 7, 2021 Report to the Planning Commission adding Condition 12 to require Boston Scientific to complete yearly noise studies on Building 14 and to report these findings to the City of Arden Hills. Commissioner Wicklund stated he was in favor of the 11 conditions, but stated he did not support making a yearly noise audit a requirement for a five foot building height variance. He was of the opinion this would be addressed by Condition 11 as written by staff. ARDEN HILLS PLANNING COMMISSION – April 7, 2021 9 Commissioner Jones explained he also supported the request with the 11 conditions as written by staff. He recommended that noise complaints drive the need for additional noise studies. A roll call vote was taken. The motion carried unanimously (6-0). B. Planning Case 21-002; Bethel Football Field Improvements – Amended Conditional Use Permit and Site Plan – Public Hearing Planning Consultant Bemus stated Bethel University (“The Applicant”) is requesting a Conditional Use Permit (CUP) Amendment and Site Plan Review for a proposed project at 3900 Bethel Drive (“Subject Property”) to update the existing football and practice fields located in the southern quadrant of the Bethel University Campus. Specific improvements include converting the football field to artificial turf with a new running track constructed around it. The proposed project will also include sports field lighting, scoreboards, spectator plazas, and perimeter fencing, as well as updates to the existing grandstand and press box. Seating capacity will remain as is. Planning Consultant Bemus reported Bethel University is proposing to update the existing football and practice fields located in the southern quadrant of their main campus at 3900 Bethel Drive. The Applicant is proposing to convert the existing grass football field into a synthetic turf stadium field with a new track constructed around it and the existing grass practice field into a synthetic turf multi-purpose field. The Applicant is also proposing changes to the lighting around the two fields, the spectator plazas, the perimeter fencing, and the grandstand and press box. Planning Consultant Bemus explained Bethel University operates under a CUP Master Plan. As the university comes forward with plans, they are reviewed against the Master Plan for consistency. Building plans that are consistent with the Master Plan require a Site Plan Review. A CUP Amendment is required when plans are not included in the approved Master Plan. The two proposed improvements to the football field and the practice field are not included on the Master Plan and a CUP Amendment is therefore required. Planning Consultant Bemus reviewed the site data, the Plan Evaluation and provided the Findings of Fact for review: General Findings: 1. The Bethel University main campus at 3900 Bethel Drive is located in the Institutional Zoning District. 2. A Higher Education, College Campus is a Conditional Use in the Institutional District. 3. Bethel University operates under a Conditional Use Permit Master Plan. 4. The proposed additions are not included on the Master Plan and a CUP Amendment is required. 5. Bethel University has requested Site Plan Review approval for the proposed changes to the football and practice fields. 6. The proposed changes to the football and practice fields would be in compliance with all provisions of the Zoning Code. 7. A public hearing for a PUD Amendment request is required before the request can be brought before the City Council. 8. The Planning Commission conducted a public hearing on April 7, 2021. ARDEN HILLS PLANNING COMMISSION – April 7, 2021 10 Conditional Use Permit Evaluation Findings: 9. The proposed plan is not anticipated to have any impact on traffic or parking conditions because the additions do not include an increase in football field seating. 10. The proposed plan includes the addition of LED lights and will increase illumination around the football fields. 11. The proposed plan will not produce any permanent noise, odors, vibration, smoke, dust, air pollution, heat, liquid, or solid waste, and other nuisance characteristics. 12. The proposed plan will impact drainage on the site. 13. The proposed plan will not impact population density. 14. The proposed plan is not expected to have a visual impact on surrounding properties or on land use compatibility with uses and structures on surrounding land or adjoining land values because the new additions will not be easily visible from outside the Bethel University campus. 15. Park dedication requirements are not applicable. 16. The proposed plan does not conflict with the general purpose and intent of the Zoning Code or the Comprehensive Development Plan for the City. Planning Consultant Bemus recommended approval of Planning Case 21-002 for a Conditional Use Permit Amendment and Site Plan Review at 3900 Bethel Drive, based on the findings of fact and the submitted plans, as amended by the conditions in the April 7, 2021, Report to the Planning Commission: a. All conditions of the original Conditional Use Permit shall remain in full force and effect. b. Prior to the issuance of a grading permit, all items identified in the March 11, 2021 Engineering Division memo shall be addressed. All comments shall be adopted herein by reference. c. The project shall be completed in accordance with the plans submitted as amended by the conditions of approval. Any significant changes to these plans, as determined by the City Planner, shall require review and approval by the Planning Commission and City Council. d. The proposed structures shall conform to all other regulations in the City Code. e. A Grading and Erosion permit shall be obtained from the city’s Engineering Division prior to commencing any grading, land disturbance or utility activities. The Applicant shall be responsible for obtaining any permits necessary from other agencies, including but not limited to, MPCA, Rice Creek Watershed District, and Ramsey County prior to the start of any site activities. f. Heavy duty silt fence and adequate erosion control around the entire construction site shall be required and maintained by the Developer during construction to ensure that sediment and storm water does not leave the project site. g. The Applicant shall be responsible for protecting the proposed on-site storm sewer infrastructure and components and any existing storm sewer from exposure to any and all stormwater runoff, sediments and debris during all construction activities. h. Prior to the issuance of a grading permit, a landscape financial security equal to 125% of the cost of the landscaping to be installed on the site shall be submitted. The Applicant must submit a detailed cost estimate for the landscaping so staff can determine the final amount. Landscape financial security shall be held for two full growing seasons. ARDEN HILLS PLANNING COMMISSION – April 7, 2021 11 i. Prior to the issuance of a grading permit, the Applicant shall provide updated information about the size and type of trees being removed. j. Prior to the issuance of a grading permit, a landscaping letter of credit or escrow shall be required. k. The Applicant shall be required to provide photometric calculations for the lighting at the property lines of all adjacent residential properties. Planning Consultant Bemus reviewed the options available to the Planning Commission on this matter: 1. Recommend Approval with Conditions 2. Recommend Approval as Submitted 3. Recommend Denial 4. Table Chair Vijums opened the floor to Commissioner comments. Commissioner Lambeth asked if the four proposed light fixtures would adequately light the football field. Chair Vijums reported based on his experience playing football and running track this was how light fixtures were placed in stadiums. He did not believe there would be a problem with lighting on the football field. Jay Pommeroy, Anderson Johnson & Associates, explained he was a representative for Bethel University. He indicated newer stadiums have a four pole configuration. He stated this was a unique high performance stadium and the proposed lighting would adequately light the football field along with the ends of the track. He reported there would be very little light spill due to the high tech LED light source. Chair Vijums questioned if the 43 trees would be lost due to the construction of the track. Mr. Pommeroy discussed the grading plan with the Commission noting the expansion of the track required extensive grading and tree removal. Chair Vijums opened the public hearing at 8:20 p.m. Chair Vijums invited anyone for or against the application to come forward and make comment. There being no comment Chair Vijums closed the public hearing at 8:20 p.m. Commissioner Wicklund moved and Commissioner Lambeth seconded a motion to recommend approval of Planning Case 21-002 for a Conditional Use Permit Amendment and Site Plan Review at 3900 Bethel Drive, based on the findings of fact and the submitted plans, as amended by the conditions in the April 7, 2021, Report to the Planning Commission. A roll call vote was taken. The motion carried unanimously (6-0). ARDEN HILLS PLANNING COMMISSION – April 7, 2021 12 C. Planning Case 21-004; 3783 Lexington Avenue (Lexington Station 3rd Addition) – Amended Planned Unit Development and Site Plan – Public Hearing Planning Consultant Kansier stated Dan Rae of Kensington Development Partners (“The Applicant”) is requesting an Amended Planned Unit Development and Site Plan Review for a proposed project on 3787 Lexington Avenue (“Subject Property”). This development includes the demolition of the existing multitenant building to accommodate a 43,000 square foot grocery store. The existing PUD Master Plan for Phase III depicts (2) separate one-story buildings, one 17,841 SF Retail Anchor and one 15,210 SF Retail/Office building. Planning Consultant Kansier reported in 2013, the City approved a Master Planned Unit Development (PUD) for Roberts Management’s proposed Lexington Station redevelopment project, located at the southwest corner of Lexington Avenue North and Red Fox Road. The total project area is 7.57 acres and is comprised of three parcels. The proposed development would be completed in three (3) phases. Phase I of the redevelopment was completed in 2013-2014 and included the demolition of the former Blue Fox Restaurant and the construction of a 15,340 square foot multi-tenant commercial building with a drive through. Phase II consisted of removing the existing building at 1120 Red Fox Road and constructing a new 16,922 square foot multi-tenant commercial building with a drive through. Phase II was completed in in the fall of 2018. The approved plan for Phase III or the Subject Site consists of a 15,210 square foot multi- tenant commercial building with a drive through and a standalone 17,841 square foot box retail building on 4.24 acres. Planning Consultant Kansier explained the Subject Site is currently owned by Roberts Management and contains an existing building that was constructed in 1980 and is approximately 63,000 square feet. The Applicant is proposing to amend the Master PUD to accommodate a standalone 43,000 square foot grocery store. The proposed grocery store would be new to the Minnesota market. However, at this time the Applicant is unable to disclose the name of the proposed user due to non-disclosure agreement (NDA). Planning Consultant Kansier reviewed the surrounding area, the Plan Evaluation and provided the Findings of Fact for review: 1. The Lexington Station development located at 3787, 3833 and 3845 Lexington Avenue operates under a Planned Unit Development (PUD) that was originally approved in 2013. 2. New building construction or site modification identified on the approved Master Plan requires the submittal of a Site Plan Review application prior to construction. 3. For building construction or site modifications not included on the Master Plan, a PUD Amendment is required. 4. The proposed change to the Master Plan from two buildings to a single building is a significant change to the current Master Plan. 5. A public hearing for a PUD Amendment request is required before the request can be brought before the City Council. 6. The Planning Commission conducted a public hearing on April 7, 2021. Planning Consultant Kansier recommended approval of Planning Case 21-004 for a PUD Amendment and Site Plan Review of Lexington Station III at 3787 Lexington Avenue , based on ARDEN HILLS PLANNING COMMISSION – April 7, 2021 13 the findings of fact and the submitted plans, as amended by the conditions in the April 7, 2021 Report to the Planning Commission: 1. All conditions of the original Planned Unit Development shall remain in full force and effect. 2. Prior to the issuance of a grading permit, all items identified in the March 4, 2021 Engineering Division memo shall be addressed. All comments shall be adopted herein by reference. 3. The project shall be completed in accordance with the plans submitted as amended by the conditions of approval. Any significant changes to these plans, as determined by the City Planner, shall require review and approval by the Planning Commission and City Council. 4. The proposed structures shall conform to all other regulations in the City Code. 5. A Grading and Erosion permit shall be obtained from the city’s Engineering Division prior to commencing any grading, land disturbance or utility activities. The Applicant shall be responsible for obtaining any permits necessary from other agencies, including but not limited to, MPCA, Rice Creek Watershed District, and Ramsey County prior to the start of any site activities. 6. Heavy duty silt fence and adequate erosion control around the entire construction site shall be required and maintained by the Developer during construction to ensure that sediment and storm water does not leave the project site. 7. The Applicant shall be responsible for protecting the proposed on-site storm sewer infrastructure and components and any existing storm sewer from exposure to any and all stormwater runoff, sediments and debris during all construction activities. 8. Prior to the issuance of a building permit, a landscape financial security equal to 125% of the cost of the landscaping to be installed on the site shall be submitted. The Applicant must submit a detailed cost estimate for the landscaping so staff can determine the final amount. Landscape financial security shall be held for two full growing seasons. 9. Prior to the issuance of a building permit, the Applicant shall submit floor plans for review by staff. 10. Separate sign permits shall be submitted for all signs on the site. Planning Consultant Kansier reviewed the options available to the Planning Commission on this matter: 1. Recommend Approval with Conditions 2. Recommend Approval as Submitted 3. Recommend Denial 4. Table Chair Vijums opened the floor to Commissioner comments. Commissioner Jones stated he supported the proposed plans. Commissioner Lambeth asked for clarification purposes, what the address of the building was and what would be done with the building that has unoccupied space. ARDEN HILLS PLANNING COMMISSION – April 7, 2021 14 Planning Consultant Kansier explained the building address was 3787 Lexington Avenue. She reported there was an existing building that may have some current tenants and the intent was to remove this building and the tenants would be relocated. Commissioner Weber stated he supported the project, but noted he did have some concerns regarding the lack of parking. He feared parking would become a concern around the holidays or on the weekends. He questioned if the building could move closer to the County right-of-way. Planning Consultant Kansier reported the County had reviewed the plans and did not have any concerns. Further discussion ensued regarding access to the site and building placement. Dan Ray, Kensington Development Partners, thanked the Planning Commission and staff for reviewing his request. He explained the retailer has a parking requirement of four (4) per 1,000 square feet. He indicated currently he was meeting this requirement. He reported the building would have food prep space that would take away from the retail area. He noted he has been in contact with Arby’s and Big O Tire’s and neither facility was interested in cost sharing for a cross access. Commissioner Wicklund asked what the guarantee was that the County would install the traffic signal in 2022. Planning Consultant Kansier explained the County was very confident this project would happen in 2022. She noted the plans were approved (at 90%). She indicated the applicant has many of the same concerns. She reported the City Council would consider this request next week and the City would be entering into an MOU with the County. She commented a second MOU would also be put in place that should the project be delayed, the City can authorize the developer to install a temporary signal at the developer’s cost. Chair Vijums stated he believed this was a great development. He was eager to learn what grocer would be coming to the City of Arden Hills. He indicated he was not concerned about the parking. He agreed that the traffic signal was a must for this development. He requested further information regarding the proposed monument and wall signs. Planning Consultant Kansier reviewed the size and scale of the proposed signs. She noted the monument sign would be 20 feet in height and would have 171 square feet of sign area. She commented the wall signs were a new flexibility. She reported in 2012, Cub Foods received approval of 800 square foot of signage on the site. She noted the applicant was requesting 532 square feet, which was significantly less than was approved for Cub Foods. Chair Vijums asked why the applicant was nearly doubling the amount of signage on the property. Mr. Pommeroy stated he was proposing to have three signs, two 90 square foot signs and one 180 square foot sign. He explained the 180 square foot sign would be above the main entry. Chair Vijums commented going forward, the City should take a look at its sign code. Chair Vijums opened the public hearing at 8:52 p.m. ARDEN HILLS PLANNING COMMISSION – April 7, 2021 15 Chair Vijums invited anyone for or against the application to come forward and make comment. There being no comment Chair Vijums closed the public hearing at 8:52 p.m. Commissioner Lambeth understood the applicant could not speak to who the future tenant would be. He asked if the applicant could confirm the site would not be occupied by Cub Foods, Target or Trader Joe’s. Mr. Pommeroy confirmed that the tenant would not be any of these businesses. Commissioner Wicklund moved and Commissioner Subramanian seconded a motion to recommend approval of Planning Case 21-004 for a PUD Amendment and Site Plan Review of Lexington Station III at 3787 Lexington Avenue based on the findings of fact and the submitted plans, as amended by the conditions in the April 7, 2021 Report to the Planning Commission. A roll call vote was taken. The motion carried unanimously (6-0). D. Planning Case 21-006; 4073 Valentine Court – Variance Request to Allow a 3rd Stall Garage Addition – Public Hearing Not Required Planning Consultant Kansier reported the notifications sent the adjacent property owners for this item had an improper meeting date. She stated the meeting date within the notification was May 5, 2021 versus April 7, 2021. She questioned how the Planning Commission wanted to proceed with this item. She noted a public hearing was not required for this item, but the notifications sent by the City were sent as a courtesy. She reported the Commission had several options. The first would be to table action on this time to May 5, 2021. A second option would be to make a recommendation on this item and direct staff to send out notices for the City Council meeting on April 26, 2021. Councilmember Holden recommended the Planning Commission table action on this item to May 5, 2021. Chair Vijums agreed the item should be tabled to allow for public comments. Chair Vijums moved and Commissioner Jones seconded a motion to table action on Planning Case 21-006 a Variance at 4073 Valentine Court to the May 5, 2021 Planning Commission meeting. A roll call vote was taken. The motion carried unanimously (6-0). UNFINISHED AND NEW BUSINESS None. REPORTS A. Report from the City Council Councilmember Holden provided the Commission with an update from the City Council. She indicated the City was contacted by Chic Fil A regarding the Perkins property. She noted the City ARDEN HILLS PLANNING COMMISSION – April 7, 2021 16 Council met with Chic Fil A to discuss a concept plan. She reported across from International Paper there was a vacant building that Grove Community Church was looking to purchase and renovate. She stated the bingo hall sold to a new owner that was seeking a liquor license. She discussed the road construction that would be completed in the community this summer. She thanked Community Developer Manager Mrosla for all of his efforts on behalf of the City of Arden Hills and wished him all the best in his new position. She explained TCAAP was still being reviewed by the courts. B. Planning Commission Comments and Requests None. ADJOURN Commissioner Jones moved, seconded by Commissioner Subramanian to adjourn the May 7, 2021, Planning Commission Meeting at 9:12 p.m. A roll call vote was taken. The motion carried unanimously (6-0). Page 1 of 6 PC Agenda Item – 3A MEMORANDUM DATE: May 5, 2021 TO: Planning Commission Chair and Commissioners FROM: Jane Kansier, AICP, Bolton & Menk Corrin Bemis, Bolton & Menk SUBJECT: Planning Case #21-006 – No Public Hearing Required Applicant: Robert Kunze Property Location: 4073 Valentine Court Request: Variance Requested Action Robert Kunze (“Applicant”) has requested a variance to decrease the required side yard setback of their single-family detached dwelling for a proposed garage addition located at 4073 Valentine Court (“Subject Property”), ordinance requires a forty (40) foot side yard setback on corner lots. Background 1. Overview of Request The Applicant is requesting a variance to decrease the required side yard setback of his single- family detached dwelling on the Subject Property from 40 feet to 7.82 feet for a proposed garage addition. The Subject Property is zoned R-1, Single Family Residential District, and is guided as Low Density Residential in the land use plan. Section 1320.06 of the Arden Hills City Code requires a side yard setback of 40 feet on corner lots. According to the Applicant’s narrative submitted as a part of his application, the Subject Property includes unique circumstances due to its nontraditional shape. The front of the property includes one curved section and three straight sections that make it difficult for the applicant to conform to current setback regulations. The Subject Property is a legal non-conforming lot, as the required side yard setback for corner lots was ten (10) feet when the property was built in 1953. The Applicant is requesting the proposed garage addition to allow for more storage space for his vehicles and additional space to store woodworking equipment. The proposed garage addition would meet applicable building codes and all other regulations in the R-1 District. The applicant would not be able to construct the proposed garage addition without a variance. Page 2 of 6 The Planning Commission is being asked to determine if a variance request for flexibility with the side yard setback of a corner lot should be approved. The sketches that have been submitted show the location of the proposed garage addition and the proposed driveway addition. The evaluation of the proposal should be based on the District Provisions in Section 1320 and the Requirements for a Variance in Section 1355.04, Subd. 4. Plan Evaluation Chapter 13, Zoning Regulations Review 1. District Provisions (R-1 Single Family Residential District) – Section 1320.06 Lot Size and Dimensions The Subject Property has a lot area of 37,541 square feet (Attachment D). Section 1320 – District Provisions of the Zoning Code requires a minimum lot size of 14,000 square feet per dwelling unit. Section 1320 allows for a maximum Floor Area Ratio (FAR) of 0.3 in the R-1 District. With the proposed garage addition, the FAR on the Subject Property would increase from 0.04 to 0.05. Section 1320 requires a minimum landscape coverage of 65% and a maximum impervious surface coverage of 25% in the R-1 District. With the proposed garage addition, the impervious surface coverage on the lot would increase from 6.02% to 7.56%. According to the Applicant, the proposed garage addition on the Subject Property will meet all district provisions for the R-1 district besides the side yard setback requirement. Structure Setbacks – Flexibility Requested In the R-1 District, the minimum front and rear setback requirements for a property are forty (40) feet and thirty (30) feet, respectively. The minimum side yard setback on a corner lot is forty (40) Page 3 of 6 feet. The current structure is located approximately twenty (20) feet from the side yard property line. The Subject Property is a legal non-conforming lot, as the required side yard setback for corner lots was ten (10) feet when the property was built in 1953. The proposed garage addition would be setback 7.82 feet from the Northwest side yard property line. According to the applicant’s application, the proposed addition would be setback approximately twenty-seven (27) feet from the existing curb line. The proposed garage addition would conform to front and rear setback requirements. According to the Applicant, this request for a decreased side yard setback minimum would have no impact on the neighborhood character because the existing neighborhood includes a number of garage additions and has a variety of different garage and housing styles. In their application, they cite the challenges of building the proposed garage addition on a non-traditionally shaped lot as a practical difficulty and argue that the decreased side yard setback will be used in a reasonable manner consistent with the purposed and intent of the City Code. 2. Variance Review The role of the Planning Commission is to determine and consider how the facts presented to them compare with the city’s articulated standards. The Commission should base their decision on the facts presented and then apply those facts to the legal standards contained in city ordinances and relevant state law. Neighborhood opinion alone is not a valid basis for granting or denying a variance request. While the Planning Commission may feel their decision should reflect the overall will of the residents, the task in considering a variance request is limited to evaluating how the variance application meets the statutory practical difficulties factors. Residents can often provide important facts that may help in addressing these factors, however, unsubstantiated opinions and reactions to a request do not form a legitimate basis for a variance decision. The Planning Commission may impose conditions when granting variances as long as the conditions are directly related and bear a rough proportionality to the impact created by the variance. For instance, if a variance is granted to exceed the front setback limit, any conditions attached should presumably relate to mitigating the effect of the encroachment. 3. Variance Requirements – Section 1355.04, Subd. 4 The Applicant requests a variance to construct a third stall addition to the side of their existing garage that would impede on the require side yard setback on a corner lot in the R-1 Residential District. The Planning Commission will need to make a determination utilizing the following variance findings and criteria on whether there are practical difficulties with complying with the zoning regulations. If the applicant does not meet all the factors of the statutory test, then a variance should not be granted. Variances are only permitted when they are in harmony with the general purposes and intent of the ordinance. 1. Purpose and Intent. The variance request shall comply with the purpose and intent of the provisions of the City’s Zoning Regulations and with the policies of the City’s Comprehensive Plan. Page 4 of 6 The variance request for 4073 Valentine Court is consistent with the purpose and intent of the R-1 Zoning District and with the policies within the City’s Comprehensive Plan; 2. Practical Difficulties. The Applicant for a variance shall establish that there are practical difficulties in complying with the provisions of the Arden Hills Zoning Regulations. The term “Practical Difficulties” as used in the granting of a variance means: a. Reasonable Use. The property owner proposes to use the property in a reasonable manner not permitted by the Zoning Ordinance. According to the Applicant’s application, a third car garage stall for a single family home is a reasonable use of the Subject Property in the R-1 Zoning District; b. Unique Circumstances. The plight of the property owner is due to circumstances unique to the property not created by the landowner. According to the Applicant’s application, the lot has a very odd shape. In the front of the house, along the road, there is one curved section and 3 straight sections. The structure is currently nonconforming as to setbacks. The setback requirements were different when the house was built in 1953. On the side, the closest distance from the curb to the proposed garage addition is approximately 27 feet. It is unlikely the city would want to make use of that property. There are significant small screening trees in that area, partly blocking the view from the street. Other areas on the property were considered for a freestanding garage. Any of the other areas in the front yard, or anywhere close to the house in the rear, would involve cutting down big 100+ year old Oaks. Adding behind the existing garage would involve significant drainage issues and would require major regrading under the drip line of some of the 100+ year old oaks.; c. Character of Neighborhood. The variance, if granted, will not alter the essential character of the neighborhood. According to the Applicant’s application, the existing neighborhood has homes with a variety of different garages and housing styles. The proposed variance will not alter the character of the neighborhood. Many garages have been added to the road side of existing homes in the neighborhood. The topography and odd lot shapes make the neighborhood quite varied. The homes are not in straight lines, all the same distance from the road or each other. 3. Economic Consideration. Economic consideration alone does not constitute a practical difficulty. The proposed variance is not based on economic consideration. 4. Access to Sunlight. Inadequate access to direct sunlight for solar energy systems shall be considered a practical difficulty. A solar energy system is not proposed. Page 5 of 6 Findings of Fact The Planning Commission must make a finding as to whether or not the proposed application would adversely affect the surrounding neighborhood or the community as a whole based on the aforementioned factors. Staff offers the following findings for consideration: General Findings: 1. City Staff received a land use application for a variance request to decrease the minimum side yard setback on a single family dwelling at the Subject Property 4073 Valentine Court. 2. A single-family detached dwelling is a permitted use in the R-1 district. 3. The Subject Property is non-conforming with the R-1 district’s standards for minimum side yard setbacks on a corner lot. 4. The proposed garage addition would be located 7.82 feet from the Northwest side yard property line. 5. The proposed garage addition of the subject parcel would conform to all other requirements and standards of the R-1 district. 6. A variance may be granted if enforcement of a provision in the zoning ordinance would cause the landowner practical difficulties. 7. Variances are only permitted when they are in harmony with the general purposes and intent of the ordinance. Options and Motion Language Staff has provided the following options and motion language for this case. The Planning Commission should consider providing additional findings of fact as part of the motion to support their recommendation for approval or denial. • Recommend Approval with Conditions: Motion to recommend approval of Planning Case 21-006 for a Variance at 4073 Valentine Court, based on the findings of fact and the submitted plans, as amended by the conditions below: 1. A Building Permit shall be issued prior to commencement of construction. 2. The proposed building shall conform to all other standards and regulations in the City Code. • Recommend Approval as Submitted: Motion to recommend approval of Planning Case 21- 006 for a Variance at 4073 Valentine Court, based on the findings of fact and the submitted materials. • Recommend Denial: Motion to recommend denial Planning Case 21-006 for a Variance at 4073 Valentine Court, based on the following findings: findings to deny should specifically reference the reasons for denial and why those reasons cannot be mitigated. • Table: Motion to table Planning Case 21-006 for a Variance at 4073 Valentine Court: a specific reason and information request should be included with a motion to table. Page 6 of 6 Notice Notice of a public meeting for this planning case was published in the Pioneer Press on April 24, 2021 and a public meeting notice was prepared by the City and mailed to properties within 500 feet of the Subject Property on April 23, 2021. Minnesota statute does not clearly require a public hearing before a variance is granted or denied, however, after consulting with the City Attorney, staff agree that the best practice is to allow public comment on all variance requests. A public comment period allows the city to establish a record and elicit facts to help determine if the application meets the practical difficulties factors. Public Comments Staff have not received written or verbal comments in regards to this proposal as of April 28, 2021. Deadline for Agency Actions The City of Arden Hills received the completed application for this request on March 25, 2021. Pursuant to Minnesota State Statute, the City must act on this request by May 24, 2021 (60 days), unless the City provides the petitioner with written reasons for an additional 60-day review period. With consent of the Applicant, the City may extend the review period beyond the initial 120 days. Attachments A. Land Use Application B. Location Map C. Variance Request Letter D. Site Survey Page 1 of 3 1245 West Highway 96 Arden Hills, Minnesota 55112 Telephone (651) 792-7800 Fax (651) 634-5137 www.cityofardenhills.org For Office Use Only Planning Case No. 21- Submittal Date Application Completed Date Accepted by Receipt Number Council Decision Council Decision Date 2021 LAND USE APPLICATION Applicant Information Applicant: Address: Telephone No.: Other: Fax No.: Email Address: Property Information Property Owner: Owner Address: Owner Telephone No. Other: Address of Property Involved: Legal Description: Property ID No.: Type of Use: Zone: Property Acreage: Type of Request Comprehensive Plan Amendment (Fee: $550 + Escrow: $2,500) Conditional Use or Interim Use Permit/CUP or IUP Amendment (Fee: $400 + Escrow: $1,500) Preliminary Plat (Fee: $500 + Escrow: $2,500) Final Plat (Fee: $450 + Escrow: $1,000) Concept Plan Review (Fee: $300 + Escrow: $750)Master Planned Unit Development or Master Special Development Plan (Fee: $600 + Escrow: $2,500) Final Planned Unit Development or Final Special Development Plan (Fee: $350 + Escrow: $2,000) Planned Unit Development Amendment or Special Development Plan Amendment (Fee: $400 + Escrow:$1,500) Site Plan Review (Fee: $450 + Escrow: $1,500) Rezoning or TCAAP Regulating Plan Amendment (Fee: $500 + Escrow: $1,500) Zoning Code or TCAAP Redevelopment Code Amendment (Fee: $400 + Escrow: $1,500) City Code Amendment (Fee: $350 + Escrow:$1,500) Lot Split/Minor Subdivision (R-1 and R-2 Districts Only) (Fee: $350 + Escrow: $1,500)Variance or Permitted Adjustment (Fee: $350 + Escrow: $1,000) Vacation of Easement or Right-of-W ay (Fee: $150 + Escrow: $1,000) Appeal of Administrative Decision (Fee: $150 + Escrow: $1,000) Land Use Requests – Not Already Specified (Fee:$150 + Escrow: $1,000 Page 2 of 3 Brief Description of Request (please also include a typed, detailed letter explaining the project): Filing & Information Requirements The City requests that you make a pre-application meeting with the City Planner to discuss the application process, requirements, and deadlines. Unless waived by the City Planner or Planning Commission, a certified survey of the property is required for all applications. A checklist with additional application requirements can be found at www.cityofardenhills.org/landuseapplications. Complete/Incomplete Applications Under Minnesota Statute, Chapter 15.99, cities have 15 business days to review all plans and application materials to ensure they satisfy City requirements. During the 15 day review period, planning staff will provide written comments on the application and may request plan revisions. If the application is determined to be complete, Minnesota State Statute then requires the City to approve or deny the application within 60 days, up to 120 days. If not complete, the City may require plan revisions and/or additional information before the application is scheduled for Planning Commission review and/or City Council action. Project will not be scheduled for any meeting until the application submittal is found to be complete by the City Planner. Payment of Fees and Escrows The undersigned acknowledges that she/he understands that before a land use application can be deemed complete, all required fees and escrows must be paid to the City. The applicant is responsible for all costs incurred by the City related to the processing of this application. Each separate land use request shall be charged a separate administrative fee and escrow even if submitted on the same application. Costs expended in reviewing and processing an application will be charged against the cash escrow and credited to the City. Charges to the escrow may include planning and engineering staff time, City Attorney and consulting fees, and mailing costs. If, at any time, a required cash escrow is depleted to less than 20 percent of its original amount, the applicant shall deposit additional funds in the cash escrow account as determined by the City. The City may withhold final action on a land use application, withhold building permits, and/or rescind prior action until all fees have been paid. Unused portions of an escrow are returned to the applicant upon successful implementation of an approved plan. The escrow may be reduced or increased by the City Planner on a project by project basis. Notice of Meeting Attendance In order for the Planning Commission and the City Council to consider any application, the applicant or a designated representative must be present at the scheduled meeting. If not, the matter may be tabled until the next available agenda. *IMPORTANT* •Certain applications are subject to review and approval by the Rice Creek Watershed District. Contact RCWD directly at 763-398-3070 for additional information. •The land use application fees do not cover building, sign, or other permit fees that may be required upon approval of a land use application. •All applications will be subject to additional fees for reimbursement of consultant costs associated with filing, reviewing, and processing of application in the form of an escrow to the City. Page 3 of 3 Meeting Schedule Planning Commission meetings are typically held on the first Wednesday after the first Monday of each month at 6:30 PM, though please contact City Hall to verify the meeting date and time. City Council meetings are held typically the last Monday of the same month at 7:00 PM. Meetings are held in the Council Chambers at the City of Arden Hills, 1245 West Highway 96, Arden Hills, Minnesota 55112, unless otherwise stated. The schedules below are for reference purposes only. Project will not be scheduled for any meeting until the application submittal is found to be complete by the City Planner. 2021 Planning Commission and City Council Schedule (*subject to change) TENTATIVE PLANNING COMMISSION MEETING DATE* (Generally held on the first Wednesday after the first Monday at 6:30 p.m.) TENTATIVE CITY COUNCIL MEETING DATE* (Generally held on the fourth Monday at 7:00 p.m.) January 6 January 25 February 3 February 22 March 3 March 22 April 7 April 26 May 5 May 24 June June 21 July 7 July 26 August 4 August 2 3 September September 27 October 6 October 25 November 3 November 22 December January 10 (2022) January 5 (2022) January 24 (2022) Acknowledgement and Signature I hereby apply for the above consideration and declare that the information and materials submitted with this application are complete and accurate per city code and ordinance requirements. I fully understand that I am responsible for all costs incurred by the City related to the processing of this application. __________________________________________________ ________________ Property Owner Signature (Required) Date ________________________________________________ ________________ Applicant Signature (If different than the property owner) Date Please contact the City Planner at 651-792-7800 if you have any questions regarding this application. Additional copies of this application form are available on the City’s website: www.cityofardenhills.org/landuseapplications Disclaimer: This map is intended for reference purposes only and is not a legally recorded map or survey. The City of Arden Hills shall not be liable for any damages or claims that arise due to accuracy,availability, use or misuse of the information herein pursuant to MNStatute 466.03 Subd 21. Location Map Lake Johanna BoulevardSa n d e e n R o a d ± Park and Open Space Subject Parcel §¨¦35W §¨¦694 £¤10Lake Valentine RoadOld Highway 10 NValentine Avenue 69§¨¦694 Robert Kunze 4073 Valentine Ct Arden Hills MN 55112 To: Arden Hills Planning Commission I'd like to add a 3rd stall to the side of my exiting garage. I worked with Mike Mrosla over the last few months. He, at first, thought there was a way to use some other hardship method to allow construction in this location, but after going over the details came to the conclusion I would need a variance. He thought the variance would likely be granted due to the conditions explained below. 1. Purpose and Intent. The variance request shall comply with the purpose and intent of the provisions of the City’s Zoning Regulations and with the policies of the City’s Comprehensive Plan. The variance request for 4073 VALENTINE CT is consistent with the purpose and intent of the R-1 Zoning District and with the policies within the City’s Comprehensive Plan. 2. Practical Difficulties. The Applicant for a variance shall establish that there are practical difficulties in complying with the provisions of the Arden Hills Zoning Regulations. The term “Practical Difficulties” as used in the granting of a variance means: a. Reasonable Use. The property owner proposes to use the property in a reasonable manner not permitted by the Zoning Ordinance. A third car garage stall is a reasonable use of the Subject Property in the R-1 Zoning District. b. Unique Circumstances. The plight of the property owner is due to circumstances unique to the property not created by the landowner. The lot has a very odd shape. In the front of the house, along the road, there is one curved section and 3 straight sections. The structure is currently nonconforming as to setbacks. The setback requirements were different when the house was built in 1953. On the side, the closest distance from the curb to the proposed garage addition is approximately 27 feet. It is unlikely the city would want to make use of that property. There are significant small screening trees in that area, partly blocking the view from the street. Other areas on the property were considered for a freestanding garage. Any of the other areas in the front yard, or anywhere close to the house in the rear, would involve cutting down big 100+ year old Oaks. Adding behind the existing garage would involve significant drainage issues and would require major regrading under the drip line of some of the 100+ year old oaks. c. Character of Neighborhood. The variance, if granted, will not alter the essential character of the neighborhood. The existing neighborhood has homes with a variety of different garages and housing styles. The proposed variance will not alter the character of the neighborhood. Many garages have been added to the road side of existing homes in the neighborhood. The topography and odd lot shapes make the neighborhood quite varied. The homes are not in straight lines, all the same distance from the road or each other. 3. Economic Consideration. Economic consideration alone does not constitute a practical difficulty. The proposed variance is not based on economic consideration. It would be much less expensive to build a freestanding garage. 4. Access to Sunlight. Inadequate access to direct sunlight for solar energy systems shall be considered a practical difficulty. A solar energy system is not proposed. The proposed location would not involve any tree removal except one pyramidal arborvitae on the corner of the existing garage that is well past it's prime. It is the last of the original 60+ year old foundation plantings. It should have been replaced years ago. Part of it is currently held up by rope. Site drainage. This location would necessitate only very minor changes to site drainage. Half the water from behind the house currently runs through about where the outside edge of the new garage would sit. A small amount of soil would need to be removed from the new path for the water and this would be added next to the new construction. This would keep the water away from the new foundation. The addition would be constructed to match the existing house. The siding, windows, doors, and garage door were all replaced a few years ago, and are still available. The height of the existing house peak is 23 ft, and the existing garage peak is 12.5 ft. Sincerely, Robert Kunze RJKUNZE1@UMN.EDU 651-269-7649 _____________________________________________________________________________________________ City of Arden Hills Planning Commission Meeting for May 5, 2021 P:\Planning\Planning Cases\2021\21-011 - Chick-Fil-A CUP. Master Plan PUD, Final PUD\PC Packets Page 1 of 12 Requested Action HR Green, on behalf of Chick-fil-A has submitted an application for Conditional Use Permit, Master Plan Planned Unit Development and Final Planned Unit Development. The Applicant is requesting to construct single story fast food restaurant with a drive-through. The property is located at 3855 Lexington Avenue and is zoned B-3, Service Business District, and is designated for Commercial Uses on the 2040 Comprehensive Land Use Plan. Background 1. Existing Site Conditions: The proposed development site is the location of the former Perkins and is approximately 66,853 square feet (1.535 acres) in size. At their March 15, 2021 meeting the City Council reviewed a concept plan for this development. 2. Surrounding Area: Direction 2040 Comp. Plan Land Use Zoning Existing Land Uses North Right-of-Way (I-694) Right-of-Way (I-694) Right-of-Way (I-694) South Red Fox Road ROW Commercial Red Fox Road ROW B-3 Service Business District Red Fox Road ROW Mixed use commercial building East Right-of-Way (Lexington Ave) Right-of-Way (Lexington Ave) Right-of-Way (Lexington Ave) West Commercial B-3 Service Business District Hotel PC Agenda Item - 3B MEMORANDUM DATE: May 5, 2021 TO: Planning Commission FROM: Jane Kansier, AICP, Planning Consultant SUBECT: Planning Case # 21-011 – Public Hearing Required Applicant: Chick-fil-A, represented by HR Green Property Location: 3855 Lexington Avenue Request: Conditional Use Permit, Master Plan Planned Unit Development, Final Planned Unit Development _____________________________________________________________________________________________ City of Arden Hills Planning Commission Meeting for May 5, 2021 P:\Planning\Planning Cases\2021\21-011 - Chick-Fil-A CUP. Master Plan PUD, Final PUD\PC Packets Page 2 of 12 3. Site Data: 2040 Future Land Use Plan: COM – Commercial Existing Land Use: Vacant restaurant building Zoning: B-3 Business Service District Lot Size: 1.54 acres Topography: The site is relatively flat, as a result of previous development. The site is approximately 9’ lower than Lexington Avenue. Approvals: 1. Planned Unit Development A Planned Unit Development (PUD) is required for all new development and redevelopment in the B-3 District. In addition, a PUD would allow for performance standard flexibility. This proposal involves both the initial Master Plan PUD and the Final PUD. _____________________________________________________________________________________________ City of Arden Hills Planning Commission Meeting for May 5, 2021 P:\Planning\Planning Cases\2021\21-011 - Chick-Fil-A CUP. Master Plan PUD, Final PUD\PC Packets Page 3 of 12 2. Conditional Use Permit A Conditional Use Permit is required for drive-up windows in the B-3 district. City Code Section 1355.04 Subd. 3 of the Arden Hills Zoning Code lists the criteria for evaluating a Conditional Use Permit. The Planning Commission and City Council should consider the effect of the proposed use upon the health, safety, convenience and general welfare of the owners and occupants of the surrounding land and the community, in general, including but not limited to the following factors: 1. Existing and anticipated traffic and parking conditions; 2. Noise, glare, odors, vibration, smoke, dust, air pollution, heat, liquid or solid waste, and other nuisance characteristics; 3. Drainage; 4. Population density; 5. Visual and land use compatibility with uses and structures on surrounding land; 6. Adjoining land values; 7. Park dedications where applicable; 8. Orderly development of the neighborhood and the City within the general purpose and intent of the Zoning Code and the Comprehensive Development Plan for the City. Proposed Use: The Applicant is proposing to demolish the existing building on this site and construct a 4,995 square foot fast food restaurant, with dual drive-through lanes. There are two canopies, totaling approximately 3,654 square feet covering the ordering and pick-up areas. There is also a 50-stall parking lot. The Chick-fil-A building is proposed to be located on the west side of the site, with the storefront facing Lexington Avenue. The applicant is choosing to face the store front towards Lexington Avenue to attract potential new customers that are traveling along the major arterial roadway. Positioning the building in the given layout allows the applicant to begin the drive-thru lane at the north end of the lot and run it along the west property line. The proposed patio will feature 6 tables for a total of 24 outdoor seats. A more detailed description of the use is included in Attachment A. Plan Evaluation 1. Chapter 13, Zoning Code Review Section 1320 – District Provisions A. Floor Area Ratio (FAR), Building Coverage, and Landscaping – Meets Requirements The Zoning Code requirements for properties in the B-3 District allows a maximum FAR of 0.8, a maximum building footprint of 40% and a minimum landscaped lot area of 25 percent. Landscaping is defined as all plantings, including trees, grass, and shrubs. The table below identifies the proposed percentages. _____________________________________________________________________________________________ City of Arden Hills Planning Commission Meeting for May 5, 2021 P:\Planning\Planning Cases\2021\21-011 - Chick-Fil-A CUP. Master Plan PUD, Final PUD\PC Packets Page 4 of 12 Proposed Master PUD (Sq. Ft.) Proposed Master PUD (PCT) Permitted (B-3 District) Floor Area Ratio 4,995 sq. ft. 0.07 0.8 Building Coverage 8,649 sq. ft. 12.9% Max. of 40% Landscape Coverage 20,080 sq. ft. 30% Min. of 25% B. Height – Meets Requirements The maximum building height in the B-3 District is 35 feet. The proposed building is a flat roof building approximately 21’ in height. C. Setbacks – Meets Requirements Setbacks in the B-3 District are 50 feet for the front yard, 20 feet for the side yard with minimum of 40 feet total for both side yards, and 50 feet for the rear yard. The table below identifies the required and proposed setbacks. Ordinance Requirements B-3 District Standards Proposed Development Minimum Front Yard Setback 50 feet 62’ (patio)/84’ (building) Minimum Rear Yard Setback 20 feet 160’ Minimum Side Yard Setback 20 feet (min)/40 feet (total) 30’/150’ Minimum Side Yard Setback – Corner 50 feet 120’ Section 1325 – General Regulations A. Accessory Structures – Section 1325.01 – Flexibility Requested The applicant is proposing to install two free-standing canopies over the drive-thru lane: An order point canopy to be located north of the building, setback 14.7 feet from the property line; and an order meal delivery canopy to be located on the west side of the building, over the pick-up window, setback 2.3 feet from the property line. The Zoning Code requires accessory structures to be setback 10 feet from the property line in the B-3 District. B. Drive-Through Facilities – Section 1325.04 – Flexibility Requested Chick-fil-A’s drive-thru operation consists of two lanes of customer ordering and two lanes of meal fulfillment. This dual flex lane concept allows the restaurant operator to use the outer lane as either a second meal fulfillment lane or as a by-pass lane at their discretion to properly support the operational needs of the business. If/when the outer lane is not in use, a series of magnetic delineators will be used to merge cars back into one lane for meal fulfillment at the window. The pick-up window will be a multi-function door that can also function as a window. The purpose of the drive thru door is to allow team members to stage more meals and beverages indoors while they are delivering meals outside, directly to vehicle windows. The door allows easier access to the meals without passing them through a small window. During non-peak times or periods of inclement weather, the door can be closed and will function as a standard pickup window. _____________________________________________________________________________________________ City of Arden Hills Planning Commission Meeting for May 5, 2021 P:\Planning\Planning Cases\2021\21-011 - Chick-Fil-A CUP. Master Plan PUD, Final PUD\PC Packets Page 5 of 12 The applicant is requesting flexibility of setback requirements for the two canopies proposed on the site. A dual drive-thru lane is proposed to start on the north side of the parking lot, curl around to the west side of building, and end on the south side of the building. The drive thru lane has been positioned in a way to promote circulation on the exterior of the site in order to prevent backups within the parking lot. The applicant is proposing to install two free-standing canopies over the drive-thru lane: An order point canopy to be located north of the building, setback 14.7 feet from the property line; and an order meal delivery canopy to be located on the west side of the building, over the pick-up window, setback 2.3 feet from the property line. The Zoning Code requires accessory structures to be setback 10 feet from the property line in the B-3 District. Section 1325.04 of the Zoning Code lists special requirements for drive-up facilities. One of these requirements states no drive up facility shall be located within 1,320’ of another facility. The nearest drive-up facility is the Starbucks, located to the south across Red Fox Road. Section 1320.09 allows this requirement to be waived if the following conditions are met: A. The operation consists of one or more drive-up windows and is an integral part of a building containing one or more other allowed uses, or the operation is part of an architecturally unified complex containing two or more businesses using drive-up windows B. Shared access drives and shared parking are utilized by all such businesses using drive-up windows in said building or complex. C. Only one building or architecturally unified complex containing two or more businesses using drive-up windows will be allowed in addition to one freestanding business using a drive-up window. D. The architecture and the site, grading, circulation, landscaping, screening and signage plans shall unify the appearance and function of the complex or building. E. An architecturally unified complex may consist of one or more buildings on one or more parcels if the intent of providing a unified appearance and function is not compromised. F. The applicant shall submit a circulation plan that demonstrates that the use will not interfere or reduce the safety of non-motorized movements, specifically pedestrian and bicyclists. Section 1325.04 also requires any electronic devices, including loudspeakers, be located at least 50’ from any lot line. The nearest order box on the west side of the site is located approximately 20’ from the west property boundary. The applicant is requesting flexibility from this requirements. C. Landscaping and Tree Preservation – Section 1325.05 Subd. 1 and 1325.055 Minimum Caliper Inches – Meets Requirements The Zoning Code requires that a minimum number of caliper inches of trees be provided based on the gross square footage of the building on the property. The proposed building includes 4,995 gross square feet. This requires a minimum of 15.6 caliper inches. Section 1325.055, Subd. 6, 3, e, of the Zoning Code allows preserved trees on the site to count towards the required landscaping. There are 183 existing caliper inches of significant trees on the site. At least 117 significant caliper inches will remain after tree removal. This meets the minimum caliper inches required. _____________________________________________________________________________________________ City of Arden Hills Planning Commission Meeting for May 5, 2021 P:\Planning\Planning Cases\2021\21-011 - Chick-Fil-A CUP. Master Plan PUD, Final PUD\PC Packets Page 6 of 12 Tree Mitigation –Meets Requirements The existing site has 183 caliper inches of significant trees. The Applicant is proposing to remove 66 caliper inches. The applicant is allowed to remove 10% (18.3 caliper inches) without replacement. The removal of the other 47.7 caliper inches requires replacement at one caliper inch per every two caliper inches lost or 23.85 caliper inches. The applicant is proposing to plant 14 deciduous trees, with a total of 35 caliper inches, as well as 16 evergreen trees equaling 42.1 caliper inches. This meets the minimum requirements. Trees along Street Frontage – Meets Requirements The Applicant is proposing to plant 5 new trees along the right-of-way in addition to the preserved 5 trees. This meets the minimum requirement of 1 tree per each 50’ of street frontage. Perennials and Shrubberies – Meets Requirements The Zoning Code requires a minimum of 10 percent of the total landscaped area to be covered with perennials and/or shrubbery. The total landscaped area on the site is 20,080 square feet, resulting in the need for a minimum of 2,080 square feet of perennial and shrubbery cover. The proposed landscape plan includes new landscaping along the perimeter of the drive-through lanes. The proposed perennial and shrub planting beds exceeds the minimum 10 percent of the total landscaped area. Planting Islands – Meets Requirements The parking area is located to the south and to the east of the building. There are planting islands located at the ends of the parking rows. Tree Selection – Meets Requirements The proposed landscape plan includes a variety of tree species, including maples, northern catalpas and evergreens, ranging in size from 2-3 caliper inches. This is consistent with ordinance requirements. Drive-Through Landscaping – Flexibility Requested Section 1325.04, Subdivision 2, requires landscaping on lots used for drive-up windows to the minimum widths: Front Lot Line 20’ Side Lot Line 10’ Rear Lot Line 15’ The parking and drive-thru lane on the east side of the property will be located approximately 11’ from the property line, which is consistent with the existing pavement. On the west side of the property, the curb of the drive thru lane is propos ed to be located about 5’ from the west lot line. Along the front lot line, the applicant is proposing the parking lot be setback 20’ from the lot line. The applicant is requesting flexibility in the side and rear yard setbacks to allow for the dual drive- through lanes. _____________________________________________________________________________________________ City of Arden Hills Planning Commission Meeting for May 5, 2021 P:\Planning\Planning Cases\2021\21-011 - Chick-Fil-A CUP. Master Plan PUD, Final PUD\PC Packets Page 7 of 12 D. Drainage Wetlands and Flood Plain – Section 1325.05 Subd. 2 – Meets Requirements The city code requires stormwater management be provided to meet water quantity, infiltration, and water quality requirements. The application identifies the construction of a stormwater pond located to the north of the building. Prior to the issuance of a land disturbance permit, the Applicant shall submit an operation and maintenance plan for the long-term care of all on-site and off-site stormwater facilities. E. Lighting – Section 1325.05 Subd. 3 – Meets Requirements The Applicant has submitted a lighting plan that identifies general pole heights and lumen levels; however, the lumen levels are not extended to the property lines. As a condition of approval, all lighting shall be downward directed shoebox style with flush lenses. Details about the proposed lighting are found in Attachment E. During review of the concept plan, the Council expressed concern about the lighting along the west side of the building, and how that might impact the adjacent hotel. The applicant has indicated they are working with the adjacent property owner to mitigate concerns. Additional information on what this involves should be provided. F. Screening – Section 1325.05 Subd. 4 - Meets Requirements The Zoning Code requires mechanical operating equipment located on the ground or roof to be screened from adjacent streets. The mechanical equipment is location on the roof and is screened by a short parapet wall. G. Requirements for Parking, Loading, and Circulation – Section 1325.06 – Flexibly Requested Parking requirements for fast food restaurants include 15 stacking spaces for each customer pick- up window plus one space for each 2 seats. This use requires a total of 58 parking spaces and 15 stacking spaces. The applicant is proposing a total of 50 parking spaces and 40 stacking spaces. The parking lot has been configured to maximize circulation and minimize backups given the drive-thru facility. Access to the parking lot will be provided via a one-way entrance off Red Fox Road and a one-way exit onto Red Fox Road. H. Aesthetics - Section 1325.05, Subd. 8 – Meets Requirements At least seventy-five (75) percent of the exterior building materials should be made of brick masonry, tile masonry, natural stone or its synthetic equivalent, decorative concrete plank, transparent glass or any combination thereof. Trim and other accent or decorative features may be metal, wood, split faced block, EIFS, or stucco. Undesirable materials include simulated brick, vinyl or aluminum siding, sheet or corrugated metal siding, plain concrete blocks or panels, brightly colored metal roofing or canopies, pre-cast tilt-up walls, and mirrored or reflective glass. The proposed building elevations consist of brick veneer with metal coping. During the concept plan discussion, the applicant stated the material finish would be brick. The applicant must clarify the building materials. The Planning Commission should make a determination about whether or not brick veneer meets the City Code requirements. _____________________________________________________________________________________________ City of Arden Hills Planning Commission Meeting for May 5, 2021 P:\Planning\Planning Cases\2021\21-011 - Chick-Fil-A CUP. Master Plan PUD, Final PUD\PC Packets Page 8 of 12 2. Sign Code – Chapter 12 – Meets Requirements This property is located in Sign District 5. This district allows freestanding signs 16’ in height and up to 100 square feet in area and wall signs not to exceed 80 square feet. Up to two drive-through menu board signs are permitted per drive-through lane. The total surface area of the two signs shall not exceed forty (40) square feet. The height of the menu boards shall not exceed 8 feet. Freestanding Signs The applicant is proposing to utilize the existing Perkins sign on the north side of the property by changing the sign face. A freestanding sign is also proposed at the corner of Lexington Avenue and Red Fox Road. This sign is 16’ in height and includes 57 square feet of sign area. Wall Signs The applicant is proposing two styles of wall signs, one 35 square feet in area and one 57 square feet in area. Both styles are internally lit. One of these signs will be located on each face of the building, as shown in the Sign Plan (Attachment F). _____________________________________________________________________________________________ City of Arden Hills Planning Commission Meeting for May 5, 2021 P:\Planning\Planning Cases\2021\21-011 - Chick-Fil-A CUP. Master Plan PUD, Final PUD\PC Packets Page 9 of 12 Drive-Through Menu Boards There are two drive-through menu boards located along the northwest side of the drive-through lane. The menu board is 6.5’ in height and approximately 32.5 square feet in area. 3. Traffic Study A traffic study has been prepared (see Attachment G). The study reviewed existing operations within the area, evaluated traffic impacts to the roadway network, and recommended improvements to the proposed development site. In summary, the proposed development is expected to generate approximately 200 a.m. peak hour, 163 p.m. peak hour, and 2,352 daily site trips. Results of the year 2023 build operations anal ysis indicate that all intersections are expected to operate at a LOS C or better during peak hours. With the Lexington Avenue reconstruction project, the Lexington Avenue/Red Fox Road intersection is expected to continue to operate at a LOS C during the p.m. peak hour. The report concludes the proposed development would not result in significant degradation in peak period traffic operations and level of service. Suggested Findings of Fact Staff offers the following findings of fact for consideration: 1. The property located at 3855 Lexington Avenue is designated for Commercial uses on the 2040 Comprehensive Plan. 2. The applicant has proposed a Master Plan Planned Unit Development, Final Planned Unit Development and Conditional Use Permit in order to construct a fast food restaurant with drive-through lanes. 3. The Final PUD substantially conforms with the requirements of the City Code. _____________________________________________________________________________________________ City of Arden Hills Planning Commission Meeting for May 5, 2021 P:\Planning\Planning Cases\2021\21-011 - Chick-Fil-A CUP. Master Plan PUD, Final PUD\PC Packets Page 10 of 12 4. Where the plan is not in conformance with the City Code, flexibility has been requested by the applicant and/or conditions have been placed on an approval that would mitigate the nonconformity. 5. Flexibility through the PUD process has been requested in the following areas: lot size, minimum landscape coverage, building height and parking requirements. 6. The proposed development plan meets or exceeds the minimum requirements of the City Code in the following areas: accessory structure setbacks, drive-through facility setbacks, drive-through facility landscaping setbacks, and number of parking spaces. 7. Fast food restaurants with drive-through facilities area allowed as a conditional use in the B-3 District. 8. All new developments or redevelopments in the B-3 district require a planned unit development. 9. The adjacent properties to the south and west are zoned B-3 and are guided for Commercial use in the Arden Hills 2040 Comprehensive Plan. 10. The application is not anticipated to create a negative impact on the immediate area or the community as a whole. Options and Motion Language Staff has provided the following options and motion language for this case. The Planning Commission should consider providing additional findings of fact as part of the motion to support their recommendation for approval or denial. 1. Recommend Approval with Conditions: Motion to recommend approval of Planning Case 21- 011 for a Master Plan Planned Unit Development, a Final Planned Unit Development, and a Conditional Use Permit at 3855 Lexington Avenue, based on the findings of fact and submitted plans, subject to the following conditions: 1. The project shall be completed in accordance with the plans submitted as amended by the conditions of approval. Any significant changes to the plans, as determined by the City Planner, shall require review and approval by the Planning Commission and City Council. 2. The Conditional Use Permit and Planned Unit Development approvals shall expire one year from the date of City Council approval unless a building permit has been requested or a time extension has been granted by the City Council. 3. Prior to the issuance of building permits, the Applicant shall enter into a Planned Unit Development Agreement. 4. All areas of the site, where practical, shall be sodded or seeded and maintained. The property owner shall mow and maintain all site boulevards to the curb line of the public streets. 5. All light poles, including base, shall be a maximum of 25 feet in height and shall be shoebox style, downward directed, with high-pressure sodium lamps or LED and flush lenses. Other than wash or architectural lighting, attached security lighting shall be shoebox style, downward directed with flush lenses. If complaints are received the lighting adjacent to residential uses shall utilize house shields as directed by the City. In addition, any lighting under canopies (building entries) shall be recessed and use a flush lens. _____________________________________________________________________________________________ City of Arden Hills Planning Commission Meeting for May 5, 2021 P:\Planning\Planning Cases\2021\21-011 - Chick-Fil-A CUP. Master Plan PUD, Final PUD\PC Packets Page 11 of 12 6. The Applicant shall be financially responsible for all applicable water and sanitary charges. Rates applied shall be those in effect at the time of Final Plat approval and shall be memorialized in the Development Agreement. 7. A right-of-way permit shall be required for work performed within the City right-of- way. 8. No exterior storage shall be permitted. 9. Prior to the issuance of a land disturbance permit, the Applicant shall submit an operation and maintenance plan for the long-term care of all on-site and off-site stormwater, sanitary sewer, and water main to the City for review and approval. The Applicant will be responsible to carry out these operation and maintenance activities and to submit the appropriate documentation to the City as specified. 10. Any future trash enclosures shall utilize wooden gates and be constructed on three sides using the same materials and patterns used on the building. Locations shall be approved by the Planning Department. 11. Prior to the issuance of a building permit, a landscape financial security in the amount of 125% of the estimated cost of the landscaping shall be submitted. Landscape financial security is held for two full growing seasons. 12. Before construction, grading, or land clearing begins, trees or tree areas that are to be preserved shall be visibly marked and city-approved tree protection fencing or other method shall be installed and maintained at the critical root zones of the trees to be protected. The location of the fencing shall be in conformance with the approved tree preservation plan and approved by staff in writing. 13. All rooftop or ground mounted mechanical equipment shall be hidden from view with the same materials used on the building in accordance with City Code requirements. 14. All fencing and retaining wall materials shall be complementary to the building materials and shall be approved in writing by the Planning Division prior to issuance of a building permit. Retaining walls greater than four (4) feet in height shall be engineered and detailed calculations shall be submitted to the City. 15. Prior to City Council, the Applicant shall submit a materials board to be approved in writing by staff. 16. A Grading and Erosion permit shall be obtained from the city’s Engineering Division prior to commencing any grading, land disturbance or utility activities. The Developer shall be responsible for obtaining any permits necessary from other agencies, including but not limited to, MPCA, Rice Creek Watershed District, and Ramsey County, MNDOT prior to the start of any site activities. 17. The Applicant shall be responsible for protecting the proposed on-site storm sewer infrastructure and components and any existing storm sewer from exposure to any and all stormwater runoff, sediments and debris during all construction activities. Temporary stormwater facilities shall be installed to protect the quality aspect of the proposed and existing stormwater facilities prior to and during construction activities. Maintenance of any and all temporary stormwater facilities shall be the responsibility of the Applicant. 18. Prior to the issuance Grading and Erosion permit, the Engineering Department shall review and approve final grading and utility plans in writing. 2. Recommend Approval without Conditions: Motion to recommend approval of Planning Case 21-011 for a Master Plan Planned Unit Development, a Final Planned Unit Development, and _____________________________________________________________________________________________ City of Arden Hills Planning Commission Meeting for May 5, 2021 P:\Planning\Planning Cases\2021\21-011 - Chick-Fil-A CUP. Master Plan PUD, Final PUD\PC Packets Page 12 of 12 a Conditional Use Permit at 3855 Lexington Avenue, based on the findings of fact and submitted plans in the May 5, 2021, Report to the Planning Commission. 3. Recommend Denial: Motion to recommend denial of Planning Case 21-011 for a Master Plan Planned Unit Development, a Final Planned Unit Development, and a Conditional Use Permit at 3855 Lexington Avenue based on the following findings of fact: the Planning Commission should identify findings to deny should specifically reference the reasons for denial and why those reasons cannot be mitigated. 4. Table: Motion to table Planning Case 21-011 for a Master Plan Planned Unit Development, a Final Planned Unit Development, and a Conditional Use Permit at 3855 Lexington Avenue for the following reasons: the Planning Commission should identify a specific reason and/or information request should be included with a motion to table. Notice and Public Comments Notice was published in the Pioneer Press on April 23, 2021. Notice was prepared by the City and mailed to property owners within 500 feet of the subject property. Staff has not received any letters, e-mails, or telephone calls from property owners or residents. Deadline for Agency Actions The City of Arden Hills received the completed application for this request on April 19, 2021. Pursuant to Minnesota State Statute, the City must act on this request by June 19, 2021 (60 days), unless the City provides the petitioner with written reasons for an additional 60 day review period. The City may, with the consent of the applicant, extend the review period beyond the initial 120 days. Attachments A. Project Narrative B. Location Map C. 11x17 Civil Plan Sets D. Architectural Plans E. Lighting and Photometric Plan F. Signage Plans G. 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(NON-STRUCTURAL)REMOVER-12HANDRAIL/GUARDRAILREMOVER-13FLAG POLEREMOVER-14UTILITY POLEREMOVE (COORDINATE W/ UTILITY)R-15WATER SERVICEREMOVE AS NECESSARY (APPROX. LOCATION)R-16SAN SERVICE AND GREASE TRAPREMOVE AS NECESSARY (APPROX. LOCATION)R-17GRAVEL LANDSCAPE BEDREMOVER-18TELEPHONE SERVICEREMOVEInformation contained on this drawing and in all digital filesproduced for above named project may not be reproduced inany manner without express written or verbal consent fromauthorized project representatives.ENGINEER'S PROJECT #PRINTED FORDATESHEETSHEET NUMBERDRAWN BY:Chick-fil-A5200 Buffington RoadAtlanta, Georgia30349-2998REVISION SCHEDULEFSR#CHICK-FIL-A200930PRELIMINARY12/02/2020ARDEN HILLS (MN) FSUPRELIMINARY04807NO.DATEDESCRIPTIONCHECKED BY:ECHJFV3855 LEXINGTON AVENUEARDEN HILLS, MN 55126xxxxxxxxxC-100SITE DEMOLITION PLAN Attachment C DRIVETHRUDRIVETHRUInformation contained on this drawing and in all digital filesproduced for above named project may not be reproduced inany manner without express written or verbal consent fromauthorized project representatives.ENGINEER'S PROJECT #PRINTED FORDATESHEETSHEET NUMBERDRAWN BY:Chick-fil-A5200 Buffington RoadAtlanta, Georgia30349-2998REVISION SCHEDULEFSR#CHICK-FIL-A200930PRELIMINARY12/02/2020ARDEN HILLS (MN) FSUPRELIMINARY04807NO.DATEDESCRIPTIONCHECKED BY:ECHJFV3855 LEXINGTON AVENUEARDEN HILLS, MN 55126C-200SITE PLAN Information contained on this drawing and in all digital filesproduced for above named project may not be reproduced inany manner without express written or verbal consent fromauthorized project representatives.ENGINEER'S PROJECT #PRINTED FORDATESHEETSHEET NUMBERDRAWN BY:Chick-fil-A5200 Buffington RoadAtlanta, Georgia30349-2998REVISION SCHEDULEFSR#CHICK-FIL-A200930PRELIMINARY12/02/2020ARDEN HILLS (MN) FSUPRELIMINARY04807NO.DATEDESCRIPTIONCHECKED BY:ECHJFV3855 LEXINGTON AVENUEARDEN HILLS, MN 55126C-300GRADING PLAN Information contained on this drawing and in all digital filesproduced for above named project may not be reproduced inany manner without express written or verbal consent fromauthorized project representatives.ENGINEER'S PROJECT #PRINTED FORDATESHEETSHEET NUMBERDRAWN BY:Chick-fil-A5200 Buffington RoadAtlanta, Georgia30349-2998REVISION SCHEDULEFSR#CHICK-FIL-A200930PRELIMINARY12/02/2020ARDEN HILLS (MN) FSUPRELIMINARY04807NO.DATEDESCRIPTIONCHECKED BY:ECHJFV3855 LEXINGTON AVENUEARDEN HILLS, MN 55126C-302EROSION CONTROLPLANX Information contained on this drawing and in all digital filesproduced for above named project may not be reproduced inany manner without express written or verbal consent fromauthorized project representatives.ENGINEER'S PROJECT #PRINTED FORDATESHEETSHEET NUMBERDRAWN BY:Chick-fil-A5200 Buffington RoadAtlanta, Georgia30349-2998REVISION SCHEDULEFSR#CHICK-FIL-A200930PRELIMINARY12/02/2020ARDEN HILLS (MN) FSUPRELIMINARY04807NO.DATEDESCRIPTIONCHECKED BY:ECHJFV3855 LEXINGTON AVENUEARDEN HILLS, MN 55126PS-100PLUMBING SITE PLAN Know what'sRInformation contained on this drawing and in all digital filesproduced for above named project may not be reproduced inany manner without express written or verbal consent fromauthorized project representatives.ENGINEER'S PROJECT #PRINTED FORDATESHEETSHEET NUMBERDRAWN BY:Chick-fil-A5200 Buffington RoadAtlanta, Georgia30349-2998REVISION SCHEDULEFSR#CHICK-FIL-A200930PRELIMINARY12/02/2020ARDEN HILLS (MN) FSUPRELIMINARY04807NO.DATEDESCRIPTIONCHECKED BY:ECHJFV3855 LEXINGTON AVENUEARDEN HILLS, MN 55126P R E L I M I N A R YNOT FOR CONSTRUCTION Information contained on this drawing and in all digital filesproduced for above named project may not be reproduced inany manner without express written or verbal consent fromauthorized project representatives.ENGINEER'S PROJECT #PRINTED FORDATESHEETSHEET NUMBERDRAWN BY:Chick-fil-A5200 Buffington RoadAtlanta, Georgia30349-2998REVISION SCHEDULEFSR#CHICK-FIL-A200930PRELIMINARY12/02/2020ARDEN HILLS (MN) FSUPRELIMINARY04807NO.DATEDESCRIPTIONCHECKED BY:ECHJFV3855 LEXINGTON AVENUEARDEN HILLS, MN 55126Know what'sRP R E L I M I N A R YNOT FOR CONSTRUCTION Information contained on this drawing and in all digital filesproduced for above named project may not be reproduced inany manner without express written or verbal consent fromauthorized project representatives.ENGINEER'S PROJECT #PRINTED FORDATESHEETSHEET NUMBERDRAWN BY:Chick-fil-A5200 Buffington RoadAtlanta, Georgia30349-2998REVISION SCHEDULEFSR#CHICK-FIL-A200930PRELIMINARY12/02/2020ARDEN HILLS (MN) FSUPRELIMINARY04807NO.DATEDESCRIPTIONCHECKED BY:ECHJFV3855 LEXINGTON AVENUEARDEN HILLS, MN 55126Know what'sRP R E L I M I N A R YNOT FOR CONSTRUCTION Information contained on this drawing and in all digital filesproduced for above named project may not be reproduced inany manner without express written or verbal consent fromauthorized project representatives.ENGINEER'S PROJECT #PRINTED FORDATESHEETSHEET NUMBERDRAWN BY:Chick-fil-A5200 Buffington RoadAtlanta, Georgia30349-2998REVISION SCHEDULEFSR#CHICK-FIL-A200930PRELIMINARY12/02/2020ARDEN HILLS (MN) FSUPRELIMINARY04807NO.DATEDESCRIPTIONCHECKED BY:ECHJFV3855 LEXINGTON AVENUEARDEN HILLS, MN 55126P R E L I M I N A R YNOT FOR CONSTRUCTION FLOOR PLAN GENERAL NOTESA.1ALL DIMENSIONS SHOWN ARE FRAMING DIMENSIONS (FACE OF STUD/JAMB) UNLESS OTHERWISE NOTED. A.2FASTENERS, ANCHORS, CLIPS, STRAPS, ETC WHICH ARE IN CONTACT WITH PRESERVATIVE AND/OR FIRE TREATED WOOD SHALL BE OF G-185 HOT DIPPED ZINC-COATED GALVANIZED STEEL, STAINLESS STEEL, OR AN APPROVED EQUAL. A.3REFER TO CIVIL AND LANDSCAPE FOR LOCATIONS OF WALKS, BOLLARDS, LANDSCAPING AREAS, FLAG POLE, AND OTHER SITE ITEMS.A.4REFER TO INTERIOR ELEVATIONS FOR LOCATIONS AND TYPES OF CORNER GUARDS.A.5CONTRACTOR TO COORDINATE LOCATION OF POLE MOUNTED EXTERIOR CAMERA WITH STRONG SYSTEMS AND INSTALL UNDERGROUND CONDUIT AS REQUIRED. RE: ELECTRICAL.A.6REFER TO ACCESSIBILITY PLAN AND FURNITURE DRAWINGS FOR SEATING LAYOUT & SPECIFICATIONS. CONTACT: OWNER. A.7REFER TO ACCESSIBILITY PLAN AND OWNER DRAWINGS FOR CONDIMENT COUNTERS AND TRASH RECEPTACLES. A.8REFER TO IT WALLBOARD USER GUIDE FOR WALLBOARD INSTALLATION, IF APPLICABLE.WALL INSULATION NOTESWALL NOTESINTERIOR WALL FRAMING NOTESEXTERIOR WALL FRAMING NOTESD.1SEE STRUCTURAL DRAWINGS FOR STUD DIMENSIONS AND SPACING.D.2AT WOOD STUD EXTERIOR WALLS, USE TREATED SILL PLATES. EXTERIOR SHEATHING NOTESE.1REFER TO STRUCTURAL FOR EXTERIOR SHEATHING TYPES.BLOCKING NOTESF.1WALL BLOCKING SHALL BE THE GENERAL CONTRACTOR’S RESPONSIBILITY. BLOCKING SHALL INCLUDE, BUT IS NOT LIMITED TO: AREAS INDICATED ON INTERIOR ELEVATIONS FOR GRAB BARS, SHELVING BRACKETS, MONITORS, FIXTURES, ETC, AS WELL AS BLOCKING FOR WINDOWS, CANOPIES ROOF FRAMING, ROOF TOP UNITS, ETC. INTERIOR WALL FINISH & INTERIOR SHEATHING NOTESAT MATERIALS LABELED "INTERIOR SHEATHING”ON WALL TYPE DRAWINGS AND DETAILS, SHEATHING SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE. REFER TO FINISH PLAN AND INTERIOR ELEVATIONS FOR FINISH MATERIAL ON INTERIOR SHEATHING. DO NOT USE WOOD SHEATHING WITHIN 18" OF HOODS. G.1WHERE SHEATHING IS EXPOSED: 1/2" GYPSUM BOARD. PAINTED PER INTERIOR ELEVATIONS AND FINISH PLAN. G.2BETWEEN WALL TILE AND STUDS: 1/2" CEMENTITIOUS BACKER BOARD.G.3BETWEEN FRP PANELS AND WOOD STUDS AT BACK OF HOUSE: COMPOSEAL GOLD 40 MIL WATERPROOF MEMBRANE AND 1/2" CEMENTITIOUS BOARD TO 1'-0" ABOVE SLAB. 1/2”CDX PLYWOOD SUBSTRATE ABOVE CEMENTIOUS BOARD TO 1'-0" ABOVE CEILING. RE: TYPICAL WALL BASE DETAIL. G.4BETWEEN FRP PANELS AND METAL STUDS: COMPOSEAL GOLD 40 MIL WATERPROOF MEMBRANE AND 1/2" CEMENTIOUS BOARD TO 1'-0" ABOVE SLAB. 1/2" CEMENTITIOUS BOARD TO 4" ABOVE CEILING, EXCEPT AT AREAS WHERE DRAFTSTOPPING IS REQUIRED. REFER TO DRAFTSTOPPING DETAILS FOR THOSE AREAS. G.5BETWEEN FRP PANELS AND WOOD STUDS AT PLAY AREA: 1/2" GYPSUM BOARD.G.6BETWEEN STAINLESS STEEL PANELS AND METAL STUDS: 1/2" CEMENTIOUS BOARD.G.7BETWEEN STAINLESS STEEL PANELS AND WOOD STUDS: 1/2" CEMENTIOUS BOARD.G.8BETWEEN WALLCOVERING AND STUDS: 1/2" GYPSUM BOARD. G.9BETWEEN WOOD WAINSCOT AND WOOD STUDS: 1/2" PLYWOOD.G.10BETWEEN WOOD WAINSCOT AND METAL STUDS: 1/2”PLYWOOD. G.11BETWEEN FREEZER/COOLER WALLS AND WOOD STUD WALLS: 1 FT TALL CEMENT BOARD BASE WITH 1/2" GYPSUM BOARD (LEVEL 1 FINISH) TO 6”ABOVE FINISH CEILING. EXTEND 40 MIL COMPOSEAL GOLD WATERPROOF MEMBRANE FROM FLOOR AS INDICATED ON FINISH PLAN UP WALL AS INDICATED ON FREEZER AND COOLER SCREED DETAILS. G.12BEHIND WOOD BOARD FINISH AT ICON WALL: 3/4" PLYWOOD. G.13BEHIND WOOD BOARD FINISH AT OTHER LOCATIONS: 1/2" PLYWOOD.INTERIOR BASE FINISH & SHEATHING NOTESAT MATERIALS LABELED "INTERIOR SHEATHING”ON WALL TYPE DRAWINGS AND DETAILS, MATERIALS SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE. REFER TO FINISH PLAN AND INTERIOR ELEVATIONS FOR BASE FINISH MATERIAL. H.1BETWEEN TILE BASE AT KITCHEN AND STUDS: 1/2" CEMENTITIOUS BACKER BOARD TO MINIMUM 1'-0" ABOVE SLAB.H.2BETWEEN TILE BASE AT NON-KITCHEN AREAS AND STUD WALLS: 1/2" CEMENT BACKER BOARD TO MINIMUM 5" ABOVE SLAB. H.3BETWEEN VINYL BASE AND WOOD STUD WALLS: 1/2" GYPSUM BOARD. B.1WHERE EXTERIOR METAL STUD WALL TYPE REQUIRES BATT INSULATION, USE R-19 FOIL FACED BATT INSULATION. B.2WHERE EXTERIOR WOOD STUD WALL REQUIRES BATT INSULATION, USE R-19 KRAFT FACED FIBERGLASS BATT INSULATION WITH FLAME SPREAD INDEX OF NOT MORE THAN 25 AND SMOKE DEVELOPED INDEX OF NOT MORE THAN 450. B.3WHERE EXTERIOR STUD WALLS REQUIRE BATT INSULATION, EXTEND INSULATION UP 12" ABOVE ROOFTOP RIGID INSULATION. B.4AT INTERIOR METAL STUD WALLS WHERE INSULATION IS SCHEDULED, USE 3-1/2" FOIL FACED BATT INSULATION. B.5AT INTERIOR WOOD STUD WALLS WHERE INSULATION IS SCHEDULED, USE 3-1/2" BATT INSULATION WITH MAXIMUM FLAME SPREAD INDEX OF 25. B6.NOT USEDC.1UNLESS NOTED OTHERWISE, EXTEND FRAMING TO 6" ABOVE ADJACENT CEILINGC.2AT DRAFT STOPPING PARTITION INTERIOR WALLS, EXTEND FRAMING TO ROOF DECK AS REQUIRED TO ACCOMMODATE SMOKE BARRIER. C.3WHERE INTERIOR WALLS ARE NOT INSULATED AND NOT A DRAFT STOPPING PARTITION, FRAMING MAY STOP 6" ABOVE HIGHEST ABUTTING FINISH CEILING. C.4WHERE INTERIOR WALL FRAMING DOES NOT EXTEND TO STRUCTURE ABOVE, BRACE INTERIOR WALLS AS REQUIRED FOR COMPLIANCE WITH BUILDING CODE, REF BUILDING DATA ON COVER SHEET.C.5FRAMING AT NON-LOADBEARING INTERIOR WALLS SHALL MEET REQUIREMENTS OF APPLICABLE BUILDING CODES AND LOCAL AMENDMENTS.FLOOR PLAN WALL & PARTITION LEGENDWOOD STUD WALLMETAL STUD WALLNOTE: SEE WALL & PARTITION TYPES AND SMOKE BARRIER INDICATED ON REFLECTED CEILING PLAN FOR ADDITIONAL INFORMATIONBATT INSULATIOND1A-301B1A-301B3A-301C1A-301A-621785A-6011432A-60110987A-602576A-611D3A-6035A-60212786141315A-62212A-6226A-6219A-6022A-62110111213A-62211A-60244A-62231E2A-604_____________________E1A-604_____________________A-6211A-623B3A-62210A3A-401A-701A3A2A-401A4A-401A1A-4016A-701A2A-701A4A-631522LW6W4W4W4W4SW6SW6W822LSW635'-5 1/2"33'-8 1/4"4'-11 1/2"11'-6 1/2"4'-3 3/4"W4W4W4WOMENSMENSRR VEST31CLOSET32304'-6 1/4"6'-0"14'-5"6'-0"4'-6 1/4"KK22LW6W63'-4"40'-1"3'-7 1/2"W618L3LKITCHENTEAM MEMBERROOM1'-7 21/32"41'-11"5'-4"8'-5 1/2"8'-5 1/2"18LW6W630'-7 1/2"7'-11"2 3/4"8'-5 3/4"8'-5 1/2"8'-5 1/2"W822LHOOD #15L1LSM6DRIVE THRU4L6 1/2"3'-4"8'-11 3/4"10'-1"4'-3 1/4"6"2'-4"HOOD #3SERVING10M84L9L2LHOOD #2SW6SW6PROVIDE MINIMUM 9" CLEAR FROM EDGE OF PANEL TO ADJACENT WALL SURFACE TO AVOID CONFLICT WITH LADDER 18LMAINTAIN 1" GAP -TYPICAL TRIMW6419'-6"64'-4"W6W6W6SM6SW6.1SM6SW6.17'-4 1/8"8'-2 3/8"4'-4"8'-10 3/8"5'-3 5/8"3'-4"2'-8 1/2"2'-5"25A02.0L24A02.0L22LSW615FCC17'-1 3/4"7'-9 1/2"W63'-4"1'-9 1/8"10'-7 3/4"7'-0 1/2"1'-9 3/4"7'-9"6'-0"20'-8"6'-0"23'-11"5L14'-4 3/4"6'-0"13'-3 1/2"SERVICEDTT CLOSETOFFICESTORAGE33SW6401211167'-8"4'-0"19'-5"9'-0"C1'-10"3'-10"13W6W6W614METAL INFILL4'-4 1/2"11'-4"METAL INFILL17'-3"8'-4 1/2"3'-3 1/2"3'-8 1/2"4'-4"SW647'-0 1/2"REFER TO A-105 FOR OMD CANOPY INFO4L22L22L22L22L22L20L1981922L22L19L9'-6 1/2"4'-8 1/2"4'-4 1/2"4'-0 1/2"17'-2"4L10'-5"6'-4 1/2"1'-10 3/4"4'-9 3/4"6'-0"4'-8"6'-0"4'-7 3/4"3'-4 1/2"2'-9"AA22LE20H21AO23AAAA3'-6 3/8"6'-0"6'-0"6'-0"3'-9 7/8"4'-10 1/8"6'-0"4'-4 5/8"40'-7"7'-3"2'-8"6'-4 1/2"5"23'-0 3/4"7'-0"VESTIBULEDINING1'-8"6'-0"4'-8"6'-0"4'-8"6'-0"1'-7 7/8"35'-9"50'-11 1/4"W6W6W6SW6SW6SW6.2SW6.2SW65'-2"120'-1"SW6.214'-11"8'-8 1/2"5'-7 3/4"1GC SHALL PROVIDE 5-1/2" HIGH CONCRETE MILLWORK CURBS. RE: OWNER SHOP DRAWINGS FOR EXACT LOCATIONS & DIMENSIONS.3FREEZER AND COOLER DOORS AND HARDWARE SUPPLIED BY FREEZER/ COOLER MANUFACTURER.2GC SHALL SECURE SAFE USING (4) HILTI-HAS-E 1/2" x 4-1/2" ANCHOR BOLTS WITH HILTI HVU ADHESIVE CAPSULE. AT EACH HOLE FASTEN THRU PHENOLIC BASE OF CABINET AND INTO CONCRETE CURB BELOW. VERIFY LOCATION WITH SAFE MANUFACTURER. 4DASHED LINE INDICATES SOFFIT OR BULKHEAD ABOVE, RE: REFLECTED CEILING PLAN.5RECESSED PIN AND SLEEVE BOX, RE: A4/A-620 & ELECTRICAL. 2'-1" ROUGH OPENING WIDTH AT HOOD #2. 11" ROUGH OPENING WIDTH AT HOOD #38STEEL WALL BY OWNER (TYP.) RE: OWNER FOR EXACT LOCATION.9 SAFE SCREEN BY OWNER.15NETWORK CABINET.18 ELECTRICAL PANEL. RE: ELECTRICAL.19 ITEM BY OWNER. 20 2-SIDED ICON. RE: OWNER DRAWINGS. 22 CANOPY ABOVE BY OWNER. 23 DROP SLAB IN PLAY AREA 1-1/2". RE: STRUCTURAL. 24 MDP. RE: ELECTRICAL. 25CT CABINET. RE: ELECTRICAL.FLOORPLAN KEYNOTES26HAND SANITIZER CENTERED UNDER PLAY RULES SIGNAGE (WITH DECAL ON OPPOSITE SIDE IF MOUNTED ON STOREFRONT). RE: SCHEDULE ON A-701 FOR MODEL INFO./A4A-604Chick-fil-A5200 Buffington Road Atlanta, Georgia 30349-2998Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives.CONSULTANT PROJECT #PRINTED FORDATESHEETSHEET NUMBERDRAWN BYREVISION SCHEDULEA1234BCDEABCDE1234CHICK-FIL-ABUILDING TYPE / SIZE:RELEASE:#3/24/2021 1:47:46 PMBIM 360://MN_04807_Arden Hills FSU_2021.2_FSR/04807_Arden Hills FSU_ARC.rvtA-201FLOOR PLANPROJECT STATUS02/19/21AuthorARDEN HILLS (MN) FSU048073855 LEXINGTON AVENUEARDEN HILLS, MN 5512610-LS-04807-A-201-FLOOR PLAN####21.02P13 LSFSRI HEREBY CERTIFY THAT THESE PLANS HAVE BEENPREPARED UNDER MY SUPERVISION AND THAT TOTHE BEST OF MY KNOWLEDGE, THE SAME COMPLYWITH ALL RULES, REGULATIONS AND ORDINANCES OFARDEN HILLS, MN RELATING TO STRUCTURES ANDBUILDINGS.NOTE: SQUARE FOOTAGE INDICATED IN STATISTICS IS NET SQUARE FOOTAGE AND DOES NOT INCLUDED INTERIOR OR EXTERIOR WALLS. REFER TO FOOTPRINT FOR BUILDING SQUARE FOOTAGE.1/4" = 1'-0"FLOOR PLANC4WALL TYPE SCHEDULE - INTERIORMARK DESCRIPTION (DOES NOT INCLUDE FINISHES)M8 8" MTL STUDS @ 24" O.C. MAX, WITH ONE LAYER 1/2" SHEATHING EAEXPOSED SIDEW4 2x4 WD STUDS @ 24" O.C. MAX, WITH ONE LAYER 1/2" SHEATHING EAEXPOSED SIDEW6 2x6 WD STUDS @ 24" O.C. MAX, WITH ONE LAYER 1/2" SHEATHING EAEXPOSED SIDEW8 2x8 WD STUDS @ 24" O.C. MAX, WITH ONE LAYER 1/2" SHEATHING EAEXPOSED SIDEW64 2X6 & 2X4 PAIR WD STUDS @ 24" O.C. MAX, WITH ONE LAYER OF 1/2"SHEATHING EA EXPOSED SIDEBUILDING FOOTPRINT:WALL TYPE SCHEDULE - EXTERIORMARK DESCRIPTION (DOES NOT INCLUDE FINISHES)SM6 6" MTL STUD EXTERIOR WALL WITH 1/2" SHEATHING ON EXTERIORFACES - REF STRUCT DRAWINGS AND ARCH SECTIONS/ELEVATIONSFOR CONSTRUCTION/MATERIAL INFORMATIONSW6 2X6 WD STUD EXTERIOR WALL WITH 1/2" SHEATHING EA SIDE - REFSTRUCT DRAWINGS AND ARCH SECTIONS/ELEVATIONS FORCONSTRUCTION/MATERIAL INFORMATIONSW6.1 2X6 WD STUD EXTERIOR WALL WITH ONE LAYER 1/2" SHEATHINGEXTERIOR SIDE AND TWO LAYERS 1/2" SHEATHING INTERIOR SIDE -REF STRUCT DRAWINGS AND ARCH SECTIONS/ELEVATIONS FORCONSTRUCTION/MATERIAL INFORMATIONSW6.2 2X6 WD STUD EXTERIOR FURRING WALL WITH ONE LAYER 1/2"SHEATHING EXPOSED SIDE - REF STRUCT DRAWINGS AND ARCHSECTIONS/ELEVATIONS FOR CONSTRUCTION/MATERIAL INFORMATIONSTATISTICS (NET)Name AreaCLOSET 11 SFDINING 1571 SFDRIVE THRU 279 SFDTT CLOSET 27 SFKITCHEN 1518 SFMENS 188 SFOFFICE 56 SFRR VEST 83 SFSERVICE 149 SFSERVING 233 SFSTORAGE 63 SFTEAM MEMBER ROOM 225 SFVESTIBULE 57 SFWOMENS 181 SF4987 SFNO.DATEDESCRIPTION Attachment D (;7(5,25),1,6+(635(),1,6+('0(7$/&23,1*&2/25 '$5.%521=(%5,&.9(1((5&2/25 '$5.%52:16,=( 02'8/$5(;7(5,253$,17&2/25 '$5.%521=(6725()5217&2/25 '$5.%521=(),1,6+ 6(0,*/266%5,&.9(1((5&2/25 /,*+7%52:16,=( 02'8/$50(7$/3$1(/&2/25 &)$5('%5$%5%(&3767037)5$0,1* &&&&76/$%:$7(57$%/( 7)5$0,1* %&$123< &&522)/,1(578 61279,6,%/()520*5$'(0(&+$1,&$/(48,30(17 7<3 762/',(5 7)5$0,1* %&$123< :$7(57$%/( 76/$%&&&&522)/,1(578 61279,6,%/()520*5$'(0(&+$1,&$/(48,30(17 7<3 7)5$0,1* 7)5$0,1* %&$123< :$7(57$%/( 76/$%&&&$522)/,1(578 61279,6,%/()520*5$'(0(&+$1,&$/(48,30(17 7<3 7)5$0,1* 762/',(5 7)5$0,1* :$7(57$%/( %&$123< 76/$%522)/,1(578 61279,6,%/()520*5$'(0(&+$1,&$/(48,30(17 7<3 23&$123<),1,6+(6&335(),1,6+('0(7$/&2/25 '$5.%521=(&30(7$/'(&.,1*&2/25 :+,7(&KLFNILO$%XIILQJWRQ5RDG$WODQWD*HRUJLD ,QIRUPDWLRQFRQWDLQHGRQWKLVGUDZLQJDQGLQDOOGLJLWDOILOHVSURGXFHGIRUDERYHQDPHGSURMHFWPD\QRWEHUHSURGXFHGLQDQ\PDQQHUZLWKRXWH[SUHVVZULWWHQRUYHUEDOFRQVHQWIURPDXWKRUL]HGSURMHFWUHSUHVHQWDWLYHV&2168/7$17352-(&735,17(')25'$7(6+((76+((7180%(5'5$:1%<5(9,6,216&+('8/($%&'($%&'(&+,&.),/$%8,/',1*7<3(6,=( 5(/($6( 30%,0 01BB$UGHQ+LOOV)68BB)65B$UGHQ+LOOV)68B$5&UYW; '(6,*1'(9(/230(17352-(&767$786 $6$5'(1+,//6 01 )68/(;,1*721$9(18($5'(1+,//601;;/6; '(6,*1'(9(/230(173/6)65,+(5(%<&(57,)<7+$77+(6(3/$16+$9(%((135(3$5('81'(50<683(59,6,21$1'7+$7727+(%(672)0<.12:/('*(7+(6$0(&203/<:,7+$//58/(65(*8/$7,216$1'25',1$1&(62)$5'(1+,//6015(/$7,1*726758&785(6$1'%8,/',1*63(563(&7,9(9,(:)52175,*+73(563(&7,9(9,(:5($5/()73(563(&7,9(9,(:5($55,*+73(563(&7,9(9,(:)5217/()7$77$&+('&$123<6&+('8/(0DUN 'HVFULSWLRQ &RXQW2YHUDOO:LGWK2YHUDOO'HSWK7LH%DFN0RXQWLQJ 2IIVHW)URP7RS ,QWHJUDO/LJKWLQJ&$ ([WHULRU&DQRS\ <HV&& ([WHULRU&DQRS\ 1R&% ([WHULRU&DQRS\ 1R&& ([WHULRU&DQRS\ <HV&* ([WHULRU&DQRS\ <HV*UDQGWRWDO :(67(;7(5,25(/(9$7,21 6287+(;7(5,25(/(9$7,21 ($67(;7(5,25(/(9$7,21 1257+(;7(5,25(/(9$7,213(563(&7,9(9,(:12'$7('(6&5,37,21 3$,17('67((/3267&$36 7<3 3$,17&2//$5+,1*(6 7$3 $''*5($6(),77,1*6$7($&++,1*(*5($6(+,1*(6$)7(53$,17,1* ;3$,17('67((/78%(*$7()5$0(3$,17',$0(7(53$,17('67((/32673$,17;3$,17('67((/$1*/(63$,1735(),1,6+(';3/$67,&/80%(5 ($57+&$5(352'8&76 :($7+(5(':22' $77$&+('7267((/)5$0(:,7+7+58%2/7('&$55,$*(%2/763(575,0%2$5'3$,17+($'6'$5.%521=('52352'6%(<21'(48$/3$1(/6 76/$% 373737377(;7(5,25%21'%($0 7,17(5,25%21'%($0 76/$% %5$76/$% %5$7(;7(5,25%21'%($0 7,17(5,25%21'%($0 76/$% $$%$BBBBBBBBBBBBBBBBBBBBB($6$:&875( &,9,/[:$//'5$,123(1,1*%(/2: ',$0(7(567((/3,3(*$7(32673,3(%2//$5'65( &,9,/+<'5$175( 3/80%,1*5( .,7&+(1)256+(/9,1*,17+,6$5($6725$*(5()86( /2:352),/(785%,1(522)9(17,/$7256833/,('$1',167$//('%<*& 5$0372'2250$;6/23( 81,675876 6725$*(5()86(:+,7(522),1*0(0%5$1(21522)'(&.,1*5( 6758&785$/215$)7(565( 6758&785$/21&';3/<:22'&(,/,1*3$,1737:+,7(522),1*0(0%5$1($7:$//%(<21'(;3$16,21-2,175( 6758&785$/&21&5(7(6/$%5( 6758&785$/6($/('&21&5(7(6/$%5( 6758&785$/21(&2$72)35,0(5 21(&2$72)377<3,16,'(7+,65220%/2&.),//(5:,7+21(&2$72)35,0(5 21(&2$7(32;<3$,17720$7&+%5,&.%2//$5'5( &,9,/ ,167$// /(1*7+2)81,675879(57,&$//<%(+,1'($&+%2//$5'3$,17720$7&+$'-$&(17:$// 7(;7(5,25%21'%($07,17(5,25%21'%($076/$%7232)81,675876+$//%()/86+:,7+%277202)'5,3('*($7,16,'()$&(2)0(7$/&$37(50,1$7,21%$5$7(;326('('*($'$'$%[($57+&$5(35(),1,6+('75,06855281'*$7(38//6$6$33529('%<2:1(567((/3/$7($1'$1&+25$*(',$0(7(567((/'52352'',$0(7(5'5,//('+2/(,1&21&5(7('5,9([($57+&$5(35(),1,6+('75,06855281'/21*'52352'*8,'(9(57,&$/('*(2)&21&5(7(6/$%%(+,1' %(/2:*$7(&21&5(7('5,9(5( &,9,/*5$<,1',&$7(63$,1737 ,17+,6'5$:,1*7<3(;3$16,21-2,175( &,9,/ 3,3(%2//$5'*$7(3267%(<21'3$,1737 (;3$16,21-2,175( &,9,/&21&5(7(3$9,1*5( &,9,/0,1&586+('6721(%$6(3267)281'$7,215( 6758&785$/&21&5(7(6/$% )227,1* 5( 6758&785$/ 6/23()25'5$,1$*(5( 3/$1&+$0)(5('('*(*$7(3$1(/ 6725$*(50)/225 *5287&$9,7<62/,'$7%(/2:)/$6+,1*/,1(2)),1,6+('*5$'(5( &,9,/&2170(0%5$1()/$6+,1*:,7+:((3+2/(6$72&*5287%277207:2&2856(662/,'7<3$1'(;7(1'*5287,1*'2:1:$5',172)227,1*$66+2:1216758&785$/'5$:,1*6%5,&.9(1((5+25,=217$/-2,175(,1)25&(0(17:,7++22. 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The LED drivers are mounted in direct contact with the casting to promote low operating temperature and long life. The die-cast aluminum door is tethered to provide easy access to the driver if replacement is required. A one-piece silicone gasket seals the door to the fixture housing. The optics is mounted on a versatile, aluminum plate that dissipates heat from the LEDs resulting in longer life of the fixture. The fixture is IP66 and vibration rated (ANSI C136.31) to insure strength of construction and longevity in the selected application. Optics Precision molded, high efficiency optics are precisely designed to shape the distribution, maximizing efficiency and application spacing. Available in Type II, III, IV and V distributions with lumen packages ranging from 6,100 to 18,900 nominal lumens. Light engine configurations consist of high-efficacy LEDs mounted to metal-core circuit boards to maximize heat dissipation and promote long life. For the ultimate level of spill light control, an optional house side shield accessory can be field or factory installed. Electrical LED drivers are mounted to the fixture for optimal heat sinking and ease of maintenance. Class 1 electronic drivers have a power factor >90%, THD <20%, and an expected life of 100,000 hours with <1% failure rate. Available in 120- 277V 50/60Hz, 347V 60Hz or 480V 60Hz operation. 480V is compatible for use with 480V Wye systems only. 10kV/10 kA surge protection standard. 0-10V dimming driver is standard with leads external to the fixture. Suitable for ambient temperatures from -40°C to 40°C. Optional 50°C HA (high ambient) available. Standard NEMA 3-PIN twistlock photocontrol receptacle and NEMA 7-PIN twistlock photocontrol receptacles are available as options. Controls See Control Options section for more details on available offerings. Mounting Standard pole mount arm is bolted directly to the pole and the fixture slides onto the arm and locks in place with a bolt facilitating quick and easy installation. The versatile, patented, standard mount arm accommodates multiple drill patterns ranging from 1-1/2" to 4-7/8". Removal of the door on the standard mounting arm enables wiring of the fixture without having to access the driver compartment. A knock-out on the standard mounting arm enables round pole mounting. Wall mount and mast arm mounting options are available. Mast arm adapter fits 2-3/8" O.D. tenon. Finish Housing and cast parts finished in five-stage super TGIC polyester powder coat paint, 2.5 mil nominal thickness for superior protection against fade and wear. Standard color is bronze. Additional colors available in white, grey, black, dark platinum and graphite metallic. Warranty Five-year warranty. TD500069EN September 30, 2019 9:28 AM The Prevail LED area, site luminaire combines optical performance, energy efficiency and long term reliability in an advanced, patent pending modern design. Utilizing the latest LED technology, the Prevail luminaire delivers unparalleled uniformity resulting in greater pole spacing. A versatile mount standard arm facilitates ease of installation for both retrofit and new installations. With energy savings greater than 85%, the Prevail fixture replaces 150-1,000W metal halide fixtures in general area lighting applications such as parking lots, walkways, roadways and building areas. DESCRIPTION CERTIFICATION DATA UL and cUL Wet Location Listed DesignLights Consortium® Qualified* IP66-Rated 3G Vibration Rated (PRV) 1.5G Vibration Rated (PRV-XL) ISO 9001 FCC Class A ENERGY DATA Electronic LED Driver 0.9 Power Factor <20% Total Harmonic Distortion 120-277V/50 and 60Hz, 347V/60Hz, 480V/60Hz -40°C Minimum Temperature Rating +40°C Ambient Temperature Rating SHIPPING DATA Approximate Net Weight: PRV: 20 lbs. (9.09 kgs.) PRV-XL: 45 lbs. (20.41 kgs.) Prevail XL Prevail 17-7/8" [454mm]39-5/8" [1006mm] 3-11/16" [94mm] 13-15/16" [354mm]26-13/16" [681mm] 2-3/4" [70mm]6-15/16" [177mm] 7-1/8" [180mm] DIMENSIONS SY S T EM SCERT I F I E DCatalog # Type Date Project Comments Prepared by LumenSafe Technology *www.designlights.org OD, OD1, OD2, OD3 $WWDFKPHQW( Specifications and dimensions subject to change without notice. Eaton 1121 Highway 74 South Peachtree City, GA 30269 P: 770-486-4800 www.eaton.com/lighting PRV / PRV-XL PREVAIL TD500069EN September 30, 2019 9:28 AM Wall Mount Arm Mount Single EPA 0.75 (PRV) EPA 1.12 (PRV-XL) Arm Mount 2 @ 180° EPA 1.50 (PRV) EPA 2.25 (PRV-XL) Arm Mount 2 @ 90° EPA 1.50 (PRV) EPA 2.13 (PRV-XL) Arm Mount 4 @ 90° EPA 3.00 (PRV) EPA 2.52 (PRV-XL) Arm Mount 3 @ 90° EPA 2.25 (PRV) EPA 2.52 (PRV-XL) MOUNTING CONFIGURATIONS AND EPAS 4-15/16" [125mm] 3-3/4" [96mm] 6-15/16" [177mm] 4" [102mm] 4-7/8" [124mm] 1-1/4" [32mm] 9/16" [15mm] Dia. Hole POLE MOUNT ARM (PRV) 5-11/16" [144mm] 3-1/8" [78mm] 7-1/8" [180mm]4" [102mm] 4-7/8" [124mm] 1-7/16" [34mm] 1/2" [14mm] Dia. Hole POLE MOUNT ARM (PRV-XL) 6" [153mm] 3-1/4" [83mm] 2-1/2" [64mm] O.D. MAST ARM MOUNT (PRV) 6" [152mm] 2-3/8" [60mm] 8" [203mm] 7-1/8" [181mm] 7/16" [12mm] Dia. Hole 5-1/8" [130mm] WALL MOUNT (PRV) page 2 PRV-C15 (7,100 Nominal Lumens) PRV-C25/C40/C60 (13,100/17,100/20,000 Nominal Lumens) PRV-XL-C75/C100/C125 (26,100/31,000/36,300 Nominal Lumens) PRV-XL-C150/C175 (41,100/48,600 Nominal Lumens) OPTICAL CONFIGURATIONS VERSATILE MOUNT SYSTEM Specifications and dimensions subject to change without notice. Eaton 1121 Highway 74 South Peachtree City, GA 30269 P: 770-486-4800 www.eaton.com/lighting TD500069EN September 30, 2019 9:28 AM PRV / PRV-XL PREVAILpage 3 POWER AND LUMENS (PRV-XL) LUMEN MAINTENANCE Configuration TM-21 Lumen Maintenance (50,000 Hours) Theoretical L70 (Hours) Up to PRV-C60 at 25ºC 91.30% 194,000 Up to PRV-C60 at 40ºC 87.59% 134,000 Up to PRV-XL-C175 at 25ºC 91.40% 204,000 Up to PRV-XL-C175 at 40ºC 89.41% 158,000 POWER AND LUMENS (PRV) Light Engine C15 C25 C40C60 Power (Watts) 52 96 131 153 Input Current @ 120V (A) 0.43 0.80 1.09 1.32 Input Current @ 277V (A) 0.19 0.35 0.48 0.57 Input Current @ 347V (A) 0.17 0.30 0.41 0.48 Input Current @ 487V (A) 0.12 0.22 0.30 0.35 Distribution Type II 4000K Lumens 7,123 13,205 17,172 20,083 BUG Rating B2-U0-G2 B2-U0-G2 B3-U0-G3 B3-U0-G3 3000K Lumens 6,994 12,965 16,860 19,718 Type III 4000K Lumens 7,111 13,183 17,144 20,050 BUG Rating B1-U0-G2 B2-U0-G3 B3-U0-G4 B3-U0-G4 3000K Lumens 6,982 12,944 16,832 19,686 Type IV 4000K Lumens 7,088 13,140 17,087 19,984 BUG Rating B1-U0-G3 B2-U0-G4 B2-U0-G4 B3-U0-G5 3000K Lumens 6,959 12,901 16,777 19,621 Type V 4000K Lumens 7,576 14,045 18,264 21,360 BUG Rating B3-U0-G3 B4-U0-G3 B4-U0-G4 B5-U0-G4 3000K Lumens 7,438 13,790 17,932 20,972 Light Engine C75 C100 C125 C150 C175 Power (Watts) 176 217 264 285 346 Input Current @ 120V (A) 1.50 1.84 2.21 2.38 2.92 Input Current @ 277V (A) 0.66 0.82 0.97 1.04 1.25 Input Current @ 347V (A) 0.54 0.66 0.79 0.84 1.02 Input Current @ 487V (A) 0.40 0.48 0.57 0.62 0.74 Distribution Type II 4000K Lumens 26,263 31,231 36,503 41,349 48,876 BUG Rating B3-U0-G3 B3-U0-G4 B4-U0-G4 B4-U0-G4 B4-U0-G5 3000K Lumens 25,786 30,664 35,840 40,598 47,989 Type III 4000K Lumens 26,120 31,061 36,304 41,124 48,610 BUG Rating B3-U0-G5 B3-U0-G5 B3-U0-G5 B4-U0-G5 B4-U0-G5 3000K Lumens 25,646 30,497 35,645 40,377 47,727 Type IV 4000K Lumens 26,098 31,035 36,274 41,089 48,569 BUG Rating B3-U0-G5 B3-U0-G5 B3-U0-G5 B3-U0-G5 B4-U0-G5 3000K Lumens 25,624 30,471 35,615 40,343 47,687 Type V 4000K Lumens 28,129 33,450 39,097 44,287 52,349 BUG Rating B5-U0-G5 B5-U0-G5 B5-U0-G5 B5-U0-G5 B5-U0-G5 3000K Lumens 27,618 32,843 38,387 43,483 51,398 LUMEN MULTIPLIER Ambient Temperature Lumen Multiplier 10ºC 1.02 15ºC 1.01 25ºC 1.00 40ºC 0.99 Specifications and dimensions subject to change without notice. Eaton 1121 Highway 74 South Peachtree City, GA 30269 P: 770-486-4800 www.eaton.com/lighting page 4 CONTROL OPTIONS PRV / PRV-XL PREVAIL TD500069EN September 30, 2019 9:28 AM page 4 0-10V (D) The dimming option provides 0-10V dimming wire leads for use with a lighting control panel or other control method. Photocontrol (PER and PER7) Photocontrol receptacles provide a flexible solution to enable "dusk-to-dawn" lighting by sensing light levels. Advanced control systems compatible with NEMA 7-pin standards can be utilized with the PER7 receptacle. Dimming Occupancy Sensor (MSP and MS) These sensors are factory installed in the luminaire housing. When a sensor for dimming operation (/DIM) option is selected, the luminaire will dim down to approximately 50 percent power after five minutes of no activity detected. When activity is detected, the luminaire returns to full light output. When a sensor for ON/ OFF operation is selected, the luminaire will turn off after five minutes of no activity. These occupancy sensors include an integral photocell that can be activated or inactivated with the programming remote / configuration tool for "dusk-to-dawn" control or "daylight harvesting". Note: For MSP sensors, the factory preset is ON (Enabled), and for MS sensors, the factory preset is OFF (Disabled). The programming remote / tool is a wireless tool that can be utilized to change the dimming level, time delay, sensitivity and other parameters. A variety of sensor lenses are available to optimize the coverage pattern for mounting heights from 8'-40'. WaveLinx Wireless Control and Monitoring System Available in 7-PIN or 4-PIN configurations, the WaveLinx Outdoor control platform operates on a wireless mesh network based on IEEE 802.15.4 standards enabling wireless control of outdoor lighting. Use the WaveLinx Mobile application for set-up and configuration. At least one Wireless Area Controller (WAC) is required for full functionality and remote communication (including adjustment of any factory pre-sets). WaveLinx Outdoor Control Module (WOLC-7P-10A) A photocontrol that enables astronomic or time-based schedules to provide ON, OFF and dimming control of fixtures utilizing a 7-PIN receptacle. The out-of-box functionality is ON at dusk and OFF at dawn. WaveLinx Wireless Sensor (SWPD4 and SWPD5) These outdoor sensors offer passive infrared (PIR) occupancy and a photocell for closed loop daylight sensing. These sensors c an be factory installed or field-installed via simple, tool-less integration into luminaires equipped with the Zhaga Book 18 compliant 4-PIN receptacle (ZW). These sensors are factory preset to dim down to approximately 50 percent power after 15 minutes of no activity detected. These occupancy sensors include an integral photocell for "dusk-to-dawn" control or daylight harvesting that is factory-enabled. A variety of sensor lenses are available to optimize the coverage pattern for mounting heights from 7'-40'. LumaWatt Pro Wireless Control and Monitoring System (LWR-LW and LWR-LN) The Eaton’s LumaWatt Pro powered by Enlighted is a connected lighting solution that combines LED luminaires with an integrated wireless sensor system. The sensor controls the lighting system in compliance with the latest energy codes and collects valuable data about building performance and use. Software applications turn the granular data into information through energy dashboards and specialized apps that make it simple and help optimize the use of other resources beyond lighting. LumenSafe Integrated Network Security Camera (LD) The LumenSafe integrated network camera is a streamlined, outdoor-ready camera that provides high definition video surveillance. This IP camera solution is optimally designed to integrate into virtually any video management system or security software platform of choice. No additional wiring is needed beyond providing line power to the luminaire. LumenSafe features factory-installed power and networking gear in a variety of networking options allowing security integrators to design the optimal solution for active surveillance. Coverage Side Area (Feet) For mounting heights from 8' to 12' (-L12) 12 8 0 20 15 10 10515205 0 30 22 15 157.5 22 307.5 0 30 20 0 Coverage Side Area (Feet) For mounting heights from 12' to 30' (-L30) Coverage Side Area (Feet) For mounting heights from 9' to 20' (-L20) 30 20 0 Coverage Side Area (Feet) For mounting heights from 21' to 40' (-L40W) 20 15 10 5 0 20 18 15 12 9 6 63 9 12 15 1830 20 50 30 0305040 1020 10 20 40 Coverage Side Area (Feet) For mounting heights from 16' to 40' (SWPD) 01020304010203040 40 30 20 0 Coverage Side Area (Feet) For mounting heights from 8' to 16' (LWR-LW) 16 0 Coverage Side Area (Feet) For mounting heights from 16' to 40' (LWR-LN) 01020304010203040 40 30 20 0 24 18 8 0 8 18 24 Specifications and dimensions subject to change without notice. Eaton 1121 Highway 74 South Peachtree City, GA 30269 P: 770-486-4800 www.eaton.com/lighting TD500069EN September 30, 2019 9:28 AM ORDERING INFORMATION STOCK ORDERING INFORMATION page 5 Product Family 1 Light Engine Voltage Distribution Options (Add as Suffix) PRVS= Prevail C15=(1 LED) 7,100 Nominal Lumens C25=(2 LEDs) 13,100 Nominal Lumens C40=(2 LEDs) 17,100 Nominal Lumens C60=(2 LEDs) 20,000 Nominal Lumens UNV= Universal (120-277V) 347=347V 2 T3=Type III T4=Type IV MSP/DIM-L30= Integrated Sensor for Dimming Operation, Maximum 30' Mounting Height 2 PRVS-XL= Prevail C75=(4 LEDs) 26,100 Nominal Lumens C100=(4 LEDs) 31,000 Nominal Lumens C125=(4 LEDs) 36,000 Nominal Lumens C150=(6 LEDs) 41,100 Nominal Lumens C175=(6 LEDs) 48,600 Nominal Lumens NOTES: 1. All stock configurations are standard 4000K/70CRI, bronze finish, and include the standard versatile mounting arm. 2. Only available in PRVS configurations C15, C25, C40 or C60. PRV / PRV-XL PREVAIL Sample Number: PRV-XL-C75-D-UNV-T4-SA-BZ Product Family 1, 2 Light Engine 3 Driver Voltage Distribution Mounting Color PRV=Prevail C15=(1 LED) 7,100 Nominal Lumens C25=(2 LEDs) 13,100 Nominal Lumens C 40 =(2 LEDs) 17,100 Nominal Lumens C60=(2 LEDs) 20,000 Nominal Lumens D= Dimming (0-10V)UNV= Universal (120-277V) 347=347V 480=480V 4 T2=Type II T3=Type III T4 =Type IV T5=Type V SA=Standard Versatile Arm MA=Mast Arm 5 WM=Wall Mount Arm 5 AP= Grey BZ= Bronze (Standard) BK=Black DP=Dark Platinum GM=Graphite Metallic WH=White PRV-XL=Prevail XL C75=(4 LED) 26,100 Nominal Lumens C100=(4 LED) 31,000 Nominal Lumens C125=(4 LED) 36,000 Nominal Lumens C150=(6 LED) 41,100 Nominal Lumens C175=(6 LED) 48,600 Nominal Lumens Options (Add as Suffix)Accessories (Order Separately) 16 7030=70 CRI / 3000K CCT 6 7050=70 CRI / 5000K CCT 6 HSS=House Side Shield 7 L90=Optics Rotated 90° Left R90=Optics Rotated 90° Right 10K=10kV/10kA UL 1449 Fused Surge Protective Device HA=50°C High Ambient Temperature 8 PER=NEMA 3-PIN Twistlock Photocontrol Receptacle PER7=NEMA 7-PIN Twistlock Photocontrol Receptacle MSP/DIM-L12= Integrated Sensor for Dimming Operation, 8' - 12' Mounting Height 5, 9 MSP/DIM-L30= Integrated Sensor for Dimming Operation, 12' - 30' Mounting Height 5, 9 MSP-L12= Integrated Sensor ON/OFF Operation, 8' - 12' Mounting Height 5, 9 MSP-L30=Integrated Sensor ON/OFF Dimming Operation, 12' - 30' Mounting Height 5, 9 MS/DIM-L20=Motion Sensor for Dimming Operation, 9' - 20' Mounting Height 9, 10 MS/DIM-L40W=Motion Sensor for Dimming Operation, 21' - 40' Mounting Height 9, 10 MS-L20=Motion Sensor for ON/OFF Operation, 9' - 20' Mounting Height 9, 10 MS-L40W=Motion Sensor for ON/OFF Operation, 21' - 40' Mounting Height 9, 10 ZW=Wavelinx-enabled 4-PIN Twistlock Receptacle 9, 11, 12 ZW-SWPD4WH=Wavelinx Wireless Sensor, 7' - 15' Mounting Height, White 9, 11, 12 ZW-SWPD4BZ= Wavelinx Wireless Sensor, 7' - 15' Mounting Height, Bronze 9, 11, 12 ZW-SWPD5WH=Wavelinx Wireless Sensor, 15' - 40' Mounting Height, White 9, 11, 12 ZW-SWPD5BZ=Wavelinx Wireless Sensor, 15' - 40' Mounting Height, Bronze 9, 11, 12 LWR-LW=LumaWatt Pro Wireless Sensor, Wide Lens for 8' - 16' Mounting Height 9, 13 LWR-LN=LumaWatt Pro Wireless Sensor, Narrow Lens for 16' - 40' Mounting Height 9, 13 (See Table Below)= LumenSafe Integrated Network Security Camera 14, 15 PRVWM-XX=Wall Mount Kit 5 PRVMA-XX=Mast Arm Mounting Kit 5 PRVSA-XX=Standard Arm Mounting Kit 5 PRVXLSA-XX=Standard Arm Mounting Kit (for Prevail XL) 14 MA1010-XX=Single Tenon Adapter for 3-1/2" O.D. Tenon MA1011-XX=2@180° Tenon Adapter for 3-1/2" O.D. Tenon MA1017-XX=Single Tenon Adapter for 2-3/8" O.D. Tenon MA1018-XX=2@180° Tenon Adapter for 2-3/8" O.D. Tenon HS/VERD=House Side Shield 7 VGS-F/B=Vertical Glare Shield, Front/Back 7 VGS-SIDE=Vertical Glare Shield, Side 7 OA/RA1013=Photocontrol Shorting Cap OA/RA1014=NEMA Photocontrol - 120V OA/RA1016 =NEMA Photocontrol - Multi-Tap 105-285V OA/RA1201=NEMA Photocontrol - 347V OA/RA1027=NEMA Photocontrol - 480V ISHH-01=Integrated Sensor Programming Remote 17 FSIR-100=Wireless Configuration Tool for Occupancy Sensor 18 SWPD4-WH=WaveLinx Wireless Sensor, 7' - 15' Mounting Height, White 12, 19 SWPD4-BZ=WaveLinx Wireless Sensor, 7' - 15' Mounting Height, Bronze 12, 19 SWPD5-WH=WaveLinx Wireless Sensor, 15' - 40' Mounting Height, White 12, 19 SWPD5-BZ=WaveLinx Wireless Sensor, 15' - 40' Mounting Height, Bronze 12, 19 WOLC-7P-10A=WaveLinx Outdoor Control Module (7-PIN) 20 NOTES: 1. DesignLights Consortium® Qualified. Refer to www.designlights.org Qualified Products List under Family Models for details. 2. Customer is responsible for engineering analysis to confirm pole and fixture compatibility for applications. Refer to installation instructions and pole white paper WP513001EN for additional support information. 3. Standard 4000K CCT and 70CRI. 4. Only for use with 480V Wye systems. Per NEC, not for use with ungrounded systems, impedance grounded systems or corner grounded systems (commonly known as Three Phase Three Wire Delta, Three Phase High Leg Delta and Three Phase Corner Grounded Delta systems). 5. Only available in PRV configurations C15, C25, C40 or C60. 6. Use dedicated IES files on product website for non-standard CCTs. 7. Option will come factory-installed. Must order one per optic/LED when ordering as a field-installable accessory (1, 2, 4, or 6). House Side Shield not suitable with T5 distribution or C60 lumen package. 8. Not available with C60 lumen package. 9. Controls system is not available with photocontrol receptacle (PER or PER7) or other controls systems (MS, MSP, ZW or LWR). 10. Utilizes the Wattstopper sensor FSP-211. 11. Sensor passive infrared (PIR) may be overly sensitive when operating below -20°C (-4°F). 12. In order for the device to be field-configurable, requires WAC Gateway components WAC-PoE and WPOE-120 in appropriate quantities. Only compatible with WaveLinx system and software and requires system components to be installed for operation. See website for more Wavelinx application information. 13. LumaWatt Pro wireless sensors are factory installed and require network components LWP-EM-1, LWP-GW-1, and LWP-PoE8 in appropriate quantities. See website for LumaWatt Pro application information. 14. Only available in PRV-XL configurations C75, C100, C125, C150, or C175. 15. Not available with 347V, 480V, or HA options. Consult LumenSafe system product pages for additional details and compatability information. 16. Replace XX with paint color. 17. This tool enables adjustment to Integrated Sensor (MSP) parameters including high and low modes, sensitivity, time delay, cutoff and more. Consult your lighting representative at Eaton for more information. 18. This tool enables adjustment to Motion Sensor (MS) parameters including high and low modes, sensitivity, time delay, cutoff and more. Consult your lighting representative at Eaton for more information. 19. Requires Wavelinx-enabled 4-PIN twistlock receptacle (ZW) option. 20. Requires 7-PIN NEMA twistlock photocontrol receptacle (PER7) option. The WOLC-7 cannot be used in conjunction with other controls systems (MS, MSP, ZW or LWR). LumenSafe Integrated Network Security Camera Technology Options (Add as Suffix) Product Family Camera Type Data Backhaul L=LumenSafe Technology D=Dome Camera C=Cellular, Customer Installed SIM Card A=Cellular, Factory Installed AT&T SIM Card V=Cellular, Factory Installed Verizon SIM Card S=Cellular, Factory Installed Sprint SIM Card E=Ethernet Networking LumenSafe Technology OD Specifications and dimensions subject to change without notice. Eaton 1121 Highway 74 South Peachtree City, GA 30269 P: 770-486-4800 www.eaton.com/lighting TD500069EN September 30, 2019 9:28 AM ORDERING INFORMATION STOCK ORDERING INFORMATION page 5 Product Family 1 Light Engine Voltage Distribution Options (Add as Suffix) PRVS= Prevail C15=(1 LED) 7,100 Nominal Lumens C25=(2 LEDs) 13,100 Nominal Lumens C40=(2 LEDs) 17,100 Nominal Lumens C60=(2 LEDs) 20,000 Nominal Lumens UNV= Universal (120-277V) 347=347V 2 T3=Type III T4=Type IV MSP/DIM-L30= Integrated Sensor for Dimming Operation, Maximum 30' Mounting Height 2 PRVS-XL= Prevail C75=(4 LEDs) 26,100 Nominal Lumens C100=(4 LEDs) 31,000 Nominal Lumens C125=(4 LEDs) 36,000 Nominal Lumens C150=(6 LEDs) 41,100 Nominal Lumens C175=(6 LEDs) 48,600 Nominal Lumens NOTES: 1. All stock configurations are standard 4000K/70CRI, bronze finish, and include the standard versatile mounting arm. 2. Only available in PRVS configurations C15, C25, C40 or C60. PRV / PRV-XL PREVAIL Sample Number: PRV-XL-C75-D-UNV-T4-SA-BZ Product Family 1, 2 Light Engine 3 Driver Voltage Distribution Mounting Color PRV=Prevail C15=(1 LED) 7,100 Nominal Lumens C25=(2 LEDs) 13,100 Nominal Lumens C 40 =(2 LEDs) 17,100 Nominal Lumens C60=(2 LEDs) 20,000 Nominal Lumens D= Dimming (0-10V)UNV= Universal (120-277V) 347=347V 480=480V 4 T2=Type II T3=Type III T4 =Type IV T5=Type V SA=Standard Versatile Arm MA=Mast Arm 5 WM=Wall Mount Arm 5 AP= Grey BZ= Bronze (Standard) BK=Black DP=Dark Platinum GM=Graphite Metallic WH=White PRV-XL=Prevail XL C75=(4 LED) 26,100 Nominal Lumens C100=(4 LED) 31,000 Nominal Lumens C125=(4 LED) 36,000 Nominal Lumens C150=(6 LED) 41,100 Nominal Lumens C175=(6 LED) 48,600 Nominal Lumens Options (Add as Suffix)Accessories (Order Separately) 16 7030=70 CRI / 3000K CCT 6 7050=70 CRI / 5000K CCT 6 HSS=House Side Shield 7 L90=Optics Rotated 90° Left R90=Optics Rotated 90° Right 10K=10kV/10kA UL 1449 Fused Surge Protective Device HA=50°C High Ambient Temperature 8 PER=NEMA 3-PIN Twistlock Photocontrol Receptacle PER7=NEMA 7-PIN Twistlock Photocontrol Receptacle MSP/DIM-L12= Integrated Sensor for Dimming Operation, 8' - 12' Mounting Height 5, 9 MSP/DIM-L30= Integrated Sensor for Dimming Operation, 12' - 30' Mounting Height 5, 9 MSP-L12= Integrated Sensor ON/OFF Operation, 8' - 12' Mounting Height 5, 9 MSP-L30=Integrated Sensor ON/OFF Dimming Operation, 12' - 30' Mounting Height 5, 9 MS/DIM-L20=Motion Sensor for Dimming Operation, 9' - 20' Mounting Height 9, 10 MS/DIM-L40W=Motion Sensor for Dimming Operation, 21' - 40' Mounting Height 9, 10 MS-L20=Motion Sensor for ON/OFF Operation, 9' - 20' Mounting Height 9, 10 MS-L40W=Motion Sensor for ON/OFF Operation, 21' - 40' Mounting Height 9, 10 ZW=Wavelinx-enabled 4-PIN Twistlock Receptacle 9, 11, 12 ZW-SWPD4WH=Wavelinx Wireless Sensor, 7' - 15' Mounting Height, White 9, 11, 12 ZW-SWPD4BZ= Wavelinx Wireless Sensor, 7' - 15' Mounting Height, Bronze 9, 11, 12 ZW-SWPD5WH=Wavelinx Wireless Sensor, 15' - 40' Mounting Height, White 9, 11, 12 ZW-SWPD5BZ=Wavelinx Wireless Sensor, 15' - 40' Mounting Height, Bronze 9, 11, 12 LWR-LW=LumaWatt Pro Wireless Sensor, Wide Lens for 8' - 16' Mounting Height 9, 13 LWR-LN=LumaWatt Pro Wireless Sensor, Narrow Lens for 16' - 40' Mounting Height 9, 13 (See Table Below)= LumenSafe Integrated Network Security Camera 14, 15 PRVWM-XX=Wall Mount Kit 5 PRVMA-XX=Mast Arm Mounting Kit 5 PRVSA-XX=Standard Arm Mounting Kit 5 PRVXLSA-XX=Standard Arm Mounting Kit (for Prevail XL) 14 MA1010-XX=Single Tenon Adapter for 3-1/2" O.D. Tenon MA1011-XX=2@180° Tenon Adapter for 3-1/2" O.D. Tenon MA1017-XX=Single Tenon Adapter for 2-3/8" O.D. Tenon MA1018-XX=2@180° Tenon Adapter for 2-3/8" O.D. Tenon HS/VERD=House Side Shield 7 VGS-F/B=Vertical Glare Shield, Front/Back 7 VGS-SIDE=Vertical Glare Shield, Side 7 OA/RA1013=Photocontrol Shorting Cap OA/RA1014=NEMA Photocontrol - 120V OA/RA1016 =NEMA Photocontrol - Multi-Tap 105-285V OA/RA1201=NEMA Photocontrol - 347V OA/RA1027=NEMA Photocontrol - 480V ISHH-01=Integrated Sensor Programming Remote 17 FSIR-100=Wireless Configuration Tool for Occupancy Sensor 18 SWPD4-WH=WaveLinx Wireless Sensor, 7' - 15' Mounting Height, White 12, 19 SWPD4-BZ=WaveLinx Wireless Sensor, 7' - 15' Mounting Height, Bronze 12, 19 SWPD5-WH=WaveLinx Wireless Sensor, 15' - 40' Mounting Height, White 12, 19 SWPD5-BZ=WaveLinx Wireless Sensor, 15' - 40' Mounting Height, Bronze 12, 19 WOLC-7P-10A=WaveLinx Outdoor Control Module (7-PIN) 20 NOTES: 1. DesignLights Consortium® Qualified. Refer to www.designlights.org Qualified Products List under Family Models for details. 2. Customer is responsible for engineering analysis to confirm pole and fixture compatibility for applications. Refer to installation instructions and pole white paper WP513001EN for additional support information. 3. Standard 4000K CCT and 70CRI. 4. Only for use with 480V Wye systems. Per NEC, not for use with ungrounded systems, impedance grounded systems or corner grounded systems (commonly known as Three Phase Three Wire Delta, Three Phase High Leg Delta and Three Phase Corner Grounded Delta systems). 5. Only available in PRV configurations C15, C25, C40 or C60. 6. Use dedicated IES files on product website for non-standard CCTs. 7. Option will come factory-installed. Must order one per optic/LED when ordering as a field-installable accessory (1, 2, 4, or 6). House Side Shield not suitable with T5 distribution or C60 lumen package. 8. Not available with C60 lumen package. 9. Controls system is not available with photocontrol receptacle (PER or PER7) or other controls systems (MS, MSP, ZW or LWR). 10. Utilizes the Wattstopper sensor FSP-211. 11. Sensor passive infrared (PIR) may be overly sensitive when operating below -20°C (-4°F). 12. In order for the device to be field-configurable, requires WAC Gateway components WAC-PoE and WPOE-120 in appropriate quantities. Only compatible with WaveLinx system and software and requires system components to be installed for operation. See website for more Wavelinx application information. 13. LumaWatt Pro wireless sensors are factory installed and require network components LWP-EM-1, LWP-GW-1, and LWP-PoE8 in appropriate quantities. See website for LumaWatt Pro application information. 14. Only available in PRV-XL configurations C75, C100, C125, C150, or C175. 15. Not available with 347V, 480V, or HA options. Consult LumenSafe system product pages for additional details and compatability information. 16. Replace XX with paint color. 17. This tool enables adjustment to Integrated Sensor (MSP) parameters including high and low modes, sensitivity, time delay, cutoff and more. Consult your lighting representative at Eaton for more information. 18. This tool enables adjustment to Motion Sensor (MS) parameters including high and low modes, sensitivity, time delay, cutoff and more. Consult your lighting representative at Eaton for more information. 19. Requires Wavelinx-enabled 4-PIN twistlock receptacle (ZW) option. 20. Requires 7-PIN NEMA twistlock photocontrol receptacle (PER7) option. The WOLC-7 cannot be used in conjunction with other controls systems (MS, MSP, ZW or LWR). LumenSafe Integrated Network Security Camera Technology Options (Add as Suffix) Product Family Camera Type Data Backhaul L=LumenSafe Technology D=Dome Camera C=Cellular, Customer Installed SIM Card A=Cellular, Factory Installed AT&T SIM Card V=Cellular, Factory Installed Verizon SIM Card S=Cellular, Factory Installed Sprint SIM Card E=Ethernet Networking LumenSafe Technology OD1 Specifications and dimensions subject to change without notice. Eaton 1121 Highway 74 South Peachtree City, GA 30269 P: 770-486-4800 www.eaton.com/lighting TD500069EN September 30, 2019 9:28 AM ORDERING INFORMATION STOCK ORDERING INFORMATION page 5 Product Family 1 Light Engine Voltage Distribution Options (Add as Suffix) PRVS= Prevail C15=(1 LED) 7,100 Nominal Lumens C25=(2 LEDs) 13,100 Nominal Lumens C40=(2 LEDs) 17,100 Nominal Lumens C60=(2 LEDs) 20,000 Nominal Lumens UNV= Universal (120-277V) 347=347V 2 T3=Type III T4=Type IV MSP/DIM-L30= Integrated Sensor for Dimming Operation, Maximum 30' Mounting Height 2 PRVS-XL= Prevail C75=(4 LEDs) 26,100 Nominal Lumens C100=(4 LEDs) 31,000 Nominal Lumens C125=(4 LEDs) 36,000 Nominal Lumens C150=(6 LEDs) 41,100 Nominal Lumens C175=(6 LEDs) 48,600 Nominal Lumens NOTES: 1. All stock configurations are standard 4000K/70CRI, bronze finish, and include the standard versatile mounting arm. 2. Only available in PRVS configurations C15, C25, C40 or C60. PRV / PRV-XL PREVAIL Sample Number: PRV-XL-C75-D-UNV-T4-SA-BZ Product Family 1, 2 Light Engine 3 Driver Voltage Distribution Mounting Color PRV=Prevail C15=(1 LED) 7,100 Nominal Lumens C25=(2 LEDs) 13,100 Nominal Lumens C 40 =(2 LEDs) 17,100 Nominal Lumens C60=(2 LEDs) 20,000 Nominal Lumens D= Dimming (0-10V)UNV= Universal (120-277V) 347=347V 480=480V 4 T2=Type II T3=Type III T4 =Type IV T5=Type V SA=Standard Versatile Arm MA=Mast Arm 5 WM=Wall Mount Arm 5 AP= Grey BZ= Bronze (Standard) BK=Black DP=Dark Platinum GM=Graphite Metallic WH=White PRV-XL=Prevail XL C75=(4 LED) 26,100 Nominal Lumens C100=(4 LED) 31,000 Nominal Lumens C125=(4 LED) 36,000 Nominal Lumens C150=(6 LED) 41,100 Nominal Lumens C175=(6 LED) 48,600 Nominal Lumens Options (Add as Suffix)Accessories (Order Separately) 16 7030=70 CRI / 3000K CCT 6 7050=70 CRI / 5000K CCT 6 HSS=House Side Shield 7 L90=Optics Rotated 90° Left R90=Optics Rotated 90° Right 10K=10kV/10kA UL 1449 Fused Surge Protective Device HA=50°C High Ambient Temperature 8 PER=NEMA 3-PIN Twistlock Photocontrol Receptacle PER7=NEMA 7-PIN Twistlock Photocontrol Receptacle MSP/DIM-L12= Integrated Sensor for Dimming Operation, 8' - 12' Mounting Height 5, 9 MSP/DIM-L30= Integrated Sensor for Dimming Operation, 12' - 30' Mounting Height 5, 9 MSP-L12= Integrated Sensor ON/OFF Operation, 8' - 12' Mounting Height 5, 9 MSP-L30=Integrated Sensor ON/OFF Dimming Operation, 12' - 30' Mounting Height 5, 9 MS/DIM-L20=Motion Sensor for Dimming Operation, 9' - 20' Mounting Height 9, 10 MS/DIM-L40W=Motion Sensor for Dimming Operation, 21' - 40' Mounting Height 9, 10 MS-L20=Motion Sensor for ON/OFF Operation, 9' - 20' Mounting Height 9, 10 MS-L40W=Motion Sensor for ON/OFF Operation, 21' - 40' Mounting Height 9, 10 ZW=Wavelinx-enabled 4-PIN Twistlock Receptacle 9, 11, 12 ZW-SWPD4WH=Wavelinx Wireless Sensor, 7' - 15' Mounting Height, White 9, 11, 12 ZW-SWPD4BZ= Wavelinx Wireless Sensor, 7' - 15' Mounting Height, Bronze 9, 11, 12 ZW-SWPD5WH=Wavelinx Wireless Sensor, 15' - 40' Mounting Height, White 9, 11, 12 ZW-SWPD5BZ=Wavelinx Wireless Sensor, 15' - 40' Mounting Height, Bronze 9, 11, 12 LWR-LW=LumaWatt Pro Wireless Sensor, Wide Lens for 8' - 16' Mounting Height 9, 13 LWR-LN=LumaWatt Pro Wireless Sensor, Narrow Lens for 16' - 40' Mounting Height 9, 13 (See Table Below)= LumenSafe Integrated Network Security Camera 14, 15 PRVWM-XX=Wall Mount Kit 5 PRVMA-XX=Mast Arm Mounting Kit 5 PRVSA-XX=Standard Arm Mounting Kit 5 PRVXLSA-XX=Standard Arm Mounting Kit (for Prevail XL) 14 MA1010-XX=Single Tenon Adapter for 3-1/2" O.D. Tenon MA1011-XX=2@180° Tenon Adapter for 3-1/2" O.D. Tenon MA1017-XX=Single Tenon Adapter for 2-3/8" O.D. Tenon MA1018-XX=2@180° Tenon Adapter for 2-3/8" O.D. Tenon HS/VERD=House Side Shield 7 VGS-F/B=Vertical Glare Shield, Front/Back 7 VGS-SIDE=Vertical Glare Shield, Side 7 OA/RA1013=Photocontrol Shorting Cap OA/RA1014=NEMA Photocontrol - 120V OA/RA1016 =NEMA Photocontrol - Multi-Tap 105-285V OA/RA1201=NEMA Photocontrol - 347V OA/RA1027=NEMA Photocontrol - 480V ISHH-01=Integrated Sensor Programming Remote 17 FSIR-100=Wireless Configuration Tool for Occupancy Sensor 18 SWPD4-WH=WaveLinx Wireless Sensor, 7' - 15' Mounting Height, White 12, 19 SWPD4-BZ=WaveLinx Wireless Sensor, 7' - 15' Mounting Height, Bronze 12, 19 SWPD5-WH=WaveLinx Wireless Sensor, 15' - 40' Mounting Height, White 12, 19 SWPD5-BZ=WaveLinx Wireless Sensor, 15' - 40' Mounting Height, Bronze 12, 19 WOLC-7P-10A=WaveLinx Outdoor Control Module (7-PIN) 20 NOTES: 1. DesignLights Consortium® Qualified. Refer to www.designlights.org Qualified Products List under Family Models for details. 2. Customer is responsible for engineering analysis to confirm pole and fixture compatibility for applications. Refer to installation instructions and pole white paper WP513001EN for additional support information. 3. Standard 4000K CCT and 70CRI. 4. Only for use with 480V Wye systems. Per NEC, not for use with ungrounded systems, impedance grounded systems or corner grounded systems (commonly known as Three Phase Three Wire Delta, Three Phase High Leg Delta and Three Phase Corner Grounded Delta systems). 5. Only available in PRV configurations C15, C25, C40 or C60. 6. Use dedicated IES files on product website for non-standard CCTs. 7. Option will come factory-installed. Must order one per optic/LED when ordering as a field-installable accessory (1, 2, 4, or 6). House Side Shield not suitable with T5 distribution or C60 lumen package. 8. Not available with C60 lumen package. 9. Controls system is not available with photocontrol receptacle (PER or PER7) or other controls systems (MS, MSP, ZW or LWR). 10. Utilizes the Wattstopper sensor FSP-211. 11. Sensor passive infrared (PIR) may be overly sensitive when operating below -20°C (-4°F). 12. In order for the device to be field-configurable, requires WAC Gateway components WAC-PoE and WPOE-120 in appropriate quantities. Only compatible with WaveLinx system and software and requires system components to be installed for operation. See website for more Wavelinx application information. 13. LumaWatt Pro wireless sensors are factory installed and require network components LWP-EM-1, LWP-GW-1, and LWP-PoE8 in appropriate quantities. See website for LumaWatt Pro application information. 14. Only available in PRV-XL configurations C75, C100, C125, C150, or C175. 15. Not available with 347V, 480V, or HA options. Consult LumenSafe system product pages for additional details and compatability information. 16. Replace XX with paint color. 17. This tool enables adjustment to Integrated Sensor (MSP) parameters including high and low modes, sensitivity, time delay, cutoff and more. Consult your lighting representative at Eaton for more information. 18. This tool enables adjustment to Motion Sensor (MS) parameters including high and low modes, sensitivity, time delay, cutoff and more. Consult your lighting representative at Eaton for more information. 19. Requires Wavelinx-enabled 4-PIN twistlock receptacle (ZW) option. 20. Requires 7-PIN NEMA twistlock photocontrol receptacle (PER7) option. The WOLC-7 cannot be used in conjunction with other controls systems (MS, MSP, ZW or LWR). LumenSafe Integrated Network Security Camera Technology Options (Add as Suffix) Product Family Camera Type Data Backhaul L=LumenSafe Technology D=Dome Camera C=Cellular, Customer Installed SIM Card A=Cellular, Factory Installed AT&T SIM Card V=Cellular, Factory Installed Verizon SIM Card S=Cellular, Factory Installed Sprint SIM Card E=Ethernet Networking LumenSafe Technology OD2 2 Specifications and dimensions subject to change without notice. Eaton 1121 Highway 74 South Peachtree City, GA 30269 P: 770-486-4800 www.eaton.com/lighting TD500069EN September 30, 2019 9:28 AM ORDERING INFORMATION STOCK ORDERING INFORMATION page 5 Product Family 1 Light Engine Voltage Distribution Options (Add as Suffix) PRVS= Prevail C15=(1 LED) 7,100 Nominal Lumens C25=(2 LEDs) 13,100 Nominal Lumens C40=(2 LEDs) 17,100 Nominal Lumens C60=(2 LEDs) 20,000 Nominal Lumens UNV= Universal (120-277V) 347=347V 2 T3=Type III T4=Type IV MSP/DIM-L30= Integrated Sensor for Dimming Operation, Maximum 30' Mounting Height 2 PRVS-XL= Prevail C75=(4 LEDs) 26,100 Nominal Lumens C100=(4 LEDs) 31,000 Nominal Lumens C125=(4 LEDs) 36,000 Nominal Lumens C150=(6 LEDs) 41,100 Nominal Lumens C175=(6 LEDs) 48,600 Nominal Lumens NOTES: 1. All stock configurations are standard 4000K/70CRI, bronze finish, and include the standard versatile mounting arm. 2. Only available in PRVS configurations C15, C25, C40 or C60. PRV / PRV-XL PREVAIL Sample Number: PRV-XL-C75-D-UNV-T4-SA-BZ Product Family 1, 2 Light Engine 3 Driver Voltage Distribution Mounting Color PRV=Prevail C15=(1 LED) 7,100 Nominal Lumens C25=(2 LEDs) 13,100 Nominal Lumens C 40 =(2 LEDs) 17,100 Nominal Lumens C60=(2 LEDs) 20,000 Nominal Lumens D= Dimming (0-10V)UNV= Universal (120-277V) 347=347V 480=480V 4 T2=Type II T3=Type III T4 =Type IV T5=Type V SA=Standard Versatile Arm MA=Mast Arm 5 WM=Wall Mount Arm 5 AP= Grey BZ= Bronze (Standard) BK=Black DP=Dark Platinum GM=Graphite Metallic WH=White PRV-XL=Prevail XL C75=(4 LED) 26,100 Nominal Lumens C100=(4 LED) 31,000 Nominal Lumens C125=(4 LED) 36,000 Nominal Lumens C150=(6 LED) 41,100 Nominal Lumens C175=(6 LED) 48,600 Nominal Lumens Options (Add as Suffix)Accessories (Order Separately) 16 7030=70 CRI / 3000K CCT 6 7050=70 CRI / 5000K CCT 6 HSS=House Side Shield 7 L90=Optics Rotated 90° Left R90=Optics Rotated 90° Right 10K=10kV/10kA UL 1449 Fused Surge Protective Device HA=50°C High Ambient Temperature 8 PER=NEMA 3-PIN Twistlock Photocontrol Receptacle PER7=NEMA 7-PIN Twistlock Photocontrol Receptacle MSP/DIM-L12= Integrated Sensor for Dimming Operation, 8' - 12' Mounting Height 5, 9 MSP/DIM-L30= Integrated Sensor for Dimming Operation, 12' - 30' Mounting Height 5, 9 MSP-L12= Integrated Sensor ON/OFF Operation, 8' - 12' Mounting Height 5, 9 MSP-L30=Integrated Sensor ON/OFF Dimming Operation, 12' - 30' Mounting Height 5, 9 MS/DIM-L20=Motion Sensor for Dimming Operation, 9' - 20' Mounting Height 9, 10 MS/DIM-L40W=Motion Sensor for Dimming Operation, 21' - 40' Mounting Height 9, 10 MS-L20=Motion Sensor for ON/OFF Operation, 9' - 20' Mounting Height 9, 10 MS-L40W=Motion Sensor for ON/OFF Operation, 21' - 40' Mounting Height 9, 10 ZW=Wavelinx-enabled 4-PIN Twistlock Receptacle 9, 11, 12 ZW-SWPD4WH=Wavelinx Wireless Sensor, 7' - 15' Mounting Height, White 9, 11, 12 ZW-SWPD4BZ= Wavelinx Wireless Sensor, 7' - 15' Mounting Height, Bronze 9, 11, 12 ZW-SWPD5WH=Wavelinx Wireless Sensor, 15' - 40' Mounting Height, White 9, 11, 12 ZW-SWPD5BZ=Wavelinx Wireless Sensor, 15' - 40' Mounting Height, Bronze 9, 11, 12 LWR-LW=LumaWatt Pro Wireless Sensor, Wide Lens for 8' - 16' Mounting Height 9, 13 LWR-LN=LumaWatt Pro Wireless Sensor, Narrow Lens for 16' - 40' Mounting Height 9, 13 (See Table Below)= LumenSafe Integrated Network Security Camera 14, 15 PRVWM-XX=Wall Mount Kit 5 PRVMA-XX=Mast Arm Mounting Kit 5 PRVSA-XX=Standard Arm Mounting Kit 5 PRVXLSA-XX=Standard Arm Mounting Kit (for Prevail XL) 14 MA1010-XX=Single Tenon Adapter for 3-1/2" O.D. Tenon MA1011-XX=2@180° Tenon Adapter for 3-1/2" O.D. Tenon MA1017-XX=Single Tenon Adapter for 2-3/8" O.D. Tenon MA1018-XX=2@180° Tenon Adapter for 2-3/8" O.D. Tenon HS/VERD=House Side Shield 7 VGS-F/B=Vertical Glare Shield, Front/Back 7 VGS-SIDE=Vertical Glare Shield, Side 7 OA/RA1013=Photocontrol Shorting Cap OA/RA1014=NEMA Photocontrol - 120V OA/RA1016 =NEMA Photocontrol - Multi-Tap 105-285V OA/RA1201=NEMA Photocontrol - 347V OA/RA1027=NEMA Photocontrol - 480V ISHH-01=Integrated Sensor Programming Remote 17 FSIR-100=Wireless Configuration Tool for Occupancy Sensor 18 SWPD4-WH=WaveLinx Wireless Sensor, 7' - 15' Mounting Height, White 12, 19 SWPD4-BZ=WaveLinx Wireless Sensor, 7' - 15' Mounting Height, Bronze 12, 19 SWPD5-WH=WaveLinx Wireless Sensor, 15' - 40' Mounting Height, White 12, 19 SWPD5-BZ=WaveLinx Wireless Sensor, 15' - 40' Mounting Height, Bronze 12, 19 WOLC-7P-10A=WaveLinx Outdoor Control Module (7-PIN) 20 NOTES: 1. DesignLights Consortium® Qualified. Refer to www.designlights.org Qualified Products List under Family Models for details. 2. Customer is responsible for engineering analysis to confirm pole and fixture compatibility for applications. Refer to installation instructions and pole white paper WP513001EN for additional support information. 3. Standard 4000K CCT and 70CRI. 4. Only for use with 480V Wye systems. Per NEC, not for use with ungrounded systems, impedance grounded systems or corner grounded systems (commonly known as Three Phase Three Wire Delta, Three Phase High Leg Delta and Three Phase Corner Grounded Delta systems). 5. Only available in PRV configurations C15, C25, C40 or C60. 6. Use dedicated IES files on product website for non-standard CCTs. 7. Option will come factory-installed. Must order one per optic/LED when ordering as a field-installable accessory (1, 2, 4, or 6). House Side Shield not suitable with T5 distribution or C60 lumen package. 8. Not available with C60 lumen package. 9. Controls system is not available with photocontrol receptacle (PER or PER7) or other controls systems (MS, MSP, ZW or LWR). 10. Utilizes the Wattstopper sensor FSP-211. 11. Sensor passive infrared (PIR) may be overly sensitive when operating below -20°C (-4°F). 12. In order for the device to be field-configurable, requires WAC Gateway components WAC-PoE and WPOE-120 in appropriate quantities. Only compatible with WaveLinx system and software and requires system components to be installed for operation. See website for more Wavelinx application information. 13. LumaWatt Pro wireless sensors are factory installed and require network components LWP-EM-1, LWP-GW-1, and LWP-PoE8 in appropriate quantities. See website for LumaWatt Pro application information. 14. Only available in PRV-XL configurations C75, C100, C125, C150, or C175. 15. Not available with 347V, 480V, or HA options. Consult LumenSafe system product pages for additional details and compatability information. 16. Replace XX with paint color. 17. This tool enables adjustment to Integrated Sensor (MSP) parameters including high and low modes, sensitivity, time delay, cutoff and more. Consult your lighting representative at Eaton for more information. 18. This tool enables adjustment to Motion Sensor (MS) parameters including high and low modes, sensitivity, time delay, cutoff and more. Consult your lighting representative at Eaton for more information. 19. Requires Wavelinx-enabled 4-PIN twistlock receptacle (ZW) option. 20. Requires 7-PIN NEMA twistlock photocontrol receptacle (PER7) option. The WOLC-7 cannot be used in conjunction with other controls systems (MS, MSP, ZW or LWR). LumenSafe Integrated Network Security Camera Technology Options (Add as Suffix) Product Family Camera Type Data Backhaul L=LumenSafe Technology D=Dome Camera C=Cellular, Customer Installed SIM Card A=Cellular, Factory Installed AT&T SIM Card V=Cellular, Factory Installed Verizon SIM Card S=Cellular, Factory Installed Sprint SIM Card E=Ethernet Networking LumenSafe Technology OD3 2 4/29/2019 KW Industries submittal.info/LightingStandards.asp?Serie=SSP&Print=Yes 1/4 SSP Square Non-Tapered Steel Poles Pole Shaft The pole shaft is one piece construction, being fabricated from a weldable grade carbon steel structural tubing which has a uniform wall thickness of 11 gauge (0.1196"), 7 gauge (0.1793"), or 3 gauge (0.2391"). The pole shaft material shall conform to ASTM A500 Grade C with a minimum yield strength of 50,000 psi. The pole shaft has a full length longitudinal resistance weld and is uniformly square in cross-section with flat sides, small corner radii and excellent torsional properties. Base Plate The anchor base is fabricated from structural quality hot rolled carbon steel plate that meets or exceeds a minimum yield strength of 36,000 psi. The anchor base telescopes the pole shaft and is circumferentially welded top and bottom. All welds are performed in accordance with the American Welding Society specification AWS D1.1, latest edition. Anchor Bolts Anchor bolts are fabricated from commercial quality hot rolled carbon steel bar that meets or exceeds a minimum yield strength of 55,000 psi. Four properly sized anchor bolts, each with two regular hex nuts and washers, are furnished and shipped with all poles unless otherwise specified. Anchor bolts shall have the threaded end galvanized a minimum of 8 inches in accordance with ASTM A153. Fully galvanized anchor bolts are available upon request. Handhole An oval reinforced gasketed handhole, having a nominal 3" x 5" or 4" x 6-1/2" inside opening, located 1'-6" above base, is standard on all poles. Optional 5" x 8" and 4" x 10" handholes are available (see options). A grounding provision is located inside the handhole ring. Finishes The Standard Finish is a polyester thermosetting powder coating applied to the surface of the substrate to a minimum of 3 mils for all color finishes. Hot dip Galvanized finish to a ASTM A123 specification or primed finish is also available. For optional finishes, see K-KLAD and K-KLAD Over Galvanizing. HOW TO ORDER When ordering KW lighting standards, mounting adaptors and accessories, be sure to specify the complete catalog number. Our catalog numbers reflect the precise specifications of the item ordered to ensure our customers will receive the product which meets their exact requirements. The following explanation of the catalog numbers will be helpful in placing orders: CATALOG LOGIC - ORDERING SAMPLE Catalog Number Nominal Height Pole Shaft Gauge Handhole Size Anchor Bolt Bolt Circle 80 MPH 90 MPH 100 MPH Ship WT. SSP10-4.0-11 10 4.0 x 10.0 11 3 x 5 0.75 x 17 x 3 8 42.1 33.5 27.1 87 SSP10-4.0-7 10 4.0 x 10.0 7 3 x 5 0.75 x 30 x 3 8 55 44 35.5 130 SSP10-5.0-11 10 5.0 x 10.0 11 3 x 5 1.00 x 36 x 4 11 58 44 34 151 SSP12-4.0-11 12 4.0 x 12.0 11 3 x 5 0.75 x 17 x 3 8 33.7 26.7 21.4 100 SSP12-4.0-7 12 4.0 x 12.0 7 3 x 5 0.75 x 30 x 3 8 47.5 37.3 29.8 150 SSP12-5.0-11 12 5.0 x 12.0 11 3 x 5 1.00 x 36 x 4 11 49 38 29 168 SSP14-4.0-11 14 4.0 x 14.0 11 3 x 5 0.75 x 17 x 3 8 27.4 21.5 17.1 113 SSP14-4.0-7 14 4.0 x 14.0 7 3 x 5 0.75 x 30 x 3 8 40 31 24.5 170 4/29/2019 KW Industries submittal.info/LightingStandards.asp?Serie=SSP&Print=Yes 2/4 SSP14-5.0-11 14 5.0 x 14.0 11 3 x 5 1.00 x 36 x 4 11 40 30 23 184 SSP14-5.0-7 14 5.0 x 14.0 7 3 x 5 1.00 x 36 x 4 11 65 52 41.5 242 SSP15-4.0-11 15 4.0 x 15.0 11 3 x 5 0.75 x 17 x 3 8 20.7 16.1 12.6 119 SSP15-4.0-7 15 4.0 x 15.0 7 3 x 5 0.75 x 30 x 3 8 30.9 24.4 19.6 172 SSP15-5.0-11 15 5.0 x 15.0 11 3 x 5 1.00 x 36 x 4 11 36 27.5 21 192 SSP15-5.0-7 15 5.0 x 15.0 7 3 x 5 1.00 x 36 x 4 11 59 46.5 37 254 SSP16-4.0-11 16 4.0 x 16.0 11 3 x 5 0.75 x 17 x 3 8 18.7 14.4 11.2 125 SSP16-4.0-7 16 4.0 x 16.0 7 3 x 5 0.75 x 30 x 3 8 27.2 20.7 16 210 SSP16-5.0-11 16 5.0 x 16.0 11 3 x 5 1.00 x 36 x 4 11 33.5 25 18 201 SSP16-5.0-7 16 5.0 x 16.0 7 3 x 5 1.00 x 36 x 4 11 54 43 34 266 SSP18-4.0-11 18 4.0 x 18.0 11 3 x 5 0.75 x 17 x 3 8 15.2 11.5 8.7 138 SSP18-4.0-7 18 4.0 x 18.0 7 3 x 5 0.75 x 30 x 3 8 27.2 20.7 16 210 SSP18-5.0-11 18 5.0 x 18.0 11 3 x 5 1.00 x 36 x 4 11 27 19.5 15 218 SSP18-5.0-7 18 5.0 x 18.0 7 3 x 5 1.00 x 36 x 4 11 46 36 28 291 SSP20-4.0-11 20 4.0 x 20.0 11 3 x 5 0.75 x 17 x 3 8 12.3 9 6.5 151 SSP20-4.0-7 20 4.0 x 20.0 7 3 x 5 0.75 x 30 x 3 8 19.6 15 11.5 219 SSP20-5.0-11 20 5.0 x 20.0 11 3 x 5 1.00 x 36 x 4 11 22.2 16.8 12.6 235 SSP20-5.0-7 20 5.0 x 20.0 7 3 x 5 1.00 x 36 x 4 11 35.4 27.5 21.5 313 SSP20-6.0-7 20 6.0 x 20.0 7 3 x 5 1.00 x 36 x 4 11.5 56 42.5 33.5 368 SSP22-4.0-11 22 4.0 x 22.0 11 3 x 5 0.75 x 17 x 3 8 6.9 4.3 2.3 182 SSP22-4.0-7 22 4.0 x 22.0 7 3 x 5 0.75 x 30 x 3 8 12.2 8.7 6 266 SSP22-5.0-11 22 5.0 x 22.0 11 3 x 5 1.00 x 36 x 4 11 18.5 13.6 9.8 252 SSP22-5.0-7 22 5.0 x 22.0 7 3 x 5 1.00 x 36 x 4 11 30.2 23.2 17.8 337 SSP22-6.0-7 22 6.0 x 22.0 7 3 x 5 1.00 x 36 x 4 11.5 49 37.5 28 398 SSP24-4.0-7 24 4.0 x 24.0 7 3 x 5 0.75 x 30 x 3 8 12.2 8.7 6 266 SSP24-5.0-11 24 5.0 x 24.0 11 3 x 5 1.00 x 36 x 4 11 15.2 10.8 7.4 268 SSP24-5.0-7 24 5.0 x 24.0 7 3 x 5 1.00 x 36 x 4 11 25.8 19.4 14.6 361 SSP24-6.0-7 24 6.0 x 24.0 7 3 x 5 1.00 x 36 x 4 11.5 42 31.5 23 428 SSP25-4.0-11 25 4.0 x 25.0 11 3 x 5 0.75 x 17 x 3 8 6.9 4.3 2.3 182 SSP25-4.0-7 25 4.0 x 25.0 7 3 x 5 0.75 x 30 x 3 8 12.2 8.7 6 266 SSP25-5.0-11 25 5.0 x 25.0 11 3 x 5 1.00 x 36 x 4 11 13.8 9.5 6.3 276 SSP25-5.0-7 25 5.0 x 25.0 7 3 x 5 1.00 x 36 x 4 11 23.8 17.7 13.1 373 SSP25-6.0-7 25 6.0 x 25.0 7 3 x 5 1.00 x 36 x 4 11.5 39 28.5 21 443 SSP26-4.0-7 26 4.0 x 26.0 7 3 x 5 0.75 x 30 x 3 8 6.9 4 1 312 SSP26-5.0-11 26 5.0 x 26.0 11 3 x 5 1.00 x 36 x 4 11 12.4 8.3 5.2 284 SSP26-5.0-7 26 5.0 x 26.0 7 3 x 5 1.00 x 36 x 4 11 21.9 16.1 11.8 384 SSP26-6.0-7 26 6.0 x 26.0 7 3 x 5 1.00 x 36 x 4 11.5 35.5 25.5 18.5 457 SSP28-4.0-7 28 4.0 x 28.0 7 3 x 5 0.75 x 30 x 3 8 6.9 4 1 312 SSP28-5.0-11 28 5.0 x 28.0 11 3 x 5 1.00 x 36 x 4 11 9.8 6.1 3.2 300 SSP28-5.0-7 28 5.0 x 28.0 7 3 x 5 1.00 x 36 x 4 11 18.4 13.2 9.2 408 SSP28-6.0-7 28 6.0 x 28.0 7 3 x 5 1.00 x 36 x 4 11.5 30 21.5 15 487 SSP30-4.0-7 30 4.0 x 30.0 7 3 x 5 0.75 x 30 x 3 8 6.9 4 1 312 SSP30-5.0-11 30 5.0 x 30.0 11 3 x 5 1.00 x 36 x 4 11 6.5 3.5 1.2 315 SSP30-5.0-7 30 5.0 x 30.0 7 3 x 5 1.00 x 36 x 4 11 13.4 9.1 5.9 432 SSP30-6.0-7 30 6.0 x 30.0 7 3 x 5 1.00 x 36 x 4 11.5 27.5 19.9 14.1 512 SSP30-6.0-3 30 6.0 x 30.0 3 3 x 5 1.00 x 36 x 4 12 34.3 25.3 18.5 645 SSP35-5.0-7 35 5.0 x 35.0 7 3 x 5 1.00 x 36 x 4 11 7.2 3.7 1 491 SSP35-6.0-7 35 6.0 x 35.0 7 3 x 5 1.00 x 36 x 4 11.5 15 9.5 5.3 584 SSP35-6.0-3 35 6.0 x 35.0 3 3 x 5 1.00 x 36 x 4 12 19.7 13.2 8.2 739 SSP39-6.0-7 39 6.0 x 39.0 7 3 x 5 1.00 x 36 x 4 11.5 9.2 4.3 0.6 642 SSP39-6.0-3 39 6.0 x 39.0 3 3 x 5 1.00 x 36 x 4 12 13 7.4 3.1 814 FINISHES Standard BRZ Bronze BLK Black GRY Gray GRN Green WHT White P Primed NA Natural Aluminum Galvanized G Galvanized K-KLAD K813 Bronze K821 Black K841 Gray K891 Green K881 White K845 Natural Aluminum K-KLAD Over Galvanizing KZ13 Bronze KZ21 Black KZ41 Gray KZ91 Green KZ81 White KZ45 Natural Aluminum SSP25-4.0-11 25 4.0 x 25.0 11 3 x 5 0.75 x 17 x 3 8 6.9 4.3 2.3 182 SSP25-4.0-7 25 4.0 x 25.0 7 3 x 5 0.75 x 30 x 3 8 12.2 8.7 6 266 BRZ Bronze 4/29/2019 KW Industries submittal.info/LightingStandards.asp?Serie=SSP&Print=Yes 3/4 1 YEAR WARRANTY 5 YEAR WARRANTY 10 YEAR WARRANTY MOUNTING DESIGNATIONS Tenon Mount 2 2 3/8'' x 4'' TENON 3 2 7/8'' x 4'' TENON 3.5 3 1/2'' x 6'' TENON 4 4'' x 6'' TENON Drill Mount DM10 Drilled for 1 Luminaire DM2090 Drilled for 2 Luminaires @ 90º DM2180 Drilled for 2 Luminaires @ 180º DM3090 Drilled for 3 Luminaires @ 90º DM4090 Drilled for 4 Luminaires @ 90º Open Mount OT Open Top OTC Open Top includes Pole Cap Gain Mount 1GSS4 (1) CXA 2GSS4 (2) CXA's located on the Same Side 3GSS4 (3) CXA's located on the Same Side 4GSS4 (4) CXA's located on the Same Side 2GBB4 (2) CXA's located Back to Back 4GBB4 (4) CXA's located Back to Back 1GSS9 (1) CXASQ 2GSS9 (2) CXASQ's located on the Same Side 3GSS9 (3) CXASQ's located on the Same Side 4GSS9 (4) CXASQ's located on the Same Side 2GBB9 (2) CXASQ's located Back to Back 4GBB9 (4) CXASQ's located Back to Back OPTIONS There are numerous options that can be ordered. Please indicate these selections under the options column in the catalog number. Example: CPL-WPR2-BC. Accessories BC Base Cover CPL Threaded Coupling* NPL Threaded Nipple* WPRP Festoon Opening** LAB Less Anchor Bolt VDI Vibration Damper Internal Optional Handholes 58HH 5'' x 8'' Handhole* 410HH 4'' x 10'' Handhole* Extra Handholes XHH Extra Handhole* Embedment Pole Options E Embedded Pole GS Ground Sleeve CTE Coal Tar Epoxy For Embedment Poles: Recommended Mounting Height Recommended Embedment Depth Less than 20' 4' 20' - 33' 6' Greater than 33' 7' Greater embedment depths are available upon request. Embedment poles greater than 35' are not available. Additional Simplex 1S 1 @ 0º * 2S 2 @ 180º * 3S 3 @ 90º * 4S 4 @ 90º * BC Base Cover Drill Mount 4/29/2019 KW Industries submittal.info/LightingStandards.asp?Serie=SSP&Print=Yes 4/4 * Please advise size, location, and orientation. (Handholes are restricted by size of pole shaft diameter) ** Located 24" above baseplate and same side as handhole. (No electrical included) PACKAGING Immediately after coating, the lighting standard including the baseplate shall be wrapped in heavy corrugation specially designed and sized to achieve maximum protection in transit. KW Industries, Inc. coating process system and stringent quality control procedures provide our customer the finest quality lighting standards in the industry. ORDERING INFORMATION ORDERING EXAMPLE: LNC-9LU-5K-3-1-PC1 SERIES LNC LNC zero uplight NUMBER OF LEDS/SOURCE/VOLTAGE 5LU3 5 LEDs, Universal voltage 120-277V 7LU3 7 LEDs, Universal voltage 120-277V 9LU3 9 LEDs, Universal voltage 120-277V CCT 3K 3000K nominal, 70 CRI 4K 4000K nominal, 70 CRI 5K3 5000K nominal AM2 Amber (590 μm available for “Turtle Friendly”/ observatory appli- cations, 350 mA (consult factory) IES DISTRIBUTION 2 Type II 33 Type III 43 Type IV OPTIONS PC(X)1 Button photocontrol, replace X with voltage, specify 1-120V, 2-208V, 3-240V, 4-277V LNC FINISH 1 Bronze 2 Black 3 Gray 4 White 5 Platinum LNC SERIES A B C D 4.81” 1.55” 8.22” 5.25” (122 mm) (39 mm) (209 mm) (133 mm) Intended Use: The compact LED LNC is designed for entry/pe- rimeter illumination for safety, security and identity. Typical mounting height is up to 12 feet with 40ft fixture spacing (without acrylic diffuser) and 30ft spacing with acrylic diffuser installed. Photocontrol option is available to provide dusk-to-dawn control for additional energy savings. Construction: Decorative die-cast aluminum housing and door. Rugged design protects internal components and provides excellent thermal management for long life – 60,000 hours minimum LED life at L96 rating per IESNA TM-21-11. Powder paint finishes provide lasting appearance in outdoor environments. Optics/Electrical LED: Drivers are 120-277V, 50/60Hz Type II, III and Type IV lenses provide wide lateral spread. 0-10V dimming 120-277V only. • LNC5L – 5 LEDs, Types II, III or IV available, see page 2 for electrical details • LNC7L – 7 LEDs, Type II, III or IV available, see page 2 for electrical details • LNC9L – 9 LEDs, Types II, III or IV available, see page 2 for electrical details • 3000K - 80 CRI, 4000K - 70 CRI, and 5000K - 70 CRI, CCT nominal • Minimum operating temperature is -40˚C/-40˚F • Drivers have greater than .90 power factor and less than 20% Total Harmonic Distortion Lenses: Full cut-off distribution; Ambient diffuser included, use for applications near enterances or locations where reduced brightness is desired. Installation: Quick mount adapter provides quick installation, designed for recessed box 4” square junction box. Listings: Listed and labeled to UL 1598 for wet locations, 25˚ C ambient environments. Some models meet DesignLights Consortium (DLC) qualifications, consult DLC website for more details: http://www.designlights.org/QPL • IES Progress Award Winner - 2012 Warranty: Five year limited warranty (for more information visit: http://www.hubbelloutdoor.com/resources/ warranty/ B C D A LNC-5L LNC-7L LNC-9L With diffuser 1 When PC is ordered, input must match PC voltage 2 Amber LEDs only available on 7LU and 9LU configurations, 350 mA only 3 DesignLights Consortium (DLC) qualified 5/7/9 models 5K only: LNC-9LU-5K-4, LNC-9LU-5K-3, LNC-7LU-5K-4, LNC-7LU-5K-3, LNC-5LU-5K LED Product Partner CERTIFICATIONS/LISTINGS DIMENSIONS PRODUCT IMAGE(S)SPECIFICATIONS Hubbell Outdoor Lighting • 701 Millennium Boulevard • Greenville, SC 29607 • Phone: 864-678-1000 Due to our continued efforts to improve our products, product specifications are subject to change without notice. © 2016 HUBBELL OUTDOOR LIGHTING, All Rights Reserved • For more information visit our website: www.hubbelloutdoor.com • Printed in USA LAREDOLNC-SPEC 8/16 Catalog Number G.W(kg)/ CTN Carton Dimensions Carton Qty. per Master Pack Length Inch (cm) Width Inch (cm) Height Inch (cm) LNC-5LU 9.6 (4.36) 14.5 (37) 9.6 (24.5) 6.8 (17.5) 2 LNC-7LU 9.6 (4.36) 14.5 (37) 9.6 (24.5) 6.8 (17.5) 2 LNC-9LU 9.6 (4.36) 14.5 (37) 9.6 (24.5) 6.8 (17.5) 2 SHIPPING INFORMATION Cat.# Approvals Job Type *3000K and warmer CCTs only OK FLL LED FLOODLIGHT ORDERING INFORMATION - STOCK VERSION PRODUCT IMAGE(S)SPECIFICATIONS CERTIFICATIONS/LISTINGS Intended Use: Large LED flood with beam distribution for lighting applications such as safety/security, facade, area, or signs Construction: • Corrosion resistant, rugged die-cast aluminum housing with powder coat paint finish • Tempered glass lens protects LEDs and allows for cleaning/debris removal • Vented housing isolates LED module from driver, maximizing product life and performance • Visor, louver and vandal accessories available LED: • 28 high power LED’s (Stock/MTO) • 42 high power LED’s (MTO) • 140 high power LED’s (Stock) • Ambient operating temperature -35°C to 40°C • Stock Versions: 4000K and 5000K CCT • MTO Versions: 3000K nominal with 80 CRI, 4000K and 5000K CCT nominal with 70 CRI Optical/Electrical: • Variety of NEMA distributions - N (3x3), M (4x4), RM (5x4) and W (6x6) - for wide range of lighting applications; Stock version Wide (6x6) only • 120-277V operation, 50/60Hz, 95W, 1050mA, 100 LPW (Stock/MTO - 28LED) • 120-277V operation, 50/60Hz, 150W, 158mA, 98 LPW (Stock only - 140LED) Optical/Electrical (Cont.) • 120-277V, 347V, and 480V operation, 50/60Hz, 95W, 700mA, up to 119 LPW (MTO only - 42LED) • IP65 fixture, Driver IP66 and RoHS compliant • 10KV surge protector comes standard • 0-10V dimming driver standard, continuous dimming option to have leads pulled out for easy connection Installation: • Knuckle mount 15’ aiming angle increments for precise aiming and control, fits 2-3/8” tenons or pipes • Heavy duty steel yoke with adjustable stainless steel hardware, mounting holes for one center - 3/4” bolt or two side - 3/8” bolts •3’ SEOOW cord with yoke mount Listings: • IP65, Listed to UL1598 for use in wet locations. • DLC Qualified (4000K and 5000K models only); Consult DLC website for more details: https://www.designlights.org/QPL • EPA = 1.0ft2 Warranty: For more information visit: http://www.hubbelllighting.com/resources/warranty/ Hubbell Outdoor Lighting • 701 Millennium Boulevard • Greenville, SC 29607 • Phone: 864-678-1000 Due to our continued efforts to improve our products, product specifications are subject to change without notice. © 2017 HUBBELL OUTDOOR LIGHTING, All Rights Reserved • For more information visit our website: www.hubbelloutdoor.com • Printed in USA FLL-SPEC JUNE 22, 2017 11:15 AM SHIPPING INFORMATION Cat.# Approvals Job Type Catalog Number G.W(kg)/CTN Carton Dimensions Length Inch (cm) Width Inch (cm) Height Inch (cm) FLL (Single Carton)25 (12.3) lbs 17.72" (45) 13.0" (33) 10.00" (25.5)IP65 Carton dimensions for shipping purposes only Yoke Knuckle Catalog Number Mount Max Candle Power Beam Pattern Wattage # Drivers/ Current Voltage Color Temperature/ CRI Lumens LPW Weight lbs. (kg)Finish FLL-95-Y Yoke 7789 Wide 98w 1@1050mA 120-277V 5000K/70 10536 108 20 (9.0) Bronze FLL-28L4K Yoke 7560 Wide 98w 1@1050mA 120-277V 4000K/70 10291 105 20 (9.0) FLL-150-4K-U-Y Yoke 5627 Wide 150w 1@158mA 120-277V 4000K/80 14665 98 20 (9.0) FLL-150L5K-U-Y Yoke 5731 Wide 150w 1@158mA 120-277V 5000K/80 14764 98.4 20 (9.0) FLL-K-140L4K-U Knuckle 5627 Wide 150w 1@158mA 120-277V 4000K/80 14665 98 20 (9.0) FLL-K-140L5K-U Knuckle 5731 Wide 150w 1@158mA 120-277V 5000K/80 14764 98.4 20 (9.0) ORDERING INFORMATION - MADE TO ORDER FAMILY FLL FACTOR Flood Large DISTRIBUTION N 3x3 M 4x4 RM 5x4 W 6x6 CONTROL OPTION PC Photocontrol (voltage specified and determined by voltage field) CD Continuous dim- ming VOLTAGE U 120V- 277V 1 120V 2 208V 3 240V 4 277V 51 480V F1 347V MOUNTING K Knuckle Y Yoke # LEDS 28L 28 LED 42L 42 LED WATTS 95 95W OPTIONS F Fusing 120 or 277V only (determined by voltage field) FINISH DB Bronze BL Black WH White GR Gray PS Platinum silver CC Custom Color CCT 3K 3000K 4K 4000K 5K 5000K FLL A B C D E F G H I J K 14.9” 5.5” 6.0” 7.0 14.57” 17/32” 7/8” 3-1/8” 3.0” 2.9” 7.57” 378mm 140mm 152mm 177mm 370mm 14mm 22mm 79mm 77mm 75mm 192mm DIMENSIONS B A C D Yoke Mount IG H Knuckle Mount Detail K J I E KnuckleYoke 1 42L only OC 5K (5000K nominal, 70 CRI) 4K (4000K nominal, 70 CRI) 3K (3000K nominal, 80 CRI) # OF LEDS DRIVE CURRENT SYSTEM WATTS DIST. TYPE NEMA FIELD ANGLE H˚ X V˚ LUMENS LPW 1 MAX BEAM CANDLEPOWER LUMENS LPW 1 MAX BEAM CANDLEPOWER LUMENS LPW 1 MAX BEAM CANDLEPOWER 28 1050mA 95W W 6 x 6 107˚ x 107˚ 9557 100.6 6935 8992 94.5 6805 42 700mA 95W N 3 x 3 32˚ x 32˚ 10860 114 91770 10263 108 85000 7473 80 63093 M 4 x 4 53˚ x 53˚ 11400 119 46836 10335 108 33566 7654 81 26201 RM 5 x 5 84˚ x 86˚ 9806 102 17388 8889 93 14733 6702 71 11395 W 6 x 6 107˚ x 107˚ 10967 113 8024 10173 105 7265 7694 79 5475 Lumen values are from photometric tests performed in accordance with IESNA LM-79-08. Data is considered to be representative of the configurations shown. Actual performance may differ as a result of end-user environment and application. 4K (4000K nominal) 5K (5000K nominal) # OF LEDS DRIVE CURRENT (MILLIAMPS SYSTEM WATTS DISTRIBUTION TYPE NEMA LUMENS LPW MAX BEAM CANDLEPOWER LUMENS LPW MAX BEAM CANDLEPOWER 28 1050mA 95W W 6 x 6 8992 94.5 6805 9557 100.6 6935 140 158mA 150W W 7 x 7 14665 98 5627 14764 98.4 5731 Lumen values are from photometric tests performed in accordance with IESNA LM-79-08. Data is considered to be representative of the configurations shown. Actual performance may differ as a result of end-user environment, application and inherent performance tolerances of the electrical components. PERFORMANCE DATA - Stock PERFORMANCE DATA - MTO LUMINAIRE AMBIENT TEMPERATURE FACTOR (LATF) AMBIENT TEMPERATURE LUMEN MULTIPLIER 0°C 32°F 1.02 10°C 50°F 1.01 20°C 68°F 1.00 25°C 77°F 1.00 30°C 86°F 1.00 40°C 104°F 0.99 Use these factors to determine relative lumen output for average ambient temperatures from 0-40°C (32-104°F). OPERATING HOURS – FLL-28L AMBIENT TEMP. 0 25,000 50,000 1TM-21-11 60,000 100,000 Calculated L70 (HOURS) 25°C / 77°C 1.00 0.94 0.91 0.88 0.79 >149,000 40°C / 104°F 1.00 0.92 0.90 0.87 0.76 >132,000 Nichia 219B, 1080mA, 85˚C OPERATING HOURS – FLL-140L AMBIENT TEMP. 0 25,000 50,000 1TM-21-11 60,000 100,000 Calculated L70 (HOURS) 25°C / 77°C 1.00 0.96 0.94 0.93 0.89 >331,000 40°C / 104°F 1.00 0.95 0.92 0.90 0.85 >237,000 Nichia NFSL757DT-V1, 150mA, 85˚C ELECTRICAL DATA # OF LEDS NUMBER OF DRIVERS DRIVE CURRENT (mA) INPUT VOLTAGE (V) CURRENT (Amps) SYSTEM POWER (W) 28 1 1050mA 120 0.82 95 277 0.36 95 42 1 700mA 120 .80 96 277 .35 96 140 1 158mA 120 1.25 150 277 0.54 150 ACCESSORIES & REPLACEMENT PARTS - Order Separately Catalog Number Description FLL-VISOR-DB Bronze top visor (Tap holes in lens frame for field installation) 93053186 FLL28, 95w, 120-277V Dimming driver, 1050mA (1 Qty) 93053187 FLL140, 95w, 120-277V Dimming driver, 700mA (1 Qty) FLL-LOUVER-BL Black adjustable louver ARF-SPC Polycarbonate vandal shield 4024C Steel slipfitter for 2" pipe, 2 3/8" OD yoke mount, bronze finish 4040 Heavy-duty steel wall/pole bracket; bronze Lektrocote® FLL-LOUVER-BL FLL-VISOR-XX ARF-SPC OPERATING HOURS – FLL-42L AMBIENT TEMP. 0 25,000 50,000 1TM-21-11 60,000 100,000 Calculated L70 (HOURS) 25°C / 77°F 1.00 0.98 0.96 0.96 0.94 >625,000 40°C / 104°F 1.00 0.96 0.94 0.93 0.90 >435,000 PROJECTED LUMEN MAINTENANCE Hubbell Outdoor Lighting • 701 Millennium Boulevard • Greenville, SC 29607 • Phone: 864-678-1000 Due to our continued efforts to improve our products, product specifications are subject to change without notice. © 2017 HUBBELL OUTDOOR LIGHTING, All Rights Reserved • For more information visit our website: www.hubbelloutdoor.com • Printed in USA FLL-SPEC JUNE 22, 2017 11:15 AM PHOTOMETRICS For additional photometric information and IES downloads, visit our web site at www.hubbelloutdoor.com 50‘ 50‘ 25‘ 25‘ 25‘ 25’ 50‘ 75‘ 100‘ 75‘ 75‘ 5fc 2fc 1fc .5fc 40‘ 40‘ 20‘ 20‘ 20‘ 20’ 40‘ 60‘ 80‘ 60‘ 60‘ 5fc 2fc 1fc .5fc 50‘ 50‘ 25‘ 25‘ 25‘ 25’ 50‘ 75‘ 100‘ 75‘ 75‘ 5fc 2fc 1fc .5fc 20' 20' 20' 10' 10' 30' 30' 10'20' 30' 10'20' .5fc 5fc 2fc 10fc 1fc 20fc 50fc 45˚ Tilt 20' 20' 20' 10' 10' 30' 30' 10'20' 30' 10'20' .5fc 5fc 2fc 1fc 45˚ Tilt 20fc 10fc 20' 20' 20' 10' 10' 30' 30' 10'20' 30' 10'20' .5fc 5fc 2fc 1fc 10fc 45˚ Tilt 20' 40' 50' 10' 30' 20' 60' 30' 10'20' 30' 10'20' .5fc 5fc 2fc 1fc 45˚ TiltFLL42L FLL42L FLL42L FLL42L 3x3 Narrow 4x4 Medium 5x5 Rectangular Medium 6x6 Wide FLL140L, 6x6 Wide FLL28L, 6x6 WideFLL140L, 6x6 Wide45˚ Tilt 45˚ Tilt˚ Tilt0 Hubbell Outdoor Lighting • 701 Millennium Boulevard • Greenville, SC 29607 • Phone: 864-678-1000 Due to our continued efforts to improve our products, product specifications are subject to change without notice. © 2017 HUBBELL OUTDOOR LIGHTING, All Rights Reserved • For more information visit our website: www.hubbelloutdoor.com • Printed in USA FLL-SPEC JUNE 22, 2017 11:15 AM TD518264EN 11/13/2018 SPECIFICATION FEATURES DESCRIPTION The Halo Surface LED Downlight (SLD) incorporates WaveStream™ technology to create an ultra-low profile surface mounting luminaire with the performance and look of a traditional downlight. SLD4 is designed for installation in many 3-1/2” and 4” round or octagon junction boxes. May also retrofit in 4” aperture IC and Non-IC recessed housings*. Dedicated LED wiring connector meets high-efficacy code requirement in recessed downlighting. Suitable for residential or commercial installations. Ideal for closets, storage areas, attics and basements. Compliant with NFPA® 70, NEC® Section 410.16 (A)(3) and 410.16 (C)(5). CONSTRUCTION • Die cast aluminum trim ring and die formed aluminum frame OPTICS • WaveStream™ technology provides uniform luminance from a low profile flat lens • AccuAim™ optics provide directional control for the “cone-of-light” beam distribution of a traditional downlight • Precision molded lens features high transmission polymer with UV stabilized protecting film DESIGNER TRIMS Accessories (sold separately) SLD designer trims are accessory rings that attach to the SLD for a permanent finish. Refer to SLD accessories specification sheet for details. • White (Paintable) • Satin Nickel • Tuscan Bronze ELECTRICAL JUNCTION BOX MOUNTING • SLD may be used in compatible electrical junction boxes in direct contact with insulation including spray foam insulation • Suitable for installation in many 3-1/2” and 4” octagon and round electrical junction boxes. Note: Driver consumes 3 cubic inches of junction box. • Installer must ensure compatibility of fit, wiring and proper mounting in the electrical junction box. This includes all applicable national and local electrical and building codes. • Proprietary Slot-N-Lock quick installation system for junction box installation • T-bracket with Slot-N-Lock mounting tabs included. RECESSED HOUSING MOUNTING Friction Blade • Pre-installed precision formed friction blades included • Friction blade design allows the SLD to be installed in any position within the housing aperture (360 degrees) * Note: Not for use in recessed housings in direct contact with spray foam insulation refer to NEMA LSD 57-2013 LED • Trilateral linear LED assembly is integrated in trim perimeter. • Color Temperature: 2700K, 3000K, 3500K, 4000K • CRI options: 80 and 90† • 90 CRI can be used to comply with California Title 24 High Efficacy requirements. Certified to California Appliance Efficiency Database under JA8 • L70 at 50,000 hours projected in accordance with TM-21 WARRANTY Eaton provides a five year limited warranty on the SLD LED LED CHROMATICITY • A tight chromaticity specification ensures LED color uniformity, sustainable Color Rendering Index (CRI) and Correlated Color Temperature (CCT) over the useful life of the LED • LED chromaticity of 3 SDCM exceeds ENERGY STAR® color standards per ANSI C78.377-2008 • 90 CRI model features high color performance with R9 greater than 50 • Every Halo LED is quality tested, measured, and serialized in a permanent record to register lumens, wattage, CRI and CCT. • Halo LED serialized testing and measurement ensures color and lumen consistency on a per-unit basis, and validates long-term product consistency over time ELECTRICAL CONNECTIONS Junction Box • Compatible with many 3-1/2” x 2” and 4” x 1-1/2” round and octagon boxes (2-1/8” deep boxes recommended) • Supply Wire Adapter with LED quick connector included Recessed Housings • LED connector is compatible with Halo 4” H995 and H245 Series LED Housings • LED Connector meets California Title-24 high-efficacy luminaire standard as a non-screw base • The included E26 Edison screw-base adapter provides capability for retrofit* • LED connector is a non-screwbase luminaire disconnect for tool-less installation LED DRIVER • Driver is a 120V input high efficiency, dimmable electronic power supply providing DC power to the LED array • Driver features high power factor, low THD, and has integral thermal protection in the event of over temperature or internal failure. • Driver is replaceable if it should be required SLD4058xxWH 80CRI 2700K, 3000K, 3500K, and 4000K SLD4059xxWH 90CRI 2700K, 3000K, 3500K, and 4000K 4” Surface LED Downlight Suitable for ceiling or wall electrical junction boxes Suitable for 4” recessed housing retrofit (IC, Non-IC & AIR-TITE™) ENERGY DATA 80 CRI 90 CRI Lumens (4000K models)800 710 Input Voltage 120V 120V Frequency 50/60 Hz 50/60 Hz Input Current 0.10 A 0.10 A Input Power 12.2 W 12 W Efficiency (4000K models)66 lm/W 59 lm/W THD ≤ 20% Power Factor ≥ 0.90 T Ambient -30 - +40°C Sound Rating Class A NOMENCLATURE SLD405830WH 405 = 4” SLD 8 = >80 CRI 30 = 3000K WH = Matte White Refer to ENERGY STAR® Certified Products List. Refer to ENERGY STAR® Qualified Products List. Can be used to comply with California Title 24 High Efficacy requirements. Certified to California Appliance Efficiency Database under JA8. Indoor LED nominal CCT of 4000K or less. *Non-California Product Only Catalog # Project Comments Prepared by Type Date HALO Z1 SLD4058xxWH SLD4059xxWH ORDERING INFORMATION SAMPLE NUMBER: SLD405927WH SLD4TRMSN Junction Box Installation: Order junction box separately, as supplied by others, to complete installation. Recessed Installation: Order Halo recessed housing separately to complete installation. Models Color Rendering Index Color Temperature (CCT) Finish Accessories SLD405= 4” Surface LED Downlight, 120V California non-E26 Models SLD405927WH-CA SLD405930WH-CA SSLD405935WH-CA SSLD405940WH-CA 8=80 CRI 9=90 CRI 27=2700K 30=3000K 35=3500K 40=4000K WH=White Designer Trims Fit over the SLD4 for a designer finish SLD4TRMSN=4” SLD Satin Nickel SLD4TRMTBZ=4” SLD Tuscan Bronze SLD4TRMWH=4” SLD White (paintable) J-Box Spacer Extension Ring Add 15/16” depth when SLD driver cannot fit into installed junction box SLD4EXT=4” Surface LED J-Box Extender, 7.75” O.D. RAD Adapters When junction box is mounted flat on a ceiling or beam surface (not recessed in ceiling) SLD4RAD=4” SLD Round Surface J-Box Adapter, 6.15” O.D. (For 4-inch round or octagon junction boxes) Spare Parts SLD4ACCKIT=4” Accessory Parts Replacement Kit (Screwbase adapter, torsion springs, friction blades) SLD4BRKT=4” Junction Box Bracket & Screws Refer to SLD Accessories specification sheet for further information. DIMENSIONS SLD4058xxWH 80CRI 2700K, 3000K, 3500K, and 4000K SLD4059xxWH 90CRI 2700K, 3000K, 3500K, and 4000K 4” Surface LED Downlight Suitable for ceiling or wall electrical junction boxes Suitable for 4” recessed housing retrofit (IC, Non-IC & AIR-TITE™) DIMMING • Designed for continuous dimming capability to nominally 5% with many 120V Leading Edge (LE) and Trailing Edge (TE) phase control dimmers. Dimming to 5% is best assured using dimmers with low end trim adjustment. Consult dimmer manufacturer for compatibility and conditions of use. (Note some dimmers require a neutral in the wallbox.) COMPLIANCE • cULus Listed ceiling and wall • cULus Damp Location listed ceiling and wall • cULus Wet Location Listed, ceiling only (shower rated) • Suitable for use in closets, compliant with NFPA® 70, NEC® Section 410.16 (A)(3) and 410.16 (C)(5) • SLD may be used in compatible electrical junction boxes in direct contact with insulation including spray foam insulation • May be installed in IC recessed housings in direct contact with insulation (Not for use in recessed housings in direct contact with spray foam insulation. Refer to NEMA LSD 57-2013) • UL Classified when used in retrofit with listed housings (See Housing Compatibility) • EMI/RFI: meets FCC 47CFR Part 15 Class B limits, and is suitable for use in residential and commercial installations • Airtight certified per ASTM E283 (not exceeding 2.0 CFM under 57 Pascals pressure difference) • 90 CRI: Can be used to comply with California Title 24 High Efficacy requirements. • 80 CRI: Can be used to comply with California Title 24 Non- Residential Lighting Controls requirements as a LED luminaire. • Can be used for International Energy Conservation Code (IECC) • ENERGY STAR® Certified luminaire - consult ENERGY STAR® Certified Product List • Contains no mercury or lead and RoHS compliant. • Photometric testing in accordance with IES LM-79 • Lumen maintenance projections in accordance with IES LM-80 and TM-21 6” [152mm] .7” [17.42mm] .8” [20.20mm] 6” [152.65mm] page 2 SLD4058xxWH SLD4059xxWH HOUSING COMPATIBILITY The SLD4 is UL Listed in Halo recessed housings, and is UL Classified for use with any 4 inch diameter recessed housing constructed of steel or aluminum with an internal volume that exceeds 62.3 in³ in addition to those noted below: *This is a representative list of compatible junction boxes only. Information contained in this literature about other manufacturers’ products is from published information made available by the manufacturer and is deemed to be reliable, but has not been verified. Eaton makes no specific recommendation on product selection and there are no warranties of performance or compatibility implied. Installer must determine that site conditions are suitable to allow proper installation of the SLD mounting bracket in the box. COMPATIBLE WITH MANY OTHER JUNCTION BOXES* COMPATIBLE WITH EATON’S CROUSE-HINDS JUNCTION BOXES 4" octagon light fixture/fan steel box 4" x 4" x 2-1/8" (102mm x 102mm x 54mm) 4" round new work non-metallic light fixture/fan box 4" diameter x 2-3/16" (102mm x 56mm) • TP316 - for non-metallic cable • TP317 - for metal clad cable • UL Listed • Refer to www.crouse-hinds.com TP316 for non-metallic cable 4” x 4” x 2-1/8” (102mm x 102mm x 54mm) TP317 for metal clad cable 4” x 4” x 2-1/8” (102mm x 102mm x 54mm) 4" round new work non-metallic box with hanger bar assembly 4" diameter x 2-3/16" (102mm x 56mm) 3-1/2" round old work non-metallic box 4-1/4" O.D. flange, 3-1/2" I.D. x 2-5/8” (108mm O.D., 89mm I.D. x 67mm) 4" octagon steel box 4" x 4" x 1-1/2" (102mm x 102mm x 38mm) 3-1/2" round new work non-metallic ceiling box 3-1/2" diameter x 2-3/4" (89mm x 70mm) Compatible Halo LED Housings with LED luminaire connector (high-efficacy compliant) HALO LED Recessed Can Size Catalog Number 4"H995ICAT, H995RICAT, H245ICAT, H245RICAT Compatible Halo Incandescent E26 Screwbase Housings HALO Recessed Can Size Catalog Number 4"H99ICAT, H99TAT, H99RTAT, E4ICATSB, E4TATSB, E4RTATSB 4” round surface mount box 4" diameter x 1-1/2” (102mm x 38mm) Requires SLD4RAD adapter page 3 Eaton 1121 Highway 74 South Peachtree City, GA 30269 P: 770-486-4800 www.eaton.com/lighting Specifications and dimensions subject to change without notice. SLD4058xxWH SLD4059xxWH LIGHTING FACTS® SLD405827WH - 80 CRI SLD405927WH - 90 CRI SLD405835WH - 80 CRI SLD405935WH - 90 CRI SLD405830WH - 80 CRI SLD405930WH - 90 CRI SLD405840WH - 80 CRI SLD405940WH - 90 CRI PRODUCT DATA Cat No. CRI CCT Lumens Power (W) LPW SLD405827WH 81 2700 720 12.2 59 SLD405830WH 81 3000 750 12.2 61 SLD405835WH 81 3500 780 12.2 64 SLD405840WH 81 4000 800 12.2 66 SLD405927WH 92 2700 650 12 54 SLD405930WH 92 3000 670 12 56 SLD405935WH 92 3500 690 12 58 SLD405940WH 92 4000 710 12 59 Performance values are presented as typical for the model(s) indicated. Field results may vary. page 4 Catalog # : Project : Date :Prepared By : LSI Industries Inc. 10000 Alliance Rd. Cincinnati, OH 45242 • www.lsi-industries.com (513) 372-3200 • ©2020 LSI Industries Inc. All Rights Reserved. Specifications subject to change without notice. Page 1/3 Rev. 07/09/20 SPEC.1020.A.0420 Scottsdale® Legacy (CRUS) LED Canopy Luminaire ) FEATURES & SPECIFICATIONS Construction • Features a ultra-slim 3/4” profile die-cast housing, with flat glass lens. Unit is water- resistant, sealed and IP67 rated. Integral designed heat sink does not trap dirt and grime, ensuring cool running performance over the life of the fixture. • Standard color is white and is finished with LSI’s DuraGrip® polyester powder coat process. DuraGrip withstands extreme weather changes without cracking or peeling. • Luminaire assembly incorporates a pressure stabilizing vent breather to prevent seal fatigue and failure. Optical System • Features an array of select, mid-power, high brightness, high efficiency LED chips; 5000K, 4000K, 3000K color temperature, 70 CRI. • Choice of Symmetrical or Asymmetrical, which directs light through a clear tempered glass lens, to provide a uniform distribution. • Five Lumen Packages: VLW (9,000), LW (10,000), SS (13,000), HO (18,000), VHO (22,000). Electrical • High performance factory programmable driver features over-voltage, under voltage, short-circuit and over temperature protection with integral surge protection that meets IEEE C62.41.2 and ANSI C82.77- 5 Location Category C Low standards. Additional 10kV surge protection device meets a minimum Category C Low standards (per ANSI/IEEE C62.41.2). • Driver components are fully encased in potting for moisture resistance. Complies with IEC and FCC standards. 0-10 V dimming supplied standard with all drive currents. • Die-cast aluminum, wet location rated driver/electrical enclosure is elevated above canopy deck to prevent water entry, provide easy “knock-out” connection of primary wiring and contributes to attaining the lowest operating temperatures available. Seals to optical housing via one- piece molded silicone gasket. • Universal voltage power supply, 120-277 VAC, 50/60 HZ and 347-480 VAC, 50/60 HZ input. • -40°C to 50°C (-40°F to +122°F) ambient operating temperature. • Minimum 60,000 to 100,000 hours depending upon the ambient temperature of the installation location. See LSI website for specific guidance. Hazardous Locaiton • Designed for lighter than air fuel applications. Product is suitable for Class 1 Divisions 2 only when properly installed per LSI installation intructions. See lsi- industries.com for specific guidance. LW and SS lumen packages only. Installation • One-person installation. • Installs in a 12” or 16” deck pan. Deck penetration consists of a 4” hole, simplifying installation and water sealing. Unit is designed to quickly retrofit into existing Scottsdale (4”) hole as well as openings for Encore and Encore Top Access and to reconnect wiring for the SC/ECTA without having to relocate the conduit. • Retro panels are available for existing Encores as well as kits for recessed and 2x2 installations (see separate spec sheets). Support brackets are provided standard, to prevent sagging of deck. Warranty • LSI LED Fixtures carry a 5-year warranty or 10-year warranty with registration for petroleum applications only (contact your LSI representative for details). Listings • UL and ETL listed to UL 1598, UL 8750 and other U.S. and International safety standards. Suitable for wet locations. • Meets Buy American Act requirements. OVERVIEW Lumen Package 6,000 - 22,000 Wattage Range 61 - 159 Efficacy Range (LPW) 95 - 148 Weight lbs(kg) 27 (12.2) QUICK LINKS Ordering Guide Performance DimensionsPhotometrics Z2 LSI Industries Inc. 10000 Alliance Rd. Cincinnati, OH 45242 • www.lsi-industries.com (513) 372-3200 • ©2020 LSI Industries Inc. All Rights Reserved. Specifications subject to change without notice. Page 2/3 Rev. 07/09/20 SPEC.1020.A.0420 Scottsdale® Legacy LED Canopy Luminaire ORDERING GUIDE Back to Quick Links Prefix Distribution Light Source Drive Current Color Temp Input Voltage Finish Options CRUS - LED Canopy Luminaire SC - Symmentric AC1 - Asymmetric LED VLW - Very Low Watt LW - Low Watt SS - Super Saver HO - High Output VHO - Very High Output 50 - 5,000K 40 - 4,000K 30 - 3,000K UE - Universal Voltage (120 - 277V) 347 - 480V WHT - White BRZ - Bronze BLK - Black HL2 - Hazardous Location TYPICAL ORDER EXAMPLE:CRUS SC LED SS 50 UE WHT Notes: 1 - AC distribution utilizes a reflector which alters the look from a standard SC distribution. 2 - LW and SS lumen packages only PERFORMANCE Back to Quick Links RECOMMENDED LUMEN MAINTENANCE Ambient Temperature C 0 hrs. 25K hrs. 50K hrs. 75K hrs. 100K hrs 25 25 100% 97% 92% 88% 30 30 100% 97% 92% 88% 35 40 100% 95% 90% 85% 40 50 100% 94% 89% 83% *LED Chips are frequently updated therefore values are nominal. FOOTNOTES: 1 - Lumen maintenance values at 25˚C are calculated per TM-21 based on LM-80 data and in-situ luminaire testing. 2 - In accordance with IESNA TM-21-11, Projected Values represent interpolated value based on time durations that are within six times (6X) the IESNA LM-80-08 total test duration (in hours) for the device under testing ((DUT) i.e. the packaged LED chip). 3 - In accordance with IESNA TM-21-11, Calculated Values represent time durations that exceed six times NA LM-80-08 total test duration (in hours) for the device under testing ((DUT) i.e. the packaged LED chip). DELIVERED LUMENS* Lumen Package Distribution 3000K CCT 4000K CCT 5000K CCT Avg. WattsDelivered Lumens Efficacy BUG Ratings Delivered Lumens Efficacy BUG Ratings Delivered Lumens Efficacy BUG Ratings VLW SC 7933 130 B3-U0-G1 7977 131 B3-U0-G1 9055 148 B3-U0-G1 61AC 6687 110 B2-U0-G1 6723 110 B2-U0-G1 7632 125 B2-U0-G2 LW SC 9221 125 B3-U0-G1 9272 125 B3-U0-G1 10525 142 B3-U0-G1 74AC 7783 105 B2-U0-G1 7826 106 B2-U0-G1 8884 120 B2-U0-G2 SS SC 11980 122 B3-U0-G1 12046 128 B3-U0-G1 13674 140 B3-U0-G1 98AC 10159 104 B3-U0-G2 10215 104 B3-U0-G2 11595 118 B3-U0-G2 HO SC 16325 124 B3-U0-G1 16415 124 B3-U0-G1 18633 141 B3-U0-G1 132AC 13269 101 B3-U0-G2 13342 101 B3-U0-G2 15145 115 B3-U0-G2 VHO SC 19641 124 B4-U0-G2 19749 124 B4-U0-G2 22418 141 B4-U0-G2 159AC 15124 95 B3-U0-G2 15207 96 B3-U0-G2 17262 109 B3-U0-G2 LSI Industries Inc. 10000 Alliance Rd. Cincinnati, OH 45242 • www.lsi-industries.com (513) 372-3200 • ©2020 LSI Industries Inc. All Rights Reserved. Specifications subject to change without notice. Page 3/3 Rev. 07/09/20 SPEC.1020.A.0420 Scottsdale® Legacy LED Canopy Luminaire PRODUCT DIMENSIONS Back to Quick Links Back to Quick Links 7 1/8” (181 mm) 7/8” (22 mm) 15 15/16” (404 mm) 15 15/16” (404 mm) Luminaire photometry has been conducted by an accredited testing laboratory in accordance with IESNA LM-79-08. As specified by IESNA LM-79-08 the entire luminaire is tested as the source resulting in a luminaire efficiency of 100%. See http://www.lsi-industries.com/products/led-lighting-solutions.aspx for detailed photometric data. PHOTOMETRICS LUMINAIRE DATA Wide Distribution Description 5000 Kelvin, 70 CRI Delivered Lumens 13,674 Watts 97.9 Efficacy 140 IES Type Type VS - Very Short BUG Rating B3-U0-G1 LUMINAIRE DATA Wide Distribution Description 5000 Kelvin, 70 CRI Delivered Lumens 11595 Watts 98.8 Efficacy 117 IES Type Type III - Very Short BUG Rating B2-U0-G2 Zonal Lumen Summary Zone Lumens %Luminaire Low (0-30)° 3652.2 26.7% Medium (30-60)° 7382.4 54.0% High (60-80)° 2489.8 18.2% Very High (80-90)° 149.4 1.1% Uplight (90-180)° 0.0 0.0% Total Flux 13673.8 100% Zonal Lumen Summary Zone Lumens %Luminaire Low (0-30)° 2766.0 23.9% Medium (30-60)° 5868.8 50.6% High (60-80)° 2712.2 23.4% Very High (80-90)° 248.1 2.1% Uplight (90-180)° 0.0 0.0% Total Flux 11595.1 100% 1123 2247 3370 4493 1347 2695 4042 5389 ISO FOOTCANDLE PLOT ISO FOOTCANDLE PLOT POLAR CURVE POLAR CURVE CRUS-SC-SS-50 CRUS-AC-SS-50 15’ Mounting Height / 10’ Grid Spacing 10 FC 5 FC 2 FC 1 FC 15’ Mounting Height / 10’ Grid Spacing 10 FC 5 FC 2 FC 1 FC For more information visit our website: www.progresslighting.com Progress Lighting • 701 Millennium Boulevard • Greenville, SC 29607 Images: Specifications: Performance: Description: Catalog number: The P5642 Series are ideal for a wide variety of interior and exterior applications including residential and commercial. The Cylinders feature a 120V alternating current source and eliminates the need for a traditional LED driver. This modular approach results in an encap- sulated luminaire that unites performance, cost and safety benefits. Construction: • Powdercoated Antique Bronze (-20), White (-30), Black (-31), Metallic Gray (-82) • Die-cast aluminum construction • Flicker-free dimming to 10% brightness with most ELV type dimmers (See Dimming Notes) • Covers a standard 4” recessed outlet box • Mounting strap for outlet box included Project: Fixture Type: Location: Contact: Dimensions: A 6” Extends 8-7/8” B 18” H/CTR 8” A B P5642 SERIES LED Wall Mount • Wet Location Number of Modules 2 Input Power 29W per module Input Voltage 120V Input Frequency 60Hz Lumens/LPW 2000/68 (LM-79) PER MODULE CCT 3000K CRI 90 Life 60,000 (L70/TM-21) EMI/RFI FCC Title 47, Part 15, Class B Min. Start Temp -30º C Max. Operating Temp 30º C Warranty 5 yrs. Labels cCSAus certified for wet locations P5642-30/30K Base Finish P5642 20 - Antique Bronze 30 - White 31 - Black 82 - Metallic Gray -Color Temp CRI 30K - 3000K 90 CRI OA LED Wall Mount • Wet Location Dimming Notes: P5642 is designed to be compatible with many Electronic Low Voltage (ELV-Reverse Phase) controls. The following is a partial list of known compatible dimmer controls: For more information visit our website: www.progresslighting.com Progress Lighting • 701 Millennium Boulevard • Greenville, SC 29607 P5642-30/30K Electronic Low Voltage ELV Reverse Phase Controls Digital type dimmers are not recommended. Dimming capabilities will vary depending on the dimmer control, load, and circuit installation. Always refer to dimmer manufacturer instructions or a controls specialist for specific requirements. Dimmer control brand names where identified above are trade names or registered trademarks of each respective company. 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h/>/E'Dd Z/>EDKZdZ&/E/^,͘WZ/DZz > dZ/>ZhEd,ZhE WWZKs t d, ZWZKK&KEh/d͘ͲKKZ/Ed WZ/KZdKKEZ d &KhEd/KEͬWWKhZ͘ϲΗdž͘Ϯϱt>>^dh^hWWKZd >>Kytͬ^t/d,+LQJHG3URWHFWLYH/RFNDEOH'RRU&RYHUϳΖͲϭΗϳΖͲϬΗϯΖͲϮϳͬϴΗ/E dϮΖͲϰϭͬϮΗ& WE >ϲΗ ϬϲϮϳϯϬϴZϰ,͘WzE ϭϮͬϬϯͬϮϬϮϬηϰϴϬϳϯϴϱϱ> y/E'dKEs E͘Z E,/>>^͕DE͘, RI$EĂƚŝŽŶĂů,ĞĂĚƋƵĂƌƚĞƌƐϭϰϮϬϭ^ŽǀĞƌĞŝŐŶZŽĂĚηϭϬϭ&ŽƌƚtŽƌƚŚ͕dyϳϲϭϱϱ;ϮϭϰͿϵϬϮͲϮϬϬϬ&Ădž;ϮϭϰͿϵϬϮͲϮϬϰϰ^ĂŶŶƚŽŶŝŽϭϳϯϭϵ^ĂŶWĞĚƌŽǀĞ^ƚĞϮϬϬ^ĂŶŶƚŽŶŝŽ͕dyϳϴϮϯϮ;ϮϭϬͿϯϰϵͲϯϴϬϰ&Ădž;ϮϭϬͿϯϰϵͲϴϳϮϰtĞƐƚŽĂƐƚϯϮϮϬ džĞĐƵƚŝǀĞZŝĚŐĞƌ^ƚĞϮϱϬsŝƐƚĂ͕ϵϮϬϴϭ;ϳϲϬͿϳϯϰͲϭϳϬϴ&Ădž;ϳϲϬͿϳϯϰͲϯϳϱϮEŽƌƚŚĞĂƐƚh^ϮϯϬϭZŝǀĞƌZŽĂĚ^ƚĞϮϬϭ>ŽƵŝƐǀŝůůĞ͕<zϰϬϮϬϲ;ϱϬϮͿϴϵϳͲϵϴϬϬĞůů;ϱϬϮͿϱϱϰͲϮϱϳϱ&ůŽƌŝĚĂϮϱϴϰ^ĂŶĚ,ŝůůWŽŝŶƚŝƌĐůĞĂǀĞŶƉŽƌƚ͕&>ϯϯϴϯϳ;ϴϲϯͿϰϮϬͲϭϭϬϬ&Ădž;ϴϲϯͿϰϮϰͲϭϭϲϬ'ĞŽƌŐŝĂϭϭϭtŽŽĚƐƚŽŶĞWůĂĐĞĂǁƐŽŶǀŝůůĞ͕'ϯϬϱϯϰ;ϲϳϴͿϳϮϱͲϴϴϱϮ&Ădž;ϮϭϬͿϯϰϵͲϴϳϮϰ^ŽƵƚŚdĞdžĂƐWKKyϭϮϱϮϬϲŽƌĂůƌŝǀĞWŽƌƚůĂŶĚ͕dyϳϴϯϳϰ;ϯϲϭͿϱϲϯͲϱϱϵϵ&Ădž;ϯϲϭͿϲϰϯͲϲϱϯϯ5 +3 83'$7('6,7(3/$1&%'(6,*1&+$1*($1':$<),1',1*83'$7('3(56,7(3/$15 +3 83'$7('6,7(3/$1$''('3</216859(<,1)250$7,211(:0280(17$1'83'$7('$''5(665 +3 83'$7('6,7(3/$11(:%8,/',1*(/(9$7,216)257+(1(:7<3(&672+$9(72365 +3 83'$7('6,7(3/$172+$9(675,36.5,67(1+$0,/721$Z W> D Ed& &KZD/E/E͘d͘^͘KE ;ϭͿZ Yh/Z ͲDEh&dhZ E/E^d>>ϮZ DKs E/^ZdtK;ϮͿ& ^&ZKD y/^d/E'ͬ&Wz>KED/E/͘DEh&dhZ E/E^d>>dtK;ϮͿE tW> y& ^t/d,E tdZ/D&KZ y/^d/E'ͬ&D/E/͘t,/d & t/d,dZE^>h EdϯDηϮϯϬͲϱϯZ/E>Z s/Ez>WW>/ ϭ^d^hZ& t/d,^,Ktd,Zh>K'K͘Wz>KE^d >^hWWKZd͕D/E//E d͕E&/>> Z^dK W/Ed Ddd, t^ηϳϰϭϱϱZ<ZKE ^ D/Ͳ'>K^^WZKWK^ E͘d͘^͘ y/^d/E'E͘d͘^͘&/ >^hZs zͬZh/E'^Z Yh/Z &KZWz>KE& ^WZ/KZdKDEh&dhZ/E'͘ 2$+;646833257 ϬϲϮϳϯϬϴZϰ,͘WzE ϭϮͬϬϯͬϮϬϮϬηϰϴϬϳϯϴϱϱ> y/E'dKEs E͘Z E,/>>^͕DE͘, RI$EĂƚŝŽŶĂů,ĞĂĚƋƵĂƌƚĞƌƐϭϰϮϬϭ^ŽǀĞƌĞŝŐŶZŽĂĚηϭϬϭ&ŽƌƚtŽƌƚŚ͕dyϳϲϭϱϱ;ϮϭϰͿϵϬϮͲϮϬϬϬ&Ădž;ϮϭϰͿϵϬϮͲϮϬϰϰ^ĂŶŶƚŽŶŝŽϭϳϯϭϵ^ĂŶWĞĚƌŽǀĞ^ƚĞϮϬϬ^ĂŶŶƚŽŶŝŽ͕dyϳϴϮϯϮ;ϮϭϬͿϯϰϵͲϯϴϬϰ&Ădž;ϮϭϬͿϯϰϵͲϴϳϮϰtĞƐƚŽĂƐƚϯϮϮϬ džĞĐƵƚŝǀĞZŝĚŐĞƌ^ƚĞϮϱϬsŝƐƚĂ͕ϵϮϬϴϭ;ϳϲϬͿϳϯϰͲϭϳϬϴ&Ădž;ϳϲϬͿϳϯϰͲϯϳϱϮEŽƌƚŚĞĂƐƚh^ϮϯϬϭZŝǀĞƌZŽĂĚ^ƚĞϮϬϭ>ŽƵŝƐǀŝůůĞ͕<zϰϬϮϬϲ;ϱϬϮͿϴϵϳͲϵϴϬϬĞůů;ϱϬϮͿϱϱϰͲϮϱϳϱ&ůŽƌŝĚĂϮϱϴϰ^ĂŶĚ,ŝůůWŽŝŶƚŝƌĐůĞĂǀĞŶƉŽƌƚ͕&>ϯϯϴϯϳ;ϴϲϯͿϰϮϬͲϭϭϬϬ&Ădž;ϴϲϯͿϰϮϰͲϭϭϲϬ'ĞŽƌŐŝĂϭϭϭtŽŽĚƐƚŽŶĞWůĂĐĞĂǁƐŽŶǀŝůůĞ͕'ϯϬϱϯϰ;ϲϳϴͿϳϮϱͲϴϴϱϮ&Ădž;ϮϭϬͿϯϰϵͲϴϳϮϰ^ŽƵƚŚdĞdžĂƐWKKyϭϮϱϮϬϲŽƌĂůƌŝǀĞWŽƌƚůĂŶĚ͕dyϳϴϯϳϰ;ϯϲϭͿϱϲϯͲϱϱϵϵ&Ădž;ϯϲϭͿϲϰϯͲϲϱϯϯ5 +3 83'$7('6,7(3/$1&%'(6,*1&+$1*($1':$<),1',1*83'$7('3(56,7(3/$15 +3 83'$7('6,7(3/$1$''('3</216859(<,1)250$7,211(:0280(17$1'83'$7('$''5(665 +3 83'$7('6,7(3/$11(:%8,/',1*(/(9$7,216)257+(1(:7<3(&672+$9(72365 +3 83'$7('6,7(3/$172+$9(675,36.5,67(1+$0,/721(/(9$7,216&ZKEd > sd/KE^> ͗ϯͬϯϮΗсϭΖͲϬΗϰϰΖͲϴΗϭϯΖͲϭϬϭͬϮΗdKKddKDK&ΖΖϭϮϭΖͲϭϭΗD/E > sd/KE^> ͗ϯͬϯϮΗсϭΖͲϬΗϭϯΖͲϬΗ͘K͘/KEZ/s d,Zh > sd/KE^> ͗ϯͬϯϮΗсϭΖͲϬΗZ Z > sd/KE^> ͗ϯͬϯϮΗсϭΖͲϬΗϭϰΖͲϮΗdKKddKDK&ΖΖϯϭϮϭϯΖͲϭϭΗdKKddKDK&ΖΖEKdh^ > sd/KE^^W> ,K> Z͘^/d ^W /&/Z,/d dhZ>Zt/E'^dK WZKs/ WZ/KZdKDEh&dhZ/E'͘ ϬϲϮϳϯϬϴZϰ,͘WzE ϭϮͬϬϯͬϮϬϮϬηϰϴϬϳϯϴϱϱ> y/E'dKEs E͘Z E,/>>^͕DE͘, RI$EĂƚŝŽŶĂů,ĞĂĚƋƵĂƌƚĞƌƐϭϰϮϬϭ^ŽǀĞƌĞŝŐŶZŽĂĚηϭϬϭ&ŽƌƚtŽƌƚŚ͕dyϳϲϭϱϱ;ϮϭϰͿϵϬϮͲϮϬϬϬ&Ădž;ϮϭϰͿϵϬϮͲϮϬϰϰ^ĂŶŶƚŽŶŝŽϭϳϯϭϵ^ĂŶWĞĚƌŽǀĞ^ƚĞϮϬϬ^ĂŶŶƚŽŶŝŽ͕dyϳϴϮϯϮ;ϮϭϬͿϯϰϵͲϯϴϬϰ&Ădž;ϮϭϬͿϯϰϵͲϴϳϮϰtĞƐƚŽĂƐƚϯϮϮϬ džĞĐƵƚŝǀĞZŝĚŐĞƌ^ƚĞϮϱϬsŝƐƚĂ͕ϵϮϬϴϭ;ϳϲϬͿϳϯϰͲϭϳϬϴ&Ădž;ϳϲϬͿϳϯϰͲϯϳϱϮEŽƌƚŚĞĂƐƚh^ϮϯϬϭZŝǀĞƌZŽĂĚ^ƚĞϮϬϭ>ŽƵŝƐǀŝůůĞ͕<zϰϬϮϬϲ;ϱϬϮͿϴϵϳͲϵϴϬϬĞůů;ϱϬϮͿϱϱϰͲϮϱϳϱ&ůŽƌŝĚĂϮϱϴϰ^ĂŶĚ,ŝůůWŽŝŶƚŝƌĐůĞĂǀĞŶƉŽƌƚ͕&>ϯϯϴϯϳ;ϴϲϯͿϰϮϬͲϭϭϬϬ&Ădž;ϴϲϯͿϰϮϰͲϭϭϲϬ'ĞŽƌŐŝĂϭϭϭtŽŽĚƐƚŽŶĞWůĂĐĞĂǁƐŽŶǀŝůůĞ͕'ϯϬϱϯϰ;ϲϳϴͿϳϮϱͲϴϴϱϮ&Ădž;ϮϭϬͿϯϰϵͲϴϳϮϰ^ŽƵƚŚdĞdžĂƐWKKyϭϮϱϮϬϲŽƌĂůƌŝǀĞWŽƌƚůĂŶĚ͕dyϳϴϯϳϰ;ϯϲϭͿϱϲϯͲϱϱϵϵ&Ădž;ϯϲϭͿϲϰϯͲϲϱϯϯ5 +3 83'$7('6,7(3/$1&%'(6,*1&+$1*($1':$<),1',1*83'$7('3(56,7(3/$15 +3 83'$7('6,7(3/$1$''('3</216859(<,1)250$7,211(:0280(17$1'83'$7('$''5(665 +3 83'$7('6,7(3/$11(:%8,/',1*(/(9$7,216)257+(1(:7<3(&672+$9(72365 +3 83'$7('6,7(3/$172+$9(675,36.5,67(1+$0,/721%ϵϯͬϴΗϱΗs EdKE ,^/ K&/E dϱΖͲϭϭΗϱΖͲϭϭΗ&Ͳ^ͬ&t>>> ^/'E^> ͗ϯͬϰΗсϭΖͲϬΗKE ;ϭͿZ Yh/Z ͲDEh&dhZ E/E^d>>ϯϱ^Y͘&d͘ Es/ t'$/0$18)$&785,1*1(:&)$/2*2ϯΗ^ͬ&Z d/E Z> ^^ ydZh >hD͘t>>/E d͘t,/d > ϯDWEK'ZW,////&> y& t/d,ϯDηϯϲϯϬͲϱϯZ/E>Z dZE^>h Eds/Ez>WW>/ ϭ^d^hZ& ͘/E ddK W/Ed ' E ^/^D^/E'> ^d' ;'ϮͲ^ Z/ ^ͿZ ηϰϴϮϰϳ͘/Ed ZE>>z/>>hD/Ed ϳϭϬϬ<t,/d > ͛^͘ ϬϲϮϳϯϬϴZϰ,͘WzE ϭϮͬϬϯͬϮϬϮϬηϰϴϬϳϯϴϱϱ> y/E'dKEs E͘Z E,/>>^͕DE͘, RI$EĂƚŝŽŶĂů,ĞĂĚƋƵĂƌƚĞƌƐϭϰϮϬϭ^ŽǀĞƌĞŝŐŶZŽĂĚηϭϬϭ&ŽƌƚtŽƌƚŚ͕dyϳϲϭϱϱ;ϮϭϰͿϵϬϮͲϮϬϬϬ&Ădž;ϮϭϰͿϵϬϮͲϮϬϰϰ^ĂŶŶƚŽŶŝŽϭϳϯϭϵ^ĂŶWĞĚƌŽǀĞ^ƚĞϮϬϬ^ĂŶŶƚŽŶŝŽ͕dyϳϴϮϯϮ;ϮϭϬͿϯϰϵͲϯϴϬϰ&Ădž;ϮϭϬͿϯϰϵͲϴϳϮϰtĞƐƚŽĂƐƚϯϮϮϬ džĞĐƵƚŝǀĞZŝĚŐĞƌ^ƚĞϮϱϬsŝƐƚĂ͕ϵϮϬϴϭ;ϳϲϬͿϳϯϰͲϭϳϬϴ&Ădž;ϳϲϬͿϳϯϰͲϯϳϱϮEŽƌƚŚĞĂƐƚh^ϮϯϬϭZŝǀĞƌZŽĂĚ^ƚĞϮϬϭ>ŽƵŝƐǀŝůůĞ͕<zϰϬϮϬϲ;ϱϬϮͿϴϵϳͲϵϴϬϬĞůů;ϱϬϮͿϱϱϰͲϮϱϳϱ&ůŽƌŝĚĂϮϱϴϰ^ĂŶĚ,ŝůůWŽŝŶƚŝƌĐůĞĂǀĞŶƉŽƌƚ͕&>ϯϯϴϯϳ;ϴϲϯͿϰϮϬͲϭϭϬϬ&Ădž;ϴϲϯͿϰϮϰͲϭϭϲϬ'ĞŽƌŐŝĂϭϭϭtŽŽĚƐƚŽŶĞWůĂĐĞĂǁƐŽŶǀŝůůĞ͕'ϯϬϱϯϰ;ϲϳϴͿϳϮϱͲϴϴϱϮ&Ădž;ϮϭϬͿϯϰϵͲϴϳϮϰ^ŽƵƚŚdĞdžĂƐWKKyϭϮϱϮϬϲŽƌĂůƌŝǀĞWŽƌƚůĂŶĚ͕dyϳϴϯϳϰ;ϯϲϭͿϱϲϯͲϱϱϵϵ&Ădž;ϯϲϭͿϲϰϯͲϲϱϯϯ5 +3 83'$7('6,7(3/$1&%'(6,*1&+$1*($1':$<),1',1*83'$7('3(56,7(3/$15 +3 83'$7('6,7(3/$1$''('3</216859(<,1)250$7,211(:0280(17$1'83'$7('$''5(665 +3 83'$7('6,7(3/$11(:%8,/',1*(/(9$7,216)257+(1(:7<3(&672+$9(72365 +3 83'$7('6,7(3/$172+$9(675,36.5,67(1+$0,/721%' W^ϮϰWKt Z^hWW>zϭϮϬsͬϭ͘ϭDW^^/'EKDWηϮϬϮϱ^ͬ&Kz͘ϭΗdžϮΗdž͘ϭϮϱΗ>hD͘E'> ^d/&& E Zdd, dK&^/tͬϯͬϴΗ&^d E Z^^Z Yh/Z W Zt>>KE/d/KEϰΖͲϬΗK͘͘ϱΖͲϭϭΗϱΖͲϬΗK͘͘ϱЪΗϱΖͲϭϭΗϭϭПШЖΗ^t/d,ϭϭПШЖΗϱЪΗ^/'EKDWηϮϬϮϱ^ͬ&Kz͘^/'EKDWηϮϬϵϱ> d E^/KE&ZD Ks Z͘^/'EKDWηϮϬϴϱd E^/KE&ZD ^/'EKDWd E^/KE Z^/'EKDWηϱϯϱϬ&ZD Z ^/'EKDWηϱϭϳϬ,/E' ^Z tϭϭͬϮΗdžϭϭͬϮΗ^Y͘dh ͘</< Z&> y/> & ͘ϵϯͬϴΗ͘ϬϰϬΗWZ &/E/^, t,/d >hD͘<͘͘ϬϰϬΗWZ Ͳ&/E/^, t,/d >hD͘Ks ZϭΗdžϮΗdž͘ϭϮϱΗ>hD͘E'> ^d/&& E Zdd, dK&^/tͬϯͬϴΗ&^d E Z^^Z Yh/Z W Zt>>KE/d/KE^ d/KE d/>^> ϯΗсϭΖ;ϯϲͿ' d dZWKt ZDy;ϭͿ' W^ϮϰͲϭϬϬhϭ͘ϭDW^ϵϲDK^Dy> /'ZDͬ&ZD/E' d/>^> ϭͬϮΗсϭΖͲϬ͟;ϭϬͿZ Yh/Z DEh&dhZ E/E^d>>' d dZWKt ZDy>͘ ͘͘;ϭ͘ϱͬĨƚͿdKd>DKh> ^сϯϲ;ϮϰĨƚͿW Z/E ddKd>DW^сϭ͘ϭDW^ ,;ϭͿϭϮϬǀ͕ϮϬDW/Zh/dZ Yh/Z /E^d>>WZ/DZzW ZE͘ ͘͘h͘>͘> >Z Yh/Z /E^d>>^/'E' W ZE͘ ͘͘ ϬϲϮϳϯϬϴZϰ,͘WzE ϭϮͬϬϯͬϮϬϮϬηϰϴϬϳϯϴϱϱ> y/E'dKEs E͘Z E,/>>^͕DE͘, RI$EĂƚŝŽŶĂů,ĞĂĚƋƵĂƌƚĞƌƐϭϰϮϬϭ^ŽǀĞƌĞŝŐŶZŽĂĚηϭϬϭ&ŽƌƚtŽƌƚŚ͕dyϳϲϭϱϱ;ϮϭϰͿϵϬϮͲϮϬϬϬ&Ădž;ϮϭϰͿϵϬϮͲϮϬϰϰ^ĂŶŶƚŽŶŝŽϭϳϯϭϵ^ĂŶWĞĚƌŽǀĞ^ƚĞϮϬϬ^ĂŶŶƚŽŶŝŽ͕dyϳϴϮϯϮ;ϮϭϬͿϯϰϵͲϯϴϬϰ&Ădž;ϮϭϬͿϯϰϵͲϴϳϮϰtĞƐƚŽĂƐƚϯϮϮϬ džĞĐƵƚŝǀĞZŝĚŐĞƌ^ƚĞϮϱϬsŝƐƚĂ͕ϵϮϬϴϭ;ϳϲϬͿϳϯϰͲϭϳϬϴ&Ădž;ϳϲϬͿϳϯϰͲϯϳϱϮEŽƌƚŚĞĂƐƚh^ϮϯϬϭZŝǀĞƌZŽĂĚ^ƚĞϮϬϭ>ŽƵŝƐǀŝůůĞ͕<zϰϬϮϬϲ;ϱϬϮͿϴϵϳͲϵϴϬϬĞůů;ϱϬϮͿϱϱϰͲϮϱϳϱ&ůŽƌŝĚĂϮϱϴϰ^ĂŶĚ,ŝůůWŽŝŶƚŝƌĐůĞĂǀĞŶƉŽƌƚ͕&>ϯϯϴϯϳ;ϴϲϯͿϰϮϬͲϭϭϬϬ&Ădž;ϴϲϯͿϰϮϰͲϭϭϲϬ'ĞŽƌŐŝĂϭϭϭtŽŽĚƐƚŽŶĞWůĂĐĞĂǁƐŽŶǀŝůůĞ͕'ϯϬϱϯϰ;ϲϳϴͿϳϮϱͲϴϴϱϮ&Ădž;ϮϭϬͿϯϰϵͲϴϳϮϰ^ŽƵƚŚdĞdžĂƐWKKyϭϮϱϮϬϲŽƌĂůƌŝǀĞWŽƌƚůĂŶĚ͕dyϳϴϯϳϰ;ϯϲϭͿϱϲϯͲϱϱϵϵ&Ădž;ϯϲϭͿϲϰϯͲϲϱϯϯ5 +3 83'$7('6,7(3/$1&%'(6,*1&+$1*($1':$<),1',1*83'$7('3(56,7(3/$15 +3 83'$7('6,7(3/$1$''('3</216859(<,1)250$7,211(:0280(17$1'83'$7('$''5(665 +3 83'$7('6,7(3/$11(:%8,/',1*(/(9$7,216)257+(1(:7<3(&672+$9(72365 +3 83'$7('6,7(3/$172+$9(675,36.5,67(1+$0,/721&&ͲW>ϱͲϬ^> ͗ϯͬϰΗсϭΖͲϬΗd,Z ;ϯͿZ Yh/Z ͲDEh&dhZ E/E^d>>^ ^ d/KE d/>'$/0$18)$&785,1*1(:&)$/2*2>/s Z ͗ϯϯ^Y͘&d͘Ks Z>>Z ͗ϱϵ^Y͘&d͘ϭͲϯϱΖͲϬΗϮΖͲϲΗϯΖͲϰϭͬϴΗϭϭΖͲϵϭͬϰΗ ϬϲϮϳϯϬϴZϰ,͘WzE ϭϮͬϬϯͬϮϬϮϬηϰϴϬϳϯϴϱϱ> y/E'dKEs E͘Z E,/>>^͕DE͘, RI$EĂƚŝŽŶĂů,ĞĂĚƋƵĂƌƚĞƌƐϭϰϮϬϭ^ŽǀĞƌĞŝŐŶZŽĂĚηϭϬϭ&ŽƌƚtŽƌƚŚ͕dyϳϲϭϱϱ;ϮϭϰͿϵϬϮͲϮϬϬϬ&Ădž;ϮϭϰͿϵϬϮͲϮϬϰϰ^ĂŶŶƚŽŶŝŽϭϳϯϭϵ^ĂŶWĞĚƌŽǀĞ^ƚĞϮϬϬ^ĂŶŶƚŽŶŝŽ͕dyϳϴϮϯϮ;ϮϭϬͿϯϰϵͲϯϴϬϰ&Ădž;ϮϭϬͿϯϰϵͲϴϳϮϰtĞƐƚŽĂƐƚϯϮϮϬ džĞĐƵƚŝǀĞZŝĚŐĞƌ^ƚĞϮϱϬsŝƐƚĂ͕ϵϮϬϴϭ;ϳϲϬͿϳϯϰͲϭϳϬϴ&Ădž;ϳϲϬͿϳϯϰͲϯϳϱϮEŽƌƚŚĞĂƐƚh^ϮϯϬϭZŝǀĞƌZŽĂĚ^ƚĞϮϬϭ>ŽƵŝƐǀŝůůĞ͕<zϰϬϮϬϲ;ϱϬϮͿϴϵϳͲϵϴϬϬĞůů;ϱϬϮͿϱϱϰͲϮϱϳϱ&ůŽƌŝĚĂϮϱϴϰ^ĂŶĚ,ŝůůWŽŝŶƚŝƌĐůĞĂǀĞŶƉŽƌƚ͕&>ϯϯϴϯϳ;ϴϲϯͿϰϮϬͲϭϭϬϬ&Ădž;ϴϲϯͿϰϮϰͲϭϭϲϬ'ĞŽƌŐŝĂϭϭϭtŽŽĚƐƚŽŶĞWůĂĐĞĂǁƐŽŶǀŝůůĞ͕'ϯϬϱϯϰ;ϲϳϴͿϳϮϱͲϴϴϱϮ&Ădž;ϮϭϬͿϯϰϵͲϴϳϮϰ^ŽƵƚŚdĞdžĂƐWKKyϭϮϱϮϬϲŽƌĂůƌŝǀĞWŽƌƚůĂŶĚ͕dyϳϴϯϳϰ;ϯϲϭͿϱϲϯͲϱϱϵϵ&Ădž;ϯϲϭͿϲϰϯͲϲϱϯϯ5 +3 83'$7('6,7(3/$1&%'(6,*1&+$1*($1':$<),1',1*83'$7('3(56,7(3/$15 +3 83'$7('6,7(3/$1$''('3</216859(<,1)250$7,211(:0280(17$1'83'$7('$''5(665 +3 83'$7('6,7(3/$11(:%8,/',1*(/(9$7,216)257+(1(:7<3(&672+$9(72365 +3 83'$7('6,7(3/$172+$9(675,36.5,67(1+$0,/721&&ͲW>EKddK^> t>>EKd ͗D/E/D/ W E dZd/KE^KEd, t>>t/d,/E^ dZ/' ^;W/Ed ^tηϲϭϬϴ>dd Ϳ&ZKDKD͕ <͕ z EKd^KEd, ͚ŝ͛E > dZ/>t/Z/E'd,Zhd, DЬΗ/͘t W,K> ^>Kd /E>KtWK/EdK&,EE >^͘ϱΗϭΗ: t >/d dZ/DͲZ ϯͬϭϲΗd,<͘ͲηϮϳϵϯZ Zz>/& ^͘ϬϱϬΗ>hD/EhDZ dhZE^dW> dK͘ϬϲϯΗ>dZ͘<^EW/Ed dKDd,^, Zt/Et/>>/D^ηϲϭϬϴ>dd Z > DKh> ^&h>>z E>K^ Z DKd DKhEd WKt Z^hWW>zEKd ͗KE>z;ϯͿd,Z > dZ/>W E dZd/KE^>>Kt W Z ,^ dK&,EE >> dd Z^> dd Z^^W K&&t>>ϯͬϴ͟ϯͬϭϲΗd,<͘Zz>//^<WdD͘Z dhZE^tͬϭ^d͘^hZ& WW>/ ηϭϴϬDͲϱϯZ/E>Z s/Ez>Π'ZW,/^͘^dhͲDKhEd &>h^,dKt>>͘W> KZ/E'dKWZ s/Kh^W' ͘ϱͬϭϲΗdžϭЪΗ>'^D/E͘ϰW Z>dZ͘> dd ZͲƚŽͲ> dd Z^W>/ ^ŝŶt d, ZWZKK&^W>/ KyKZW/' KyW/' Ky'>sE/ D d>WKt Z^hWW>z E>K^hZ t dͬZz>Kd/KE^WZ/DZz > d͘^ Zs/ ďLJKd, Z^ϭͬϮΗdžϯΗZ/'/'>s͘E/WW> d,Z Λ ͘ EϭϮϬͲϮϳϳsϮϬϮͲWK> ^t/d, >>DyϭϬϱϬKs Z&KZ>K<Khdd'ͬ>K<t d, ZWZKK&^W>/ Ky ϬϲϮϳϯϬϴZϰ,͘WzE ϭϮͬϬϯͬϮϬϮϬηϰϴϬϳϯϴϱϱ> y/E'dKEs E͘Z E,/>>^͕DE͘, RI$EĂƚŝŽŶĂů,ĞĂĚƋƵĂƌƚĞƌƐϭϰϮϬϭ^ŽǀĞƌĞŝŐŶZŽĂĚηϭϬϭ&ŽƌƚtŽƌƚŚ͕dyϳϲϭϱϱ;ϮϭϰͿϵϬϮͲϮϬϬϬ&Ădž;ϮϭϰͿϵϬϮͲϮϬϰϰ^ĂŶŶƚŽŶŝŽϭϳϯϭϵ^ĂŶWĞĚƌŽǀĞ^ƚĞϮϬϬ^ĂŶŶƚŽŶŝŽ͕dyϳϴϮϯϮ;ϮϭϬͿϯϰϵͲϯϴϬϰ&Ădž;ϮϭϬͿϯϰϵͲϴϳϮϰtĞƐƚŽĂƐƚϯϮϮϬ džĞĐƵƚŝǀĞZŝĚŐĞƌ^ƚĞϮϱϬsŝƐƚĂ͕ϵϮϬϴϭ;ϳϲϬͿϳϯϰͲϭϳϬϴ&Ădž;ϳϲϬͿϳϯϰͲϯϳϱϮEŽƌƚŚĞĂƐƚh^ϮϯϬϭZŝǀĞƌZŽĂĚ^ƚĞϮϬϭ>ŽƵŝƐǀŝůůĞ͕<zϰϬϮϬϲ;ϱϬϮͿϴϵϳͲϵϴϬϬĞůů;ϱϬϮͿϱϱϰͲϮϱϳϱ&ůŽƌŝĚĂϮϱϴϰ^ĂŶĚ,ŝůůWŽŝŶƚŝƌĐůĞĂǀĞŶƉŽƌƚ͕&>ϯϯϴϯϳ;ϴϲϯͿϰϮϬͲϭϭϬϬ&Ădž;ϴϲϯͿϰϮϰͲϭϭϲϬ'ĞŽƌŐŝĂϭϭϭtŽŽĚƐƚŽŶĞWůĂĐĞĂǁƐŽŶǀŝůůĞ͕'ϯϬϱϯϰ;ϲϳϴͿϳϮϱͲϴϴϱϮ&Ădž;ϮϭϬͿϯϰϵͲϴϳϮϰ^ŽƵƚŚdĞdžĂƐWKKyϭϮϱϮϬϲŽƌĂůƌŝǀĞWŽƌƚůĂŶĚ͕dyϳϴϯϳϰ;ϯϲϭͿϱϲϯͲϱϱϵϵ&Ădž;ϯϲϭͿϲϰϯͲϲϱϯϯ5 +3 83'$7('6,7(3/$1&%'(6,*1&+$1*($1':$<),1',1*83'$7('3(56,7(3/$15 +3 83'$7('6,7(3/$1$''('3</216859(<,1)250$7,211(:0280(17$1'83'$7('$''5(665 +3 83'$7('6,7(3/$11(:%8,/',1*(/(9$7,216)257+(1(:7<3(&672+$9(72365 +3 83'$7('6,7(3/$172+$9(675,36.5,67(1+$0,/721''^> ͗ПШЖΗсϭΖͲϬΗ&Ͳϳ/'/d>KZ Z/E'^dd/KEdtK;ϮͿZ Yh/Z ͲDEh&dhZ Θ/E^d>>ϭϮ6833/,('%<86, ,167$//('%<&6, ϬϲϮϳϯϬϴZϰ,͘WzE ϭϮͬϬϯͬϮϬϮϬηϰϴϬϳϯϴϱϱ> y/E'dKEs E͘Z E,/>>^͕DE͘, RI$EĂƚŝŽŶĂů,ĞĂĚƋƵĂƌƚĞƌƐϭϰϮϬϭ^ŽǀĞƌĞŝŐŶZŽĂĚηϭϬϭ&ŽƌƚtŽƌƚŚ͕dyϳϲϭϱϱ;ϮϭϰͿϵϬϮͲϮϬϬϬ&Ădž;ϮϭϰͿϵϬϮͲϮϬϰϰ^ĂŶŶƚŽŶŝŽϭϳϯϭϵ^ĂŶWĞĚƌŽǀĞ^ƚĞϮϬϬ^ĂŶŶƚŽŶŝŽ͕dyϳϴϮϯϮ;ϮϭϬͿϯϰϵͲϯϴϬϰ&Ădž;ϮϭϬͿϯϰϵͲϴϳϮϰtĞƐƚŽĂƐƚϯϮϮϬ džĞĐƵƚŝǀĞZŝĚŐĞƌ^ƚĞϮϱϬsŝƐƚĂ͕ϵϮϬϴϭ;ϳϲϬͿϳϯϰͲϭϳϬϴ&Ădž;ϳϲϬͿϳϯϰͲϯϳϱϮEŽƌƚŚĞĂƐƚh^ϮϯϬϭZŝǀĞƌZŽĂĚ^ƚĞϮϬϭ>ŽƵŝƐǀŝůůĞ͕<zϰϬϮϬϲ;ϱϬϮͿϴϵϳͲϵϴϬϬĞůů;ϱϬϮͿϱϱϰͲϮϱϳϱ&ůŽƌŝĚĂϮϱϴϰ^ĂŶĚ,ŝůůWŽŝŶƚŝƌĐůĞĂǀĞŶƉŽƌƚ͕&>ϯϯϴϯϳ;ϴϲϯͿϰϮϬͲϭϭϬϬ&Ădž;ϴϲϯͿϰϮϰͲϭϭϲϬ'ĞŽƌŐŝĂϭϭϭtŽŽĚƐƚŽŶĞWůĂĐĞĂǁƐŽŶǀŝůůĞ͕'ϯϬϱϯϰ;ϲϳϴͿϳϮϱͲϴϴϱϮ&Ădž;ϮϭϬͿϯϰϵͲϴϳϮϰ^ŽƵƚŚdĞdžĂƐWKKyϭϮϱϮϬϲŽƌĂůƌŝǀĞWŽƌƚůĂŶĚ͕dyϳϴϯϳϰ;ϯϲϭͿϱϲϯͲϱϱϵϵ&Ădž;ϯϲϭͿϲϰϯͲϲϱϯϯ5 +3 83'$7('6,7(3/$1&%'(6,*1&+$1*($1':$<),1',1*83'$7('3(56,7(3/$15 +3 83'$7('6,7(3/$1$''('3</216859(<,1)250$7,211(:0280(17$1'83'$7('$''5(665 +3 83'$7('6,7(3/$11(:%8,/',1*(/(9$7,216)257+(1(:7<3(&672+$9(72365 +3 83'$7('6,7(3/$172+$9(675,36.5,67(1+$0,/721(ϴΗ &ZKD<K&hZ͘WZ</E'>KdͲZ/s d,Zh>E ͘EKd,hZdK WdW/ Z&KZEKWzE,KZ^͘ϮϰΗ/͘džϰΖͲϬΗ WKEZ d W/ Z&KhEd/KE͘ϭΗ/͘džϯϲΗ>>d,Z E,KZK>dǁŝƚŚϯϭͬϮΗWZK: d/KEKs 'Z ϵΖͲϬΗW/sKdϭϯΗdžϭϯΗdžϯͬϰΗ^d >^ W>d t/d,;ϰͿϭΗ/͘E,KZ^KEϵΗ Ed Z^/E /Z d/KE͘ϵΖͲϬΗϴΖͲϵΗϲΗϯΗdžϯΗdž͘ϮϱΗ>hD͘^Y͘dh t/d,WW E^͘d^ϲΗyϲΗy͘ϭϮϬΗ^d >dh Ed Z^hWWKZdǁŝƚŚЪΗd,<͘^d>͘WW>d ͘&>dhdKhd>hD͘KWzKE& K&ZD&/E' EdZzdKZ/s d,ZhdKDd,^tηϱϰϬϯ'Zz Ed/Z > ZE ZE,ZtZ dK WKt ZKd YWWͲϴϮϬDdd ><&/E/^,͘ϮΖͲϬΗ d, W>d KEZ ZK& Ed Z^hWWKZd d/>KE&K>>Kt/E'W' dKWK&hZϮΗϮϭͬϰΗϭΖͲϭϳͬϴΗϳϳͬϴΗϭϯͬϰΗϰϱΣϴΖͲϯСШИΗϳΗϵΖͲϳΗK͘͘>͘&KƐdK ^,/WW >KK^ >zEWW>/ KEZD&/E'dZ&&/d/E^d>>>Kd/KE&Ͳ> ZE Z^> ͗ϭͬϮΗсϭΖͲϬΗKE ;ϭͿZ Yh/Z ͲDEh&dhZ E/E^d>> ϭ6833/,('%<86, ,167$//('%<&6, ϬϲϮϳϯϬϴZϰ,͘WzE ϭϮͬϬϯͬϮϬϮϬηϰϴϬϳϯϴϱϱ> y/E'dKEs E͘Z E,/>>^͕DE͘, RI$EĂƚŝŽŶĂů,ĞĂĚƋƵĂƌƚĞƌƐϭϰϮϬϭ^ŽǀĞƌĞŝŐŶZŽĂĚηϭϬϭ&ŽƌƚtŽƌƚŚ͕dyϳϲϭϱϱ;ϮϭϰͿϵϬϮͲϮϬϬϬ&Ădž;ϮϭϰͿϵϬϮͲϮϬϰϰ^ĂŶŶƚŽŶŝŽϭϳϯϭϵ^ĂŶWĞĚƌŽǀĞ^ƚĞϮϬϬ^ĂŶŶƚŽŶŝŽ͕dyϳϴϮϯϮ;ϮϭϬͿϯϰϵͲϯϴϬϰ&Ădž;ϮϭϬͿϯϰϵͲϴϳϮϰtĞƐƚŽĂƐƚϯϮϮϬ džĞĐƵƚŝǀĞZŝĚŐĞƌ^ƚĞϮϱϬsŝƐƚĂ͕ϵϮϬϴϭ;ϳϲϬͿϳϯϰͲϭϳϬϴ&Ădž;ϳϲϬͿϳϯϰͲϯϳϱϮEŽƌƚŚĞĂƐƚh^ϮϯϬϭZŝǀĞƌZŽĂĚ^ƚĞϮϬϭ>ŽƵŝƐǀŝůůĞ͕<zϰϬϮϬϲ;ϱϬϮͿϴϵϳͲϵϴϬϬĞůů;ϱϬϮͿϱϱϰͲϮϱϳϱ&ůŽƌŝĚĂϮϱϴϰ^ĂŶĚ,ŝůůWŽŝŶƚŝƌĐůĞĂǀĞŶƉŽƌƚ͕&>ϯϯϴϯϳ;ϴϲϯͿϰϮϬͲϭϭϬϬ&Ădž;ϴϲϯͿϰϮϰͲϭϭϲϬ'ĞŽƌŐŝĂϭϭϭtŽŽĚƐƚŽŶĞWůĂĐĞĂǁƐŽŶǀŝůůĞ͕'ϯϬϱϯϰ;ϲϳϴͿϳϮϱͲϴϴϱϮ&Ădž;ϮϭϬͿϯϰϵͲϴϳϮϰ^ŽƵƚŚdĞdžĂƐWKKyϭϮϱϮϬϲŽƌĂůƌŝǀĞWŽƌƚůĂŶĚ͕dyϳϴϯϳϰ;ϯϲϭͿϱϲϯͲϱϱϵϵ&Ădž;ϯϲϭͿϲϰϯͲϲϱϯϯ5 +3 83'$7('6,7(3/$1&%'(6,*1&+$1*($1':$<),1',1*83'$7('3(56,7(3/$15 +3 83'$7('6,7(3/$1$''('3</216859(<,1)250$7,211(:0280(17$1'83'$7('$''5(665 +3 83'$7('6,7(3/$11(:%8,/',1*(/(9$7,216)257+(1(:7<3(&672+$9(72365 +3 83'$7('6,7(3/$172+$9(675,36.5,67(1+$0,/721(ϴΗ &ZKD<K&hZ͘WZ</E'>KdͲZ/s d,Zh>E ͘EKd,hZdK WdW/ Z&KZEKWzE,KZ^͘ϮϰΗ/͘džϰΖͲϬΗ WKEZ d W/ Z&KhEd/KE͘ϭΗ/͘džϯϲΗ>>d,Z E,KZK>dǁŝƚŚϯϭͬϮΗWZK: d/KEKs 'Z ϯΗdžϯΗdž͘ϭϴϳΗ^Y͘^d >dh t/d,WW E^͘&Ͳ> ZE Z^> ͗ϭͬϮΗсϭΖͲϬΗKE ;ϭͿZ Yh/Z ͲDEh&dhZ E/E^d>>&>dhdKhd>hD͘KWzKE& K&ZD&/E' EdZzdKZ/s d,ZhdKDd,^tηϱϰϬϯ'Zz&KƐdK ^,/WW >KK^ >zEWW>/ KEZD&/E'dZ&&/d/E^d>>>Kd/KEW/sKdϭϯΗdžϭϯΗdžϯͬϰΗ^d >^ W>d t/d,;ϰͿϭΗ/͘E,KZ^KEϵΗ Ed Z^/E /Z d/KE͘d^ϲΗyϲΗy͘ϭϮϬΗ^d >dh Ed Z^hWWKZdǁŝƚŚЪΗd,<͘^d>͘WW>d ͘ Ed/Z > ZE ZE,ZtZ dK WKt ZKd YWWͲϴϮϬDdd ><&/E/^,͘ d, W>d KEZ ZK& Ed Z^hWWKZd d/>KE&K>>Kt/E'W' ϵΖͲϬΗϳΗϵΖͲϳΗK͘͘>͘ϴΖͲϵΗϲΗϮΖͲϬΗϴΖͲϯСШИΗϵΖͲϬΗdKWK&hZϮΗϮϭͬϰΗϭΖͲϭϳͬϴΗϳϳͬϴΗϭϯͬϰΗϰϱΣ Ϯ6833/,('%<86, ,167$//('%<&6, ϬϲϮϳϯϬϴZϰ,͘WzE ϭϮͬϬϯͬϮϬϮϬηϰϴϬϳϯϴϱϱ> y/E'dKEs E͘Z E,/>>^͕DE͘, RI$EĂƚŝŽŶĂů,ĞĂĚƋƵĂƌƚĞƌƐϭϰϮϬϭ^ŽǀĞƌĞŝŐŶZŽĂĚηϭϬϭ&ŽƌƚtŽƌƚŚ͕dyϳϲϭϱϱ;ϮϭϰͿϵϬϮͲϮϬϬϬ&Ădž;ϮϭϰͿϵϬϮͲϮϬϰϰ^ĂŶŶƚŽŶŝŽϭϳϯϭϵ^ĂŶWĞĚƌŽǀĞ^ƚĞϮϬϬ^ĂŶŶƚŽŶŝŽ͕dyϳϴϮϯϮ;ϮϭϬͿϯϰϵͲϯϴϬϰ&Ădž;ϮϭϬͿϯϰϵͲϴϳϮϰtĞƐƚŽĂƐƚϯϮϮϬ džĞĐƵƚŝǀĞZŝĚŐĞƌ^ƚĞϮϱϬsŝƐƚĂ͕ϵϮϬϴϭ;ϳϲϬͿϳϯϰͲϭϳϬϴ&Ădž;ϳϲϬͿϳϯϰͲϯϳϱϮEŽƌƚŚĞĂƐƚh^ϮϯϬϭZŝǀĞƌZŽĂĚ^ƚĞϮϬϭ>ŽƵŝƐǀŝůůĞ͕<zϰϬϮϬϲ;ϱϬϮͿϴϵϳͲϵϴϬϬĞůů;ϱϬϮͿϱϱϰͲϮϱϳϱ&ůŽƌŝĚĂϮϱϴϰ^ĂŶĚ,ŝůůWŽŝŶƚŝƌĐůĞĂǀĞŶƉŽƌƚ͕&>ϯϯϴϯϳ;ϴϲϯͿϰϮϬͲϭϭϬϬ&Ădž;ϴϲϯͿϰϮϰͲϭϭϲϬ'ĞŽƌŐŝĂϭϭϭtŽŽĚƐƚŽŶĞWůĂĐĞĂǁƐŽŶǀŝůůĞ͕'ϯϬϱϯϰ;ϲϳϴͿϳϮϱͲϴϴϱϮ&Ădž;ϮϭϬͿϯϰϵͲϴϳϮϰ^ŽƵƚŚdĞdžĂƐWKKyϭϮϱϮϬϲŽƌĂůƌŝǀĞWŽƌƚůĂŶĚ͕dyϳϴϯϳϰ;ϯϲϭͿϱϲϯͲϱϱϵϵ&Ădž;ϯϲϭͿϲϰϯͲϲϱϯϯ5 +3 83'$7('6,7(3/$1&%'(6,*1&+$1*($1':$<),1',1*83'$7('3(56,7(3/$15 +3 83'$7('6,7(3/$1$''('3</216859(<,1)250$7,211(:0280(17$1'83'$7('$''5(665 +3 83'$7('6,7(3/$11(:%8,/',1*(/(9$7,216)257+(1(:7<3(&672+$9(72365 +3 83'$7('6,7(3/$172+$9(675,36.5,67(1+$0,/721)&Ͳ&>'ϮϬE͘d͘^͘KE ;ϭͿZ Yh/Z ͲWZKs/ E/E^d>>ϮE,>zZ;KƉƚŝŽŶĂůͿ^dEZ&>^,K>>ZϮϬΖͲϬΗ&>'WZKs/ z^/'ZKhE^> s EKEZ d /E^d>> zd, ' E Z>KEdZdKZWK> /E^d>> KEWZ Ͳ/E^d>> 'ZKhE^> s z^/'EKEdZdKZ, /',d &>'^/ ϮϬΖ ϯΖͲϲΗ ϯϬΗϮϰΗϲΖͲϭϬΖϮϱΖ ϯΖͲϲΗ ϯϬΗϮϰΗϲΖͲϭϬΖϯϬΖ ϯΖͲϲΗ ϯϬΗϮϰΗϲΖͲϭϬΖϯϱΖ ϰΖͲϬΗ ϯϲΗϯϬΗϲΖͲϭϬΖϰϬΖ ϰΖͲϲΗ ϰϮΗϯϲΗϭϮΖͲϭϴΖϰϱΖ ϱΖͲϬΗ ϰϴΗϰϮΗϭϮΖͲϭϴΖϱϬΖ ϱΖͲϲΗ ϰϴΗϰϮΗϭϮΖͲϭϴΖ&KhEd/KE^/ ^'K>EK/ ^WhE>hD͘>>͕&>h^,^ D^d>hD͘dZh<Z sK>s/E'EKEͲ&Kh>/E'dzW ^t/s >^EW^ΘKs Z^,>zZ;ZKW Ϳ,>zZKs Z;KWd/KE>Ϳ> dKs ZKy;KWd/KE>ͿϵΗ^d>hD͘> d;KWd/KE>ͿϵΗ^d>hD͘> d>hD͘&>^,K>>ZϯϬϬϬW^/KEZ d ,ZtKKt ' ^;^hWW>/ zKd, Z^Ϳ&/>>^W tͬW< Zz^E&KhEd/KE^> s ,Kd/W'>sE/ ^d >^d > Ed Z/E't ' ^^d >^ W>d ^d >^hWWKZdW>d t > dK'ZKhE^W/< & ϬϲϮϳϯϬϴZϰ,͘WzE ϭϮͬϬϯͬϮϬϮϬηϰϴϬϳϯϴϱϱ> y/E'dKEs E͘Z E,/>>^͕DE͘, RI$EĂƚŝŽŶĂů,ĞĂĚƋƵĂƌƚĞƌƐϭϰϮϬϭ^ŽǀĞƌĞŝŐŶZŽĂĚηϭϬϭ&ŽƌƚtŽƌƚŚ͕dyϳϲϭϱϱ;ϮϭϰͿϵϬϮͲϮϬϬϬ&Ădž;ϮϭϰͿϵϬϮͲϮϬϰϰ^ĂŶŶƚŽŶŝŽϭϳϯϭϵ^ĂŶWĞĚƌŽǀĞ^ƚĞϮϬϬ^ĂŶŶƚŽŶŝŽ͕dyϳϴϮϯϮ;ϮϭϬͿϯϰϵͲϯϴϬϰ&Ădž;ϮϭϬͿϯϰϵͲϴϳϮϰtĞƐƚŽĂƐƚϯϮϮϬ džĞĐƵƚŝǀĞZŝĚŐĞƌ^ƚĞϮϱϬsŝƐƚĂ͕ϵϮϬϴϭ;ϳϲϬͿϳϯϰͲϭϳϬϴ&Ădž;ϳϲϬͿϳϯϰͲϯϳϱϮEŽƌƚŚĞĂƐƚh^ϮϯϬϭZŝǀĞƌZŽĂĚ^ƚĞϮϬϭ>ŽƵŝƐǀŝůůĞ͕<zϰϬϮϬϲ;ϱϬϮͿϴϵϳͲϵϴϬϬĞůů;ϱϬϮͿϱϱϰͲϮϱϳϱ&ůŽƌŝĚĂϮϱϴϰ^ĂŶĚ,ŝůůWŽŝŶƚŝƌĐůĞĂǀĞŶƉŽƌƚ͕&>ϯϯϴϯϳ;ϴϲϯͿϰϮϬͲϭϭϬϬ&Ădž;ϴϲϯͿϰϮϰͲϭϭϲϬ'ĞŽƌŐŝĂϭϭϭtŽŽĚƐƚŽŶĞWůĂĐĞĂǁƐŽŶǀŝůůĞ͕'ϯϬϱϯϰ;ϲϳϴͿϳϮϱͲϴϴϱϮ&Ădž;ϮϭϬͿϯϰϵͲϴϳϮϰ^ŽƵƚŚdĞdžĂƐWKKyϭϮϱϮϬϲŽƌĂůƌŝǀĞWŽƌƚůĂŶĚ͕dyϳϴϯϳϰ;ϯϲϭͿϱϲϯͲϱϱϵϵ&Ădž;ϯϲϭͿϲϰϯͲϲϱϯϯ5 +3 83'$7('6,7(3/$1&%'(6,*1&+$1*($1':$<),1',1*83'$7('3(56,7(3/$15 +3 83'$7('6,7(3/$1$''('3</216859(<,1)250$7,211(:0280(17$1'83'$7('$''5(665 +3 83'$7('6,7(3/$11(:%8,/',1*(/(9$7,216)257+(1(:7<3(&672+$9(72365 +3 83'$7('6,7(3/$172+$9(675,36.5,67(1+$0,/721)&>'>/',d E/E'</dE͘d͘^͘KE ;ϭͿZ Yh/Z ͲWZKs/ E/E^d>>ϭͬϮΗ^,͘ϰϬW/W >>KzϲϬϲϯͲdϲϯͬϴΗ/͘,K> ϭͬϮΗ/͘>hD͘'ZKhE> ;ϳ^dZEϯͬϭϲΗ/͘t/Z ͿϲΖͲϬΗϱͬϴΗ/͘KWW Z>ZKyϱΖͲϬΗ>KE'Z^^'ZKhEKEE dKZtͬϭͬϮΗͲϭϯE, y, ^ d^Z tZ/>>ΘdWϱͬϭϲΗͲϭϴE,K> KE^/ K&^ W>d KZt/Z /Z d>zdKE,KZK>d^EZ Z;/& y/^d/E'Ϳ>/',dE/E'ZK^^ D>zZ/s E/EdK'ZKhE^,K ^ ^WhEKs ZϮΗ^WhEKs ZϭΗZ/>>ΘdWϱͬϭϲΗͲϭϴE,K> Edd,t/d,ϱͬϭϲΗK>ddKWK> ^> s >/',dE/E'ZK^^ D>zZ/s E/EdK'ZKhE'ZKhE^ d ϬϲϮϳϯϬϴZϰ,͘WzE ϭϮͬϬϯͬϮϬϮϬηϰϴϬϳϯϴϱϱ> y/E'dKEs E͘Z E,/>>^͕DE͘, RI$EĂƚŝŽŶĂů,ĞĂĚƋƵĂƌƚĞƌƐϭϰϮϬϭ^ŽǀĞƌĞŝŐŶZŽĂĚηϭϬϭ&ŽƌƚtŽƌƚŚ͕dyϳϲϭϱϱ;ϮϭϰͿϵϬϮͲϮϬϬϬ&Ădž;ϮϭϰͿϵϬϮͲϮϬϰϰ^ĂŶŶƚŽŶŝŽϭϳϯϭϵ^ĂŶWĞĚƌŽǀĞ^ƚĞϮϬϬ^ĂŶŶƚŽŶŝŽ͕dyϳϴϮϯϮ;ϮϭϬͿϯϰϵͲϯϴϬϰ&Ădž;ϮϭϬͿϯϰϵͲϴϳϮϰtĞƐƚŽĂƐƚϯϮϮϬ džĞĐƵƚŝǀĞZŝĚŐĞƌ^ƚĞϮϱϬsŝƐƚĂ͕ϵϮϬϴϭ;ϳϲϬͿϳϯϰͲϭϳϬϴ&Ădž;ϳϲϬͿϳϯϰͲϯϳϱϮEŽƌƚŚĞĂƐƚh^ϮϯϬϭZŝǀĞƌZŽĂĚ^ƚĞϮϬϭ>ŽƵŝƐǀŝůůĞ͕<zϰϬϮϬϲ;ϱϬϮͿϴϵϳͲϵϴϬϬĞůů;ϱϬϮͿϱϱϰͲϮϱϳϱ&ůŽƌŝĚĂϮϱϴϰ^ĂŶĚ,ŝůůWŽŝŶƚŝƌĐůĞĂǀĞŶƉŽƌƚ͕&>ϯϯϴϯϳ;ϴϲϯͿϰϮϬͲϭϭϬϬ&Ădž;ϴϲϯͿϰϮϰͲϭϭϲϬ'ĞŽƌŐŝĂϭϭϭtŽŽĚƐƚŽŶĞWůĂĐĞĂǁƐŽŶǀŝůůĞ͕'ϯϬϱϯϰ;ϲϳϴͿϳϮϱͲϴϴϱϮ&Ădž;ϮϭϬͿϯϰϵͲϴϳϮϰ^ŽƵƚŚdĞdžĂƐWKKyϭϮϱϮϬϲŽƌĂůƌŝǀĞWŽƌƚůĂŶĚ͕dyϳϴϯϳϰ;ϯϲϭͿϱϲϯͲϱϱϵϵ&Ădž;ϯϲϭͿϲϰϯͲϲϱϯϯ5 +3 83'$7('6,7(3/$1&%'(6,*1&+$1*($1':$<),1',1*83'$7('3(56,7(3/$15 +3 83'$7('6,7(3/$1$''('3</216859(<,1)250$7,211(:0280(17$1'83'$7('$''5(665 +3 83'$7('6,7(3/$11(:%8,/',1*(/(9$7,216)257+(1(:7<3(&672+$9(72365 +3 83'$7('6,7(3/$172+$9(675,36.5,67(1+$0,/7216,7(3/$11$1$,'/ϭͲϲ1$:<Ϯ<ϭ1$^/d W>EϮ^> ͗ϭͬϲϰΗсϭΖͲϬΗEKd ͗&KZ>Kd/KEK&h/>/E'^/'E^EZ/s Ͳd,Zh/d D^͖Z & ZdK^/d W>EϭKEW' Ϯ͘/ϭ/Ϯ/ϯ/ϰ/ϲ/ϱ:<ϭ<Ϯ,' ϬϲϮϳϯϬϴZϰ,͘WzE ϭϮͬϬϯͬϮϬϮϬηϰϴϬϳϯϴϱϱ> y/E'dKEs E͘Z E,/>>^͕DE͘, RI$EĂƚŝŽŶĂů,ĞĂĚƋƵĂƌƚĞƌƐϭϰϮϬϭ^ŽǀĞƌĞŝŐŶZŽĂĚηϭϬϭ&ŽƌƚtŽƌƚŚ͕dyϳϲϭϱϱ;ϮϭϰͿϵϬϮͲϮϬϬϬ&Ădž;ϮϭϰͿϵϬϮͲϮϬϰϰ^ĂŶŶƚŽŶŝŽϭϳϯϭϵ^ĂŶWĞĚƌŽǀĞ^ƚĞϮϬϬ^ĂŶŶƚŽŶŝŽ͕dyϳϴϮϯϮ;ϮϭϬͿϯϰϵͲϯϴϬϰ&Ădž;ϮϭϬͿϯϰϵͲϴϳϮϰtĞƐƚŽĂƐƚϯϮϮϬ džĞĐƵƚŝǀĞZŝĚŐĞƌ^ƚĞϮϱϬsŝƐƚĂ͕ϵϮϬϴϭ;ϳϲϬͿϳϯϰͲϭϳϬϴ&Ădž;ϳϲϬͿϳϯϰͲϯϳϱϮEŽƌƚŚĞĂƐƚh^ϮϯϬϭZŝǀĞƌZŽĂĚ^ƚĞϮϬϭ>ŽƵŝƐǀŝůůĞ͕<zϰϬϮϬϲ;ϱϬϮͿϴϵϳͲϵϴϬϬĞůů;ϱϬϮͿϱϱϰͲϮϱϳϱ&ůŽƌŝĚĂϮϱϴϰ^ĂŶĚ,ŝůůWŽŝŶƚŝƌĐůĞĂǀĞŶƉŽƌƚ͕&>ϯϯϴϯϳ;ϴϲϯͿϰϮϬͲϭϭϬϬ&Ădž;ϴϲϯͿϰϮϰͲϭϭϲϬ'ĞŽƌŐŝĂϭϭϭtŽŽĚƐƚŽŶĞWůĂĐĞĂǁƐŽŶǀŝůůĞ͕'ϯϬϱϯϰ;ϲϳϴͿϳϮϱͲϴϴϱϮ&Ădž;ϮϭϬͿϯϰϵͲϴϳϮϰ^ŽƵƚŚdĞdžĂƐWKKyϭϮϱϮϬϲŽƌĂůƌŝǀĞWŽƌƚůĂŶĚ͕dyϳϴϯϳϰ;ϯϲϭͿϱϲϯͲϱϱϵϵ&Ădž;ϯϲϭͿϲϰϯͲϲϱϯϯ5 +3 83'$7('6,7(3/$1&%'(6,*1&+$1*($1':$<),1',1*83'$7('3(56,7(3/$15 +3 83'$7('6,7(3/$1$''('3</216859(<,1)250$7,211(:0280(17$1'83'$7('$''5(665 +3 83'$7('6,7(3/$11(:%8,/',1*(/(9$7,216)257+(1(:7<3(&672+$9(72365 +3 83'$7('6,7(3/$172+$9(675,36.5,67(1+$0,/721*+ϭΖͲϬΗϭΖͲϬΗ&Ͳ^ͬ&,^/'E^> ͗ϯͬϰΗсϭΖͲϬΗKE ;ϭͿZ Yh/Z ͲDEh&dhZ E/E^d>>ϭ͘ϱ^Y͘&d͘&Ͳ^ͬ&,s^/'E^> ͗ϯͬϰΗсϭΖͲϬΗKE ;ϭͿZ Yh/Z ͲDEh&dhZ 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džĞĐƵƚŝǀĞZŝĚŐĞƌ^ƚĞϮϱϬsŝƐƚĂ͕ϵϮϬϴϭ;ϳϲϬͿϳϯϰͲϭϳϬϴ&Ădž;ϳϲϬͿϳϯϰͲϯϳϱϮEŽƌƚŚĞĂƐƚh^ϮϯϬϭZŝǀĞƌZŽĂĚ^ƚĞϮϬϭ>ŽƵŝƐǀŝůůĞ͕<zϰϬϮϬϲ;ϱϬϮͿϴϵϳͲϵϴϬϬĞůů;ϱϬϮͿϱϱϰͲϮϱϳϱ&ůŽƌŝĚĂϮϱϴϰ^ĂŶĚ,ŝůůWŽŝŶƚŝƌĐůĞĂǀĞŶƉŽƌƚ͕&>ϯϯϴϯϳ;ϴϲϯͿϰϮϬͲϭϭϬϬ&Ădž;ϴϲϯͿϰϮϰͲϭϭϲϬ'ĞŽƌŐŝĂϭϭϭtŽŽĚƐƚŽŶĞWůĂĐĞĂǁƐŽŶǀŝůůĞ͕'ϯϬϱϯϰ;ϲϳϴͿϳϮϱͲϴϴϱϮ&Ădž;ϮϭϬͿϯϰϵͲϴϳϮϰ^ŽƵƚŚdĞdžĂƐWKKyϭϮϱϮϬϲŽƌĂůƌŝǀĞWŽƌƚůĂŶĚ͕dyϳϴϯϳϰ;ϯϲϭͿϱϲϯͲϱϱϵϵ&Ădž;ϯϲϭͿϲϰϯͲϲϱϯϯ5 +3 83'$7('6,7(3/$1&%'(6,*1&+$1*($1':$<),1',1*83'$7('3(56,7(3/$15 +3 83'$7('6,7(3/$1$''('3</216859(<,1)250$7,211(:0280(17$1'83'$7('$''5(665 +3 83'$7('6,7(3/$11(:%8,/',1*(/(9$7,216)257+(1(:7<3(&672+$9(72365 +3 83'$7('6,7(3/$172+$9(675,36.5,67(1+$0,/721,ϮΖͲϬΗϮΖͲϬΗϲΖͲϬΗϴΖͲϬΗK͘͘,͘& & dKWs/ t^> ͗вΗсϭΖͲϬΗϮΖͲϬΗϭΖͲϬΗ&ͲKdͬ&^dKWͬE ^/'E^> ͗ϯͬϰΗсϭΖͲϬΗ^/y;ϲͿZ Yh/Z ͲDEh&dhZ E/E^d>>ϰ^Y͘&d͘ϭϭͬϮΗZ/h^'Z EKd ͗/&^/'E/^>Kd KE^/ t><͕d, E/d/^d, Z ^WKE^//>/dzK&d, ' E Z>KEdZdKZdK/E^d>>Ws^> s /EdKd, KEZ d t, Ed, ^/ t></^WKhZ WZ/KZdK/E^d>>d/KEK&d, ^/'E͘>ͲDEh&dhZ/E'DhdWE >ͲhWW Z^ <K&ΖE ΖWE >WdDdd, t^EϮϬϮt,/d ϯDηϲϴϬͲϭϬZ &> d/s t,/d ϯDηϲϴϬͲϴϮZ &> d/s Z 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83'$7('6,7(3/$1$''('3</216859(<,1)250$7,211(:0280(17$1'83'$7('$''5(665 +3 83'$7('6,7(3/$11(:%8,/',1*(/(9$7,216)257+(1(:7<3(&672+$9(72365 +3 83'$7('6,7(3/$172+$9(675,36.5,67(1+$0,/721-ϮΖͲϬΗϭΖͲϬΗ&ͲKd^ͬ&E ^/'E^> ͗ϯͬϰΗсϭΖͲϬΗKE ;ϭͿZ Yh/Z ͲDEh&dhZ E/E^d>>ϰ^Y͘&d͘ϮΖͲϬΗϮΖͲϬΗϲΖͲϬΗϴΖͲϬΗK͘͘,͘'Z ϭϭͬϮΗZ/h^>ͲDEh&dhZ/E'DhdWE >ͲhWW Z^ :^W /&/d/KE^^/'EWE >͘ϬϴϬ>hD/EhDWE >t/d,<W/Ed Ddd, t^ηϳϰϭϱϱ<͘ZKE ͕^ D/Ͳ'>K^^EZ &> d/s s/Ez>'ZW,/^WW>/ ϭ^d^hZ& ͘^/'EWE >/^dK ^ hZ dK^/'EWK^dt/d,Ehd^EK>d^W/Ed dKDd,s/Ez><'ZKhE^/'EWK^dϮΗdžϮΗ^YhZ >hD/EhDdh/E'͕WW KEdKW͘W/Ed Ddd, t^ηϳϰϭϱϱ<͘ZKE ͕^ D/Ͳ'>K^^͘EKd ͗/&^/'E/^>Kd KE^/ t><͕d, E/d/^d, Z ^WKE^//>/dzK&d, ' E Z>KEdZdKZdK/E^d>>Ws^> s /EdKd, KEZ d t, Ed, ^/ t></^WKhZ WZ/KZdK/E^d>>d/KEK&d, ^/'E͘ϯDηϲϴϬͲϭϬZ &> d/s t,/d ϯDηϲϴϬͲϴϮZ &> d/s Z ϭϱΗ,K> ^ ϬϲϮϳϯϬϴZϰ,͘WzE ϭϮͬϬϯͬϮϬϮϬηϰϴϬϳϯϴϱϱ> y/E'dKEs E͘Z E,/>>^͕DE͘, 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/EdKd, KEZ d t, Ed, ^/ t></^WKhZ WZ/KZdK/E^d>>d/KEK&d, ^/'E͘ϯDηϲϴϬͲϭϬZ &> d/s t,/d ϯDηϲϴϬͲϴϮZ &> d/s Z ^W /&/d/KE^^/'EWE >͘ϬϴϬ>hD/EhDWE >t/d,<W/Ed Ddd, t^ηϳϰϭϱϱ<͘ZKE ͕^ D/Ͳ'>K^^EZ &> d/s s/Ez>'ZW,/^WW>/ ϭ^d^hZ& ͘^/'EWK^dϮΗdžϮΗ^YhZ >hD/EhDdh/E'͕WW KEdKW͘W/Ed Ddd, t^ηϳϰϭϱϱ<͘ZKE ͕^ D/Ͳ'>K^^͘ ϬϲϮϳϯϬϴZϰ,͘WzE ϭϮͬϬϯͬϮϬϮϬηϰϴϬϳϯϴϱϱ> y/E'dKEs E͘Z E,/>>^͕DE͘, RI$EĂƚŝŽŶĂů,ĞĂĚƋƵĂƌƚĞƌƐϭϰϮϬϭ^ŽǀĞƌĞŝŐŶZŽĂĚηϭϬϭ&ŽƌƚtŽƌƚŚ͕dyϳϲϭϱϱ;ϮϭϰͿϵϬϮͲϮϬϬϬ&Ădž;ϮϭϰͿϵϬϮͲϮϬϰϰ^ĂŶŶƚŽŶŝŽϭϳϯϭϵ^ĂŶWĞĚƌŽǀĞ^ƚĞϮϬϬ^ĂŶŶƚŽŶŝŽ͕dyϳϴϮϯϮ;ϮϭϬͿϯϰϵͲϯϴϬϰ&Ădž;ϮϭϬͿϯϰϵͲϴϳϮϰtĞƐƚŽĂƐƚϯϮϮϬ džĞĐƵƚŝǀĞZŝĚŐĞƌ^ƚĞϮϱϬsŝƐƚĂ͕ϵϮϬϴϭ;ϳϲϬͿϳϯϰͲϭϳϬϴ&Ădž;ϳϲϬͿϳϯϰͲϯϳϱϮEŽƌƚŚĞĂƐƚh^ϮϯϬϭZŝǀĞƌZŽĂĚ^ƚĞϮϬϭ>ŽƵŝƐǀŝůůĞ͕<zϰϬϮϬϲ;ϱϬϮͿϴϵϳͲϵϴϬϬĞůů;ϱϬϮͿϱϱϰͲϮϱϳϱ&ůŽƌŝĚĂϮϱϴϰ^ĂŶĚ,ŝůůWŽŝŶƚŝƌĐůĞĂǀĞŶƉŽƌƚ͕&>ϯϯϴϯϳ;ϴϲϯͿϰϮϬͲϭϭϬϬ&Ădž;ϴϲϯͿϰϮϰͲϭϭϲϬ'ĞŽƌŐŝĂϭϭϭtŽŽĚƐƚŽŶĞWůĂĐĞĂǁƐŽŶǀŝůůĞ͕'ϯϬϱϯϰ;ϲϳϴͿϳϮϱͲϴϴϱϮ&Ădž;ϮϭϬͿϯϰϵͲϴϳϮϰ^ŽƵƚŚdĞdžĂƐWKKyϭϮϱϮϬϲŽƌĂůƌŝǀĞWŽƌƚůĂŶĚ͕dyϳϴϯϳϰ;ϯϲϭͿϱϲϯͲϱϱϵϵ&Ădž;ϯϲϭͿϲϰϯͲϲϱϯϯ5 +3 83'$7('6,7(3/$1&%'(6,*1&+$1*($1':$<),1',1*83'$7('3(56,7(3/$15 +3 83'$7('6,7(3/$1$''('3</216859(<,1)250$7,211(:0280(17$1'83'$7('$''5(665 +3 83'$7('6,7(3/$11(:%8,/',1*(/(9$7,216)257+(1(:7<3(&672+$9(72365 +3 83'$7('6,7(3/$172+$9(675,36.5,67(1+$0,/721/0s/Ez>KWz^,KtE/E'Zz&KZs/^h>WhZWK^ ^KE>zKKZ > sd/KE^^> ͗ϯͬϴΗсϭΖͲϬΗ&ͲZ ^^sz>^> ͗ϭϭͬϮΗсϭΖͲϬΗdtK;ϮͿZ Yh/Z ͲDEh&dhZ E/E^d>>KWzdK KWYh t,/d s/Ez>͕WW>/ ϭ^d^hZ& ͘; yd Z/KZK&KKZͿ ,/'/d>WZ/Ed>K'KdK hd/E/s/h>>z&ͲKKZsz>^> ͗ϭϭͬϮΗсϭΖͲϬΗd,Z ;ϯͿZ Yh/Z ͲDEh&dhZ Θ/E^d>>KWzdK KWYh t,/d s/Ez>͕WW>/ ϭ^d^hZ& ͘; yd Z/KZK&KKZͿ ,/'/d>WZ/Ed>K'KdK hd/E/s/h>>zs/Ez>EKd ͗ ydZs/Ez>EhD Z^dK /E>h KEs/Ez>^, d&KZ>d Zh^ K&WK^^/> ,KhZ,E' ͘ϴΗ>Ϯ>ϭDϭͲϯ Memorandum www.srfconsulting.com 3701 Wayzata Boulevard, Suite 100 | Minneapolis, MN 55416-3791 | 763.475.0010 Fax: 1.866.440.6364 An Equal Opportunity Employer SRF No. 14324.00 To: Joe Vavrina, PE, LEED AP, Senior Project Manager HR Green | Land Development From: Jeff Bednar, TOPS, Senior Traffic Engineering Specialist Date: March 26, 2021 Subject: Chick-fil-A - Arden Hills, MN | Traffic Study Introduction SRF has completed a traffic study for the proposed Chick-fil-A development, which is located in the northwest quadrant of the Lexington Avenue and Red Fox Road intersection in the City of Arden Hills (see Figure 1: Project Location). The primary objectives of the study are to review existing operations within the study area, identify any transportation impacts both externally and internally to the site, and recommend improvements to address any issues, if necessary. The following information provides the assumptions, analysis, and study recommendations offered for consideration. Existing Conditions Existing conditions were reviewed to establish a baseline and identify any future impacts associated with the proposed development. Evaluation of the existing conditions includes a review of traffic volumes, roadway characteristics, and an intersection capacity analysis, which are summarized in the following sections. Traffic Volumes Weekday a.m. and p.m. peak period vehicular turning movement and pedestrian/bicyclist counts were collected by SRF during the week of February 22, 2021 at the following study intersections: x Lexington Avenue and Red Fox Road (traffic signal controlled) x Red Fox Road and East Site Access x Red Fox Road and West Site Access Historical average daily traffic (ADT) volumes were provided by the Minnesota Department of Transportation (MnDOT) for the study area. Note that traffic data collection efforts were conducted during the COVID-19 pandemic and traffic volumes were estimated to be approximately 20 to 30 percent lower than normal conditions for the study area. Therefore, the newly collected turning movements were adjusted to reflect non-COVID conditions by using a combination of recently collected ADT volumes in the study area between 2016 and 2019 and turning movement counts collected/developed as part of the Lexington Station Traffic Study completed by SRF in May 2013 $WWDFKPHQW* Figure 1 Project Location Chick-fil-A | Arden Hills | Traffic Study HR Green | Land Development | City of Arden Hills, Minnesota H:\Projects\14324\TS\Figures\Figure1 02114324 March 2021 N Lexington Avenue Red Fox Road Grey Fox Road Target Road County Road E Proposed Site Chick-fil-A - Arden Hills, MN | Traffic Study March 26, 2021 Page 3 Roadway Characteristics A field assessment was completed to identify various roadway characteristics within the transportation system study area, such as functional classification, general configuration, and posted speed limit. A summary of these roadway characteristics is shown in Table 1. Note that these are general characteristics and that there are some deviations within portions of roadway segments. For example, Red Fox Road is a two-lane undivided roadway that transitions into a three-lane undivided roadway with a continuous center two-way left-turn lane east of Lexington Avenue. Table 1. Existing Roadway Characteristics (1) Functional Classification based on MnDOT’s Functional Classification GIS. (2) Red Fox Road transitions from a two-lane undivided roadway to a 3-lane undivided roadway with a continuous center two-way left-turn lane east of Lexington Avenue. Lexington Avenue/Red Fox Road is a traffic signal-controlled intersection while the two other study intersections are unsignalized with side-street stop control. Existing geometrics, traffic controls, and traffic volumes in the study area are shown in Figure 2. Intersection Operations Analysis An operations analysis was conducted to determine how traffic is currently operating at the study intersections. All intersections were analyzed using Synchro/SimTraffic computer model. Capacity analysis results identify a Level of Service (LOS) which indicates how well an intersection is operating. Intersections are ranked from LOS A through LOS F. The LOS results are based on average delay per vehicle results from SimTraffic, which correspond to the delay threshold values shown in Table 2. LOS A indicates the best traffic operation and LOS F indicates an intersection where demand exceeds capacity. Overall intersection LOS A through D is generally considered acceptable by drivers in the Twin Cities Metropolitan Area. Table 2. Level of Service Criteria for Signalized and Unsignalized Intersections LOS Designation Signalized Intersection Average Delay/Vehicle (seconds) Unsignalized Intersection Average Delay/Vehicle (seconds) A ≤ 10 ≤ 10 B > 10 - 20 > 10 - 15 C > 20 - 35 > 15 - 25 D > 35 - 55 > 25 - 35 E > 55 - 80 > 35 - 50 F > 80 > 50 Roadway Functional Classification (1) General Configuration Posted Speed Limit (mph) Lexington Avenue Minor Arterial 5-lane undivided 40 Red Fox Road Local Road 2-lane undivided/3-lane undivided (2) 30 Figure 2 Existing Conditions Chick-fil-A | Arden Hills | Traffic Study HR Green | Land Development | City of Arden Hills, Minnesota H:\Projects\14324\TS\Figures\Figure2 02114324 March 2021 N Lexington Avenue Red Fox Road Target Road Proposed Site Lexington Ave Red Fox Rd Red Fox Rd Red Fox Rd West Site Access East Site Access 0 (0) 300 (160) 0 (0) 300 (160) 0 (0) 0 (0) 0 (0) 0 (0) (0) 0 (370) 130 (0) 0 (370) 130 Chick-fil-A - Arden Hills, MN | Traffic Study March 26, 2021 Page 5 For side-street stop-controlled intersections, special emphasis is given to providing an estimate for the level of service of the side-street approach. Traffic operations at an unsignalized intersection with side- street stop control can be described in two ways. First, consideration is given to the overall intersection level of service. This considers the total number of vehicles entering the intersection and the capability of the intersection to support these volumes. Second, it is important to consider the delay on the minor approach. Since the mainline does not have to stop, most of the delay is attributed to the side-street approaches. It is typical of intersections with higher mainline traffic volumes to experience high levels of delay (poor levels of service) on the side- street approaches, but an acceptable overall intersection level of service during peak hours. Results of the existing operations analysis shown in Table 3 indicate that all study intersections operate at an acceptable LOS D or better during the a.m. and p.m. peak hours with the existing traffic control, geometric layout, and signal timing. Table 3. Existing Intersection Capacity Analysis Intersection A.M. Peak Hour P.M. Peak Hour LOS Delay LOS Delay Lexington Avenue / Red Fox Road B 11 sec D 37 sec Red Fox Road / East Chick-fil-A Site Access (1) N/A N/A N/A N/A Red Fox Road / West Chick-fil-A Site Access (1) N/A N/A N/A N/A (1) Indicates an unsignalized intersection with side-street stop control, where the overall LOS is shown followed by the worst approach LOS. The delay shown represents the worst side-street approach delay. N/A - The subject site is currently vacant. The following information summarizes the operational and/or queueing issues identified as part of the existing capacity analysis: x Lexington Avenue/Red Fox Road: o Southbound left-turn queues extend beyond turn lane storage and into the Lexington Avenue/ I-694 South Ramp intersection approximately 25 percent of the p.m. peak hour. These queues cause friction over the I-694 bridge, as the left-turn queues restrict the through volume along Lexington Avenue to one (1) lane. o Eastbound left-turn queues extend beyond the existing/subject west site access approximately 25 percent of the p.m. peak hour. o Westbound right-turn queues extend beyond turn lane storage approximately 25 percent of the p.m. peak hour. x Red Fox Road/Chick-fil-A Site Access Locations: o Since the existing site of the proposed Chick-fil-A is currently vacant (Perkins restaurant closed in 2019) there is no traffic entering or exiting the site at these locations at this time. Chick-fil-A - Arden Hills, MN | Traffic Study March 26, 2021 Page 6 Planned Transportation Improvements Ramsey County has programmed a reconstruction project for Lexington Avenue from County Road E to I-694. The reconstruction project includes replacing aging and deteriorating pavement, replacing traffic signals, and improving pedestrian and bicycle facilities. As part of the reconstruction project, Lexington Avenue will be converted from a 5-lane undivided roadway to a 4- lane divided roadway with left- and right-turn lanes. Dual southbound left-turn lanes and an eastbound right-turn lane are planned to be constructed at the Lexington Avenue/Red Fox Road intersection, which are expected to mitigate existing queuing issues at the intersection. In addition, access management strategies will be implemented along the corridor. The reconstruction project is expected to be completed by 2023, therefore, for the purpose of this study, the reconstruction project was assumed under year 2023 no build and build conditions. Year 2023 No Build Conditions To understand how the planned transportation improvements and general background growth are expected to impact the study intersections, year 2023 no build conditions were reviewed. Note that the year 2023 represents one-year post construction of the proposed development and includes the Lexington Avenue reconstruction project. General Background Traffic Growth To account for general background growth in the area, an annual growth rate of one-half percent was applied to the existing peak hour traffic volumes to develop year 2023 background traffic forecasts. This growth rate is consistent with future traffic volume projections identified in the City of Arden Hills - 2040 Comprehensive Plan and with historical growth in the study area based on MnDOT AADT volumes. The proposed Lexington Station Phase 3 development-generated traffic was also included. Intersection Capacity Analysis To determine how the adjacent roadway network will accommodate the year 2023 no build traffic volumes, an intersection capacity analysis was completed using Synchro/SimTraffic computer model. Year 2023 no build traffic forecasts, which include general background growth and the planned transportation improvements, are shown in Figure 3. As mentioned previously, the Lexington Avenue reconstruction project was assumed, and signal timing was optimized. Figure 3 Year 2023 No Build Conditions Chick-fil-A | Arden Hills | Traffic Study HR Green | Land Development | City of Arden Hills, Minnesota H:\Projects\14324\TS\Figures\Figure3 02114324 March 2021 N Lexington Avenue Red Fox Road Target Road Proposed Site Lexington Ave Red Fox Rd Red Fox Rd Red Fox Rd West Site Access East Site Access 0 (0) 365 (245) 0 (0) 365 (245) 0 (0) 0 (0) 0 (0) 0 (0) (0) 0 (475) 185 (0) 0 (475) 185 Chick-fil-A - Arden Hills, MN | Traffic Study March 26, 2021 Page 8 Results of the year 2023 no build intersection capacity analysis, shown in Table 4, indicate that all intersections are expected to operate at a LOS C or better during peak hours. With the Lexington Avenue reconstruction project, the Lexington Avenue/Red Fox Road intersection is expected to improve from an overall LOS D to a LOS C during the p.m. peak hour. In addition, queueing on all approaches of the intersection is expected to be significantly reduced, and the maximum southbound left-turn queue is not expected to extend beyond the proposed dual-lane storage. Table 4. 2023 No Build Intersection Capacity Analysis Intersection LOS (Delay) A.M. Peak Hour P.M. Peak Hour Lexington Avenue / Red Fox Road A (9 sec) C (23 sec) Red Fox Road / East Chick-fil-A Site Access (1) N/A N/A Red Fox Road / West Chick-fil-A Site Access (1) N/A N/A (1) Indicates an unsignalized intersection with side-street stop control, where the overall LOS is shown followed by the worst approach LOS. The delay shown represents the worst side-street approach delay. N/A - The subject site was assumed to be vacant. The following information summarizes the operational issues that warrant consideration as under year 2023 no build conditions: x Lexington Avenue/Red Fox Road: o Eastbound left-turn queues may extend beyond the existing/subject west site access approximately 50 percent of the p.m. peak hour. x Red Fox Road/Chick-fil-A Site Access Locations: o The proposed Chick-fil-A site was assumed to be vacant, with no traffic entering or exiting. Proposed Development The proposed development, shown in Figure 4, includes construction of a 4,995 square foot Chick- fil-A, fast food restaurant with dual drive-thru lanes to be located in the northwest quadrant of the Lexington Avenue/Red Fox Road intersection. This development would replace the existing building on-site (previously a Perkins restaurant, permanently closed in 2019), which remained vacant during traffic data collection efforts. The proposed development is expected to be fully constructed and open by February 2022. As mentioned previously, Lexington Avenue is expected to be reconstructed independent of the proposed development. Year 2023 Build Conditions To identify potential impacts associated with the proposed development, traffic forecasts for year 2023 conditions (i.e. one-year after opening) were developed. The year 2023 conditions consider general background growth and traffic generated by the proposed development. The following sections provide detail on the proposed development trip generation, intersection capacity analysis, and potential improvements. Figure 4 Proposed Site Plan Chick-fil-A | Arden Hills | Traffic Study HR Green | Land Development | City of Arden Hills, Minnesota H:\Projects\14324\TS\Figures\Figure4 02114324 March 2021 Lexington Avenue Red Fox Road Chick-fil-A - Arden Hills, MN | Traffic Study March 26, 2021 Page 10 Trip Generation To account for traffic impacts associated with the proposed development, trip generation estimates for the weekday a.m. and p.m. peak hours and a daily basis were developed. The trip generation estimates, shown in Table 5, were developed using the ITE Trip Generation Manual, 10th Edition. Note that no pass-by or diverted trip reductions were applied to provide a conservative estimate. Table 5. Trip Generation Estimates Land Use Type (ITE Code) Size A.M. Trips P.M. Trips Daily Trips In Out In Out Fast Food Restaurant w/Drive-Thru (934) 4,995 sf 102 98 85 78 2,352 Results of the trip generation estimates indicate that the proposed development is expected to generate approximately 200 a.m. peak hour, 163 p.m. peak hour and 2,352 daily trips. Trips generated were distributed throughout the area based on the directional distribution shown in Figure 5, which was developed based on existing travel patterns and engineering judgement. The resultant year 2023 traffic forecasts, which include trips generated by the development, are shown in Figure 6. Intersection Operations Analysis To understand how the adjacent roadway network is expected to operate under year 2023 build conditions, a detailed intersection capacity analysis was completed using Synchro/SimTraffic computer model. Similar to 2023 no build conditions, the Lexington Avenue reconstruction project was assumed to be completed and signal timing was optimized. Results of the year 2023 build intersection capacity analysis, shown in Table 6, indicate that all intersections are expected to operate at a LOS C or better during peak hours. With the Lexington Avenue reconstruction project, the Lexington Avenue/Red Fox Road intersection is expected to continue to operate at an overall LOS C during the p.m. peak hour. Table 6. 2023 Build Intersection Capacity Analysis Intersection LOS (Delay) A.M. Peak Hour P.M. Peak Hour Lexington Avenue / Red Fox Road B (12 sec) C (26 sec) Red Fox Road / Chick-fil-A East Site Access [Enter Only] (1) A/B (10 sec) A/B (11 sec) Red Fox Road / Chick-fil-A West Site Access [Exit Only] (1) A/B (12 sec) A/C (18 sec) (1) Indicates an unsignalized intersection with side-street stop control, where the overall LOS is shown followed by the worst approach LOS. The delay shown represents the worst side-street approach delay. The following information summarizes the operational issues that warrant consideration under year 2023 build conditions and as development occurs: Figure 5 Site-Generated Trip Directional Distribution Chick-fil-A | Arden Hills | Traffic Study HR Green | Land Development | City of Arden Hills, Minnesota H:\Projects\14324\TS\Figures\Figure5 02114324 March 2021 N Lexington Avenue Red Fox Road Target Road Proposed Site 55% 30% 5% 10% Figure 6 Year 2023 Build Conditions Chick-fil-A | Arden Hills | Traffic Study HR Green | Land Development | City of Arden Hills, Minnesota H:\Projects\14324\TS\Figures\Figure6 02114324 March 2021 N Lexington Avenue Red Fox Road Target Road Proposed Site Lexington Ave Red Fox Rd Red Fox Rd Red Fox Rd West Site Access East Site Access 95 (80) 365 (245) 365 (245) 5 (5) 95 (75) (480) 195 (5) 10 (550) 280 (350) 165 (55) 25 (145) 90 25 (25) (95) 75 360 (205) Chick-fil-A - Arden Hills, MN | Traffic Study March 26, 2021 Page 13 x Lexington Avenue/Red Fox Road: o Eastbound left-turn queues may extend beyond the Chick-fil-A west site access approximately 50 percent of the p.m. peak hour, potentially blocking the access for very brief periods of time. x Red Fox Road/Chick-fil-A East Site Access: o Chick-fil-A generated eastbound left-turning traffic entering at the east site access (very modest forecast volumes) would operate at a LOS B or better and not experience significant delay since (as observed in the traffic simulation) there would be adequate acceptable gaps in the westbound traffic flow on Red Fox Road to complete this left-turn. x Red Fox Road/Chick-fil-A West Site Access: o Chick-fil-A generated southbound left-turning traffic exiting at the west site access would operate at a LOS C or better and not experience significant delay since (as observed in the traffic simulation) there would be adequate acceptable gaps in the traffic flow on Red Fox Road to complete this left-turn either before blocking queues develop or after they clear. o Southbound left-turning traffic exiting the site at the west site access would develop an average queue of two vehicles and a maximum queue of four vehicles. Site Plan Review A review of the proposed site plan (see Figure 4) was completed to identify any issues and recommend potential improvements in regard to access, circulation, and parking. In general, the following should be considered when designing internal traffic controls and roadways: x Incorporate traffic controls, signing, and striping based on guidelines established in the Manual on Uniform Traffic Control Devices (MUTCD) x Special consideration should be made to limit any sight distance impacts from future structures, landscaping, and signing. Access to the development is proposed at the general location of the two existing site access driveways on Red Fox Road. The East Site Access driveway will operate as an “Enter Only” (due to its proximity to Lexington Avenue) with the West Site Access driveway operating as an “Exit Only”. Proposed on-site parking, traffic circulation, signing and traffic control appear generally reasonable and well configured. The west site access approach to Red Fox Road may infrequently and for very brief periods of time, experience minor congestion from southbound left-turning traffic exiting the site (average queue of two and a maximum queue of four vehicles exiting the site at Red Fox Road). The maximum drive-thru queue of 30 vehicles and average drive-thru queue of 15 vehicles were estimated based on observations at a Chick-Fil-A in St. Louis Park, Minnesota. Results indicate that the proposed 40-vehicle drive-thru queue capacity will adequately provide for the expected queues. Chick-fil-A - Arden Hills, MN | Traffic Study March 26, 2021 Page 14 Summary of Findings, Conclusions and Recommendations The following information provides a summary of the analysis and review performed as part of the Chick-fil-A Traffic Study: 1. Results of the existing operations analysis indicate that all study intersections currently operate at an acceptable overall LOS D or better during the a.m. and p.m. peak hours. Queuing issues were identified during the p.m. peak hour on the southbound and eastbound approaches to the Lexington Avenue/Red Fox intersection. 2. Eastbound left-turn queues currently extend beyond the subject west site access approximately 25 percent of the p.m. peak hour. 3. Ramsey County is planning to reconstruct Lexington Avenue from County Road E to I-694 by year 2023. Therefore, these improvements were assumed in the year 2023 no build and build conditions. 4. Results of the year 2023 no build operations analysis indicate that Lexington Avenue/Red Fox Road intersection is expected to have improved operations and reduced queuing as a result of the County’s reconstruction project. 5. The current development proposal consists of a 4,995 square foot fast food restaurant with drive- thru. The development is expected to be fully constructed by year 2022. Access to the development is proposed at the general location of the two existing site access driveways on Red Fox Road. The East Site Access driveway will operate as an “Enter Only” (due to its proximity to Lexington Avenue) with the West Site Access driveway operating as an “Exit Only”. 6. The proposed development is expected to generate approximately 200 a.m. peak hour, 163 p.m. peak hour and 2,352 daily trips. 7. Results of the year 2023 build intersection capacity analysis indicate that all intersections are expected to operate at a LOS C or better during peak hours. With the Lexington Avenue reconstruction project, the Lexington Avenue/Red Fox Road intersection is expected to continue to operate at an overall LOS C during the p.m. peak hour. 8. Eastbound left-turn queues from the Lexington Avenue/Red Fox Road traffic signal-controlled intersection, may extend beyond the subject Chick-fil-A west site access approximately 50 percent of the p.m. peak hour, potentially blocking this access for very brief periods of time. The Red Fox Road/West Site Access intersection would operate at LOS C or better and not experience significant delay since there would be adequate acceptable gaps in the traffic flow on Red Fox Road to complete exiting left-turns either before blocking queues develop or after they clear. 9. Chick-fil-A generated eastbound left-turning traffic entering at the east site access (very modest forecast volumes) would operate at a LOS B or better and not experience significant delay since there would be adequate acceptable gaps in the westbound traffic flow on Red Fox Road to complete this left-turn. Chick-fil-A - Arden Hills, MN | Traffic Study March 26, 2021 Page 15 10. Chick-fil-A generated southbound left-turning traffic exiting at the west site access would operate at a LOS C or better and not experience significant delay since there would be adequate acceptable gaps in the traffic flow on Red Fox Road to complete this left-turn either before the blocking queues develop or after they clear. 11. Proposed on-site parking, traffic circulation, signing and traffic control appear generally reasonable and well configured. 12. Monitor traffic operations on the west site access approach to Red Fox Road. Should on-site traffic operations issues become apparent, further review of the on-site approach area traffic control could be considered. 13. The maximum drive-thru queue of 30 vehicles was estimated based on observations at a Chick- Fil-A in St. Louis Park, Minnesota. Analysis results indicate that the proposed 40-vehicle drive- thru queue capacity will adequately provide for the expected queues. 14. Based on the findings in this report, it is concluded that the proposed development would not result in a significant degradation in peak period traffic operations and levels of service. Therefore, the City may consider the proposed Chick-fil-A development without concern that it would represent a significant negative traffic impact to the supporting study area roadway system. H:\Projects\14000\14324\TraffStudy\Reports\Report\14324_Chick-fil-A_TS_210326.docx Page 1 of 5 PC Agenda Item – 3C MEMORANDUM DATE: May 5, 2021 TO: Planning Commission Chair and Commissioners FROM: Jane Kansier, AICP, Bolton & Menk Corrin Bemis, Bolton & Menk SUBJECT: Planning Case #21-005 – Public Hearing Required Applicant: Grove Church (Everyday Church) Request: Zoning Code Amendment – Chapter 13 – Section 1320-District Provisions – Land Use Chart Requested Action Grove Church, otherwise known as Everyday Church, (“The Applicant”) is proposing an amendment to the language of Chapter 13 – Zoning Code of the Arden Hills City Code to allow for Houses of Worship as a Conditional Use in the I-FLEX District in City Code Section 1320.05 – Land Use Chart. Background The applicant is interested in developing the property located at 1275 Red Fox Road (“Subject Property”) as a House of Worship. The Property is currently owned by ET Arden Hills LLC and is developed with a two-story office building and associated parking lot. The office building is no longer in use. The Subject Property includes two access points off of Red Fox Road. The property is zoned I-FLEX, which does not permit houses of worship, or other assembly uses. At a special work session on March 22, 2021, the Council discussed the Applicant’s proposal to develop a House of Worship in the I-FLEX District. Following the discussion, the City Council directed staff to review and propose a zoning code amendment to allow Houses of Worship in the I-FLEX District as a Conditional Use. The amendment will impact Zoning Code Section 1320.05 – Land Use Chart. Page 2 of 5 The I-FLEX District is guided as Mixed Business (MB) and Light Industrial & Office (IND) in the Arden Hills 2040 Comprehensive Plan Land Use Chapter. The MB area is designated for a variety of businesses, including commercial, certain light industrial uses, warehousing, office, general business, and retail. The expected share of uses within this area are as follows: 0% to 50% Light Industrial; 0% to 50% Retail; and 25% to 100% Office. A development intensity of up to 0.8 FAR may be allowed. The IND area is designated for a broad range of light industrial uses such as manufacturing, processing, and warehousing. This land use may also include offices. The expected share of uses within this area are as follows: 50% to 100% Light Industrial and 0% to 100% Office. A Development intensity of up to 0.8 FAR may be allowed. According to the Comprehensive Plan the total area of the MB land use is 55 acres, or 0.9% of the total land area in the City, the total area of the IND land use is 346 acres, or 5.7% of the total land area in the City. The entire I-FLEX District is within the Red Fox/Grey Fox/Lexington Avenue Business Area which is discussed in the Land Use Chapter. This area includes Red Fox and Grey Fox roads and is bounded by Lexington Avenue, Highway 51, Interstate 694, and the Canadian Pacific railway. This area is used by a number of small and large businesses for a variety of retail, manufacturing, distribution, warehousing, and office uses. This area was largely developed between the 1950s and 1970s, though the retail area along Lexington Avenue has had some new development and redevelopment in the last 15 years. This area is marked as an area of possible redevelopment in 2040. Page 3 of 5 Plan Evaluation Chapter 13, Zoning Regulations Review The Subject Property is within the I-FLEX Zoning District. Under City Code Section 1320.04, the purposes of this district are: 1. To preserve, protect, enhance and perpetuate existing development in the district. 2. To attract new development that is compatible with existing development in the district in terms of use, performance, character, quality and appearance of buildings and sites. 3. To permit only those uses that will have traffic generation characteristics that are compatible with existing development in the district and that will ensure reasonable traffic operation on streets in the vicinity. 4. To encourage new site development that will be compatible with existing site development standards of existing development in the district. 5. To promote flexibility in land uses and site development standards to achieve the objectives of the I-FLEX District. Permitted, conditional, and accessory uses in the I-FLEX District include: I-FLEX District Uses Permitted Conditional Accessory Business Services Hotel Or Motel Antenna, Dish Or Tower Clinics And Medical Offices Micro Brewery Personal Services Sport And Fitness Clubs Micro Distillery Retail Sales And Services Daycare Facilities – Over 10 Multiple Occupancy Building Financial Institutions Public Use Class 1 Manufacturing And Processing Thrift Store Offices Utility Transmission Research And Development Facilities Warehousing Utility Line Distribution Special requirements exist in the I-FLEX District. To further accomplish the stated purpose of the I-FLEX District, proposals for new construction, redevelopment of a site, and significant modifications to existing sites shall use the Planned Unit Development (PUD) or the Conditional use Permit (CUP) process. The proposal shall identify any requested modifications from the applicable zoning requirements as well as the reasons why the modifications would be in the public interest and would be consistent with the purpose of the I-FLEX District. Modifications to these requirements may be granted by the City without a variance through the PUD process. Section 1320.12 also states that the provisions in this Section may be modified by the City Council to allow planning flexibility without the need for a variance to encourage cooperative dialogue between the applicant and the City. Page 4 of 5 The Applicant is requesting an amendment to the I-FLEX Zoning District to allow House of Worship as a Conditional Use. If the zoning change is approved, the applicant will submit a Conditional Use Permit application for the permitting of Grove Community Church (Everyday Church) at this site. Discussion The Planning Commission should consider RLUIPA: • Would the Religious Land Use and Institutionalized Persons Act (RLUIPA) allow the applicant to mount a serious challenge to the City’s denial of their application? • RLUIPA prohibits a government from imposing a land use regulation in a way that substantially burdens the religious exercise of a religious assembly unless the government can show that the burden: o is in furtherance of a compelling governmental interest; and o is the least restrictive means of furthering that compelling governmental interest.” Further, a government also may not impose a land use regulation in a manner that treats a religious assembly on less than equal terms with a nonreligious assembly. The proposed amendments have been provided in Attachments B and C. The City Attorney has reviewed and approved the proposed changes. Findings of Fact The Planning Commission must make a finding as to whether or not the proposed application would adversely affect the surrounding neighborhood or the community as a whole based on the aforementioned factors. Staff offers the following findings for consideration: General Findings: 1. The City of Arden Hills is proposing amendments to the language of Chapter 13 – Zoning Code of the City Code. 2. The Subject Property is located in the I-FLEX Zoning District. 3. Under City Code Section 1320.05, Houses of Worship are not allowed in the I-FLEX District. 4. The City is proposing to alter Section 1320.05 to allow Houses of Worship as a Conditional Use in the I-FLEX District. 5. Amendments to the Zoning Code regulations require a public hearing prior to action by the City Council. 6. If this amendment is approved, the Applicant will submit a Conditional Use Permit application for the permitting of Grove Community Church (Everyday Church) at the Subject Property. Options and Motion Language Staff has provided the following options and motion language for this case. The Planning Commission should consider providing additional findings of fact as part of the motion to support their recommendation for approval or denial. Page 5 of 5 • Recommend Approval: Motion to recommend approval of Planning Case 21-005 for a Zoning Code Amendment to Chapter 13 of the Arden Hills City Code to allow Places of Worship as a Conditional Use in the I-Flex District as presented in the May 5, 2021 Report to the Planning Commission. • Recommend Approval with Amendments: Motion to recommend approval of Planning Case 21-005 for a Zoning Code Amendment to Chapter 13 of the Arden Hills City Code to allow Places of Worship as a Conditional Use in the I-Flex District as presented in the May 5, 2021 Report to the Planning Commission with amendments. a specific reason should be included with amendments • Recommend Denial: Motion to recommend denial of Planning Case 21-005 for a Zoning Code Amendment to Chapter 13 of the Arden Hills City Code to allow Places of Worship as a Conditional Use in the I-Flex District: findings to deny should specifically reference the reasons for denial. • Table: Motion to table Planning Case 21-005 for a Zoning Code Amendment to Chapter 13 of the Arden Hills City Code to allow Places of Worship as a Conditional Use in the I- Flex District: the Planning Commission should identify a specific reason and/or information request should be included with a motion to table. Public Notices A Zoning Code Amendment requires a public hearing. A public hearing notice for this planning case was published in the Pioneer Press on April 24, 2021. The City has not received any public comments regarding this case. Attachments A. Applicant’s Narrative B. Redlined Land Use Chart C. Clean Land Use Chart ZONING AMENDMENT TO ALLOW PLACES OF WORSHIP IN THE I-FLEX ZONING DISTRICT Grove Community Church is requesting a zoning code amendment to allow Places of Worship to be allowed as a conditional use permit in the I-Flex zoning district. The zoning amendment will allow our church to buy and occupy the building at 1275 Red Fox Road. We have been looking for the right building to purchase since 2018 and are very excited about the opportunity to be part of the Arden Hills community. The dream of Grove Community Church originated in 2009 and became a reality when we officially launched the church in 2015. Our mission as a community is to empower everyday people to live a holistic lifestyle of following Jesus. The property at 1275 Red Fox is the church home that we hope to see future generations experience spiritual development. We reviewed the city zoning codes and comprehensive plan to determine the allowance and standards required for a church. We learned that although places of worship are allowed as a conditional use permit (CUP) in the neighboring B Districts, they are not designated within the I-Flex zoning district. However, other public uses such as: hotels microbreweries, club sports and daycares are allowed in both the I- Flex and B-Districts. Further, in looking at the Comprehensive Plan we noticed that the neighboring B districts and the northern area of the I-Flex district, which includes 1227 Red Fox Road, are guided Mixed Business. With both areas guided for the same purpose we believe it is reasonable for them to share similar land uses, especially a CUP use that must meet specific standards and are subject to conditions that uphold public safety and compatibility. To further justify the zoning amendment request we considered the benefits of having a Place of Worship within the I-Flex district. We wish to point out the following observations: !The building has been vacant for over 2 years and showing signs of maintenance. !The industrial park could benefit with new activity. !The park is a natural extension of the neighboring B districts as they share the same streets and traffic patterns. !Places of worship tend to have compatible traffic volumes with mixed-use industrial/businesses parks as services are on weekends and/or evenings while most businesses commonly have weekday am/pm traffic volumes. !A place of worship provides patrons to surrounding local businesses during typical non-business hours. (weekday evenings and weekends) !Places of worship are destination places thus people coming to the church will be accustomed to the traffic and parking patterns within the industrial park. !A CUP will ensure that the any request will be reviewed by city staff, planning commission, the city council and the public to ensure that the request is appropriate and compatible. !Places of Worship are vibrant and energetic creating activity and fellowship to a neighborhood. We understand that this request is not specific to our site or our desire to be in Arden Hills but will be considered as a change for all land within the I-Flex zoning district. We strongly believe that the addition of Places of Worship as a CUP in the I-Flex district is appropriate and reasonable. The industrial park appears to be in a transition from an older traditional industrial park to a more mixed-use business park. This transition is recognized by the city under the newly designation of Mixed-Use in the 2040 Comprehensive Plan, blending the Mixed-Use designation into both the I-Flex and B districts to the west and south. With the transitioning of industrial parks throughout the country and the metropolitan area it is common to see places of worship as an allowed use in similar type industrial/business parks. For example, the Westwood Community Church in Bloomington was approved as a CUP in an Industrial Park in 2018. Similar to this request, the Church (Places of Assembly) requested to move into a vacant office/ warehouse building within a I-2 zoning district. The site is adjacent Interstate 494 to the south, Office/Warehouse zoning to the north and west and Office CO--1 zoning to the east. The vacant office/warehouse building is 71,798 square feet in size with Westwood Community Church occupying the southern half and the remaining space to be leased. The Church is located at 6301 Cecilia Circle, Bloomington. (see attached photos) As part of our congregation fellowship and community outreach our plan is to serve coffee and light snacks after services and during other church activities. We would like the opportunity to provide this same fellowship to the general public as a retail sales and service accessory use to our Church. Our intent is to welcome the community to the church by providing them an opportunity to visit our building while enjoying a beverage and/or light snack. We look forward to being a part of Arden Hills. Thank you for your consideration. STOWE AVE L A K E V A L E N TIN E R D RED FOX RD GREY FOX RD INGERSON RDROUND LAKE RD WAMBL E D RSIEMS CTSNELLING AVE NCOLLEEN AVE GLEN PAUL AVE TILLER LN H A M LIN EVENUS AVE THOM DR ARDEN VIEW DR GLENARDEN RDCHATHAM AVEAMBLE RD NOBLE RD GRAMSIE RD ARDEN PL GRANT RD OAK AVE EDGEWATER AVE JERROLD AVE DUNLAP ST NHARRIET AVE FLORAL DR W GLENVIEW AVE KARTH LAKE DR GATEWAY BLVD W Y N C R E S T CARLTON DR F O R E S T L N PRIOR AVE NCUMMINGS PARK DR ROYAL LN KATIE LN PINE TREE DRFAIRVIEW AVE NRIDGEWOOD RDCRYSTAL AVE PLEASANT DRA RDEN OAKS DR V A L E N T I N E AVE BENTON WAYINDIAN OAKS TRL SKILESLNBRI ARBECKMAN AVE LAMETTI LN M C C R A C K E N L N KEITHSON DRASBURY AVE NNURSERY HILL LN BUSSARD CT DAWN CIR W JAMES AVEJANET CT CANNONGLENHILL RDNORMA AVEARDENVIEWCTR O Y KATIE CT GLENARDENCTRIDGEWOOD CTKARTH LAKE CI RGALE CIRMCCLUNG DR WYNCREST LNS A N D E E N R D PARKSHORE DR EIDE CIR NORTH-WOODS DRNURSERY HILL CT C U M M I N G S L NVALENTINE CTINGERSON CT C O L L E E N C T GLEN VIE W CT HUNTERS CT SHORELINELNPASCAL AVE NLAKE LN NCONNELL Y AVE THO M CT AMBLE CIRCHATHAM CTCOLLEEN CIRROLLING HILLS RDARDEN OAKS CTNORMA CIRI NDI AN PLEDGEWATER AVENORMAAVE TILLER LNSNELLING AVE NDUNLAP ST NARDENP L S K IL E S L N FAIRVIEW AVE NHAMLINE AVE NG L EN H IL L R D WYNRIDGE PLEASANT CIR ARDEN INDIAN OAKS CT JAMES CIRDELLVIEW AVEDELLVIEW AVEDELLWOOD STGATEWAY CT VALENTINE CREST RD BRUEBERR Y LN BRIARKNOLL CIR DELLWOOD AVELAMETTI CIRWALDEN PLWEDGEWOOD CIRPRIOR A VEINDIAN OAKS CIR C H A T H A M CIR L A K E J O H A N N A B LV D LAKE JOHANNA BLVDRIDGEEDGEWATER AVEFAIRVIEW AVE NFERNWOOD STSNELLING AVE NSHORELINELNK A T IE L N COUNTY ROAD D W SHOREWOODDR LAKE LN COUNTY ROAD E W LAKEJOH A N N A BLVD GLEN PAUL AVECLEVELAND AVE NNEW BRI GHTON RDNEW BRIGHTON RDHUDSON RDTHOM DRCLEVELAND AVE NBRIGHTON WAYNEW BRIGHTON RDINTERSTATE 35WCOUNTY ROAD E2 W CO U N TY R O A D E 2 WLAKEVIEWCT C H A T H A M A V E SIEMS CTARDEN PL GLE N ARDENRDSNELLING AVE NARDEN OAKS DRSNELLING AVE NBETHEL DROLD HIGHWAY 10SNELLING AVE NVENUS AVEINTERSTATE 35WLAKE VALENTINE RDINTERSTATE 35WROUNDLA K E R D W O L D HI G H WA Y 1 0 LAKESHORE PL %&d( %&d( %&d( %&h( %&h( INTERSTATE 694 INTERSTATE 694 ?ÖA@ )m )m HI G H WA Y 1 0 ?÷A@?÷A@COUNTY ROAD 96 W COUNTY ROAD 96 W ABELE ST (Private)TODD DR (Private)TODD DR (Private) P RIO R A V E N(Pr i vate)LISA LN (Private)LIS A CT (Private)PRIOR CT(Private)TODD DR (Pri vat e)PRIOR AVE N(Private))m COUNTY ROAD I W COUNTY ROAD I W LEXINGTON AVE NLEXINGTON AVE NKNOLL DR VISTA CTDAWN CIR E C OLLEEN AV E ARDENVI EWDR COUNTY ROAD F W INNOVATION WAY (Private)FERNWOOD STPLEASANT DR A M B L E D R COUNTY ROAD 96 W LEXINGTON AVE NLEXINGTON AVE ND R CT BOSTON SCIENTIFIC DR (Private)BETHEL DRBETHEL DR COUNTY ROAD E W LEXINGTON AVE NBENTON WAYAVE INGERSON RD AVE NWOOD RDCOUNTY ROAD E W HAMLINE AVE NHAMLINE AVE NPrivateKATIE LNKEITHSON DR AL HILLS DRThe zoning district designations represented on this map correspond to the City of Arden Hills official Zoning Map. Questions concerning the Zoning Map should be directed to City Hall. Zoning designations are subject to change. Please refer to the Zoning Code for complete information. Adopted: April 12, 1993 Updated: October 4, 2017 Zoning Map ¯0 1,750 3,500 Feet TRC CC- Campus Commercial TRC CO- Civil/Open Space TRC FO- Flex Office TRC RMU- Retail Mixed Use TRC NR-1- Residential TRC NR-2- Residential TRC NR-3- Residential TRC NR-4- Residential TRC OMU- Office Mixed Use TRC OS- Open Space TRC TC-1- Town Center TRC TC-2- Town Center TRC TC-3- Town Center TRC- Water Infrastructure R-1 - Single Family Residential District R-2 - Single & Two Family Residential District R-3 - Townhouse & Low Density Multiple Dwelling District R-4 - Multiple Dwelling District B-1 - Limited Business District B-2 - General Business District B-3 - Service Business District B-4 - Retail Center District NB - Neigborhood Business District CC - Civic Center District INST - Institutional District GB - Gateway Business I-1 - Limited Industrial District I-2 - General Industrial District I-FLEX District POS - Parks and Open Space District CD - Conservation District Railroad ROW WATER Project Site VLDR LDR MDR HDR NR TC NB MB COM CMU CC RMU OMU FO IND PI UTL P/OS PP Very Low Density Residential Low Density Residential Medium Density Residential High Density Residential Neighborhood Residential Town Center Neighborhood Business Mixed Business Commercial Community Mixed Use Campus Commercial Retail Mixed Use Office Mixed Use Flex Office Light Industrial & Office Public & Institutional Utility Park & Open Space Park Preserve Right of WayROW Railroad 0 0.5 10.25 Miles ² 2040 Comprehensive Plan Approved by Met. Council: 11/13/19 Approved by City Council: Pending Disclaimer: This map is intended for reference purposes only and is not a legally recorded map or survey. The City of Arden Hills shall not be liable for any damages or claims that arise due to accuracy, availability, use or misuse of the information herein pursuant to MN Statute 466.03 Subd 21. 2040 Land Use Plan Project Site Project SiteArden Hills, Minnesota Westwood Church SiteBloomington, MinnesotaEXAMPLE: WESTWOOD COMMUNITY CHURCH EXAMPLE: WESTWOOD COMMUNITY CHURCH 1320.05 Land Use Chart. (revised 9/25/174/28/21) Note: To view this chart in PDF, please click HERE. You must have Adobe Acrobat Reader installed. Uses: Zoning Districts: R- 1 R- 2 R- 3 R- 4 NB B- 1 B- 2 B- 3 B- 4 CC GB I-1 I-2 I-FLEX CD POS INST Antenna, Dish or Tower CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA Boarding house C C C C == == == == == C == == == == == == == Brewpub == == == == == == C C C == == == == == == == == Business service == == == == == A P P P C P P P P == == == Clinic, medical office == == == == P P P P P C P P P P == == == Club or lodge (non-profit) == == == == == P P P == C == == == == == == == Club , sports & fitness == == == == == A P P P C P P == P == == == Commercial recreation - indoor == == == == == == P P P == == P == == == == == Daycare Facility, over 10 == == == == P P P P P == P P P P == == == Day care, family - 10 or less A A A A A == A == == == == == == == == == == Day care, group family - 14 or less CA CA CA CA CA == CA == == == == == == == == == == Dog kennel == == == == == == C C == == == == == == == == == Dog run A A A == == == == == == == == == == == == == == Drive -up windows == == == == == == C C C == A == == == == == == "Dry cleaning & laundry, pick-up station" == == == == C == A A == == A == == == == == == "Dry cleaning & laundry, self-service laundry" == == == == C == C C == == == == == == == == == Dwelling: density zoning D D D D == == == == == == == == == == == == == Dwelling: multiple family == == C C C == C == == C C == == == == == == Dwelling: single-family attached C C D D == == == == == == == == == == == == == Dwelling: single-family detached P P P P == == == == == == == == == == == == == Dwelling: two-family C C P P C == == == == == == == == == == == == Dwelling: live-work unit == == == == C == == == == == == == == == == == == Financial institution & service == == == == P P P P P C P P P P == == == Garage, truck == == == == == == == == == == == C C == == == == Higher Education, Campus == == == == == == == == == == == == == == == == C Home occupation : Class I A A A A A == == == == A == == == == == == == Home occupation : Class II CA CA CA CA CA == == == == C == == == == == == == Hospital == == == == == == == == == == == == == == == == == Hotel/motel == == == == == == C P C C C == == C == == == House of worship C C C C C C C C C C == == == ==C == == == Manufactured home park == == C == == == == == == == == == == == == == == Manufacturing & processing : Class I == == == == == == A A A == P P P P == == == Manufacturing & processing : Class II == == == == == == == == == == == == P == == == == Micro brewery == == == == == == C C C == C == == C == == == Micro distillery == == == == == == C C C == C == == C == == == Mortuary, funeral home == == == == == == P P == C == == == == == == == Multiple occupancy building == == == == C C C C C C C C C C == == == Nursery C C C C == == == == == == == == == == == == == Nursing home and assisted living C C C C == == D == == C == == == == == == == Office == == == == P P P P P P P P P P == == == Pawn shop == == == == == == == == == == == == == == == P == Personal services == == == == C A P P P C P == == A == == == Public use C C C C C C C C C C C C C C == == == Research and development facility == == == == C P C C C == P P P P C C == Research animals == == == == == == C == == == == C C == == == == Residence Hall, dormitory == == == C == C D == == == == == == == == == == Residential facility, state licensed, serving 1- 6 P P P P P == P == == == == == == == == == == Residential facility, state licensed, serving 7- 16 C C C C C == C == == == == == == == == == == Restaurant and restaurant-fast food == == == == C A P P P C P C C == == == == Retail sales & service == == == == P A P P P C A A A A == == == School, general education C C C C == == == == == C == == == == == == == School, specialized education == == == == == C C C C C == == == == == == == Service station == == == == == == C C == == C C C == == == == Storage, exterior == == == == == == == == == == == == CA == == == == Studio == == == == C C P P P C == == == == == == == Theater, indoor == == == == A C P == C == == == == == == == Thrift Store == == == == == == == == C == == == == C == == == Utility distribution line P P P P P P P P P == P P P P A P == Utility substation == == == == == == == == == == == C C == == == == Utility transmission C C C C C C C C C == C C C C C C == Vehicle - motorized, leasing and rentals == == == == == == C C == == == == == == == == == Vehicle - motorized, service == == == == == == C C == == == == == == == == == Warehousing == == == == == A A A A == C P P C == == == "P" = Permitted; "D" = Planned Unit; "== " = Not Permitted; "C" = Conditional Use Permit; "A" = Accessory; "CA"= Conditional Accessory Use Permit, "I" = Interim Use Permit" 1320.05 Land Use Chart. (revised 4/28/21) Note: To view this chart in PDF, please click HERE. You must have Adobe Acrobat Reader installed. Uses: Zoning Districts: R- 1 R- 2 R- 3 R- 4 NB B- 1 B- 2 B- 3 B- 4 CC GB I-1 I-2 I-FLEX CD POS INST Antenna, Dish or Tower CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA Boarding house C C C C == == == == == C == == == == == == == Brewpub == == == == == == C C C == == == == == == == == Business service == == == == == A P P P C P P P P == == == Clinic, medical office == == == == P P P P P C P P P P == == == Club or lodge (non-profit) == == == == == P P P == C == == == == == == == Club , sports & fitness == == == == == A P P P C P P == P == == == Commercial recreation - indoor == == == == == == P P P == == P == == == == == Daycare Facility, over 10 == == == == P P P P P == P P P P == == == Day care, family - 10 or less A A A A A == A == == == == == == == == == == Day care, group family - 14 or less CA CA CA CA CA == CA == == == == == == == == == == Dog kennel == == == == == == C C == == == == == == == == == Dog run A A A == == == == == == == == == == == == == == Drive -up windows == == == == == == C C C == A == == == == == == "Dry cleaning & laundry, pick-up station" == == == == C == A A == == A == == == == == == "Dry cleaning & laundry, self-service laundry" == == == == C == C C == == == == == == == == == Dwelling: density zoning D D D D == == == == == == == == == == == == == Dwelling: multiple family == == C C C == C == == C C == == == == == == Dwelling: single-family attached C C D D == == == == == == == == == == == == == Dwelling: single-family detached P P P P == == == == == == == == == == == == == Dwelling: two-family C C P P C == == == == == == == == == == == == Dwelling: live-work unit == == == == C == == == == == == == == == == == == Financial institution & service == == == == P P P P P C P P P P == == == Garage, truck == == == == == == == == == == == C C == == == == Higher Education, Campus == == == == == == == == == == == == == == == == C Home occupation : Class I A A A A A == == == == A == == == == == == == Home occupation : Class II CA CA CA CA CA == == == == C == == == == == == == Hospital == == == == == == == == == == == == == == == == == Hotel/motel == == == == == == C P C C C == == C == == == House of worship C C C C C C C C C C == == == C == == == Manufactured home park == == C == == == == == == == == == == == == == == Manufacturing & processing : Class I == == == == == == A A A == P P P P == == == Manufacturing & processing : Class II == == == == == == == == == == == == P == == == == Micro brewery == == == == == == C C C == C == == C == == == Micro distillery == == == == == == C C C == C == == C == == == Mortuary, funeral home == == == == == == P P == C == == == == == == == Multiple occupancy building == == == == C C C C C C C C C C == == == Nursery C C C C == == == == == == == == == == == == == Nursing home and assisted living C C C C == == D == == C == == == == == == == Office == == == == P P P P P P P P P P == == == Pawn shop == == == == == == == == == == == == == == == P == Personal services == == == == C A P P P C P == == A == == == Public use C C C C C C C C C C C C C C == == == Research and development facility == == == == C P C C C == P P P P C C == Research animals == == == == == == C == == == == C C == == == == Residence Hall, dormitory == == == C == C D == == == == == == == == == == Residential facility, state licensed, serving 1- 6 P P P P P == P == == == == == == == == == == Residential facility, state licensed, serving 7- 16 C C C C C == C == == == == == == == == == == Restaurant and restaurant-fast food == == == == C A P P P C P C C == == == == Retail sales & service == == == == P A P P P C A A A A == == == School, general education C C C C == == == == == C == == == == == == == School, specialized education == == == == == C C C C C == == == == == == == Service station == == == == == == C C == == C C C == == == == Storage, exterior == == == == == == == == == == == == CA == == == == Studio == == == == C C P P P C == == == == == == == Theater, indoor == == == == A C P == C == == == == == == == Thrift Store == == == == == == == == C == == == == C == == == Utility distribution line P P P P P P P P P == P P P P A P == Utility substation == == == == == == == == == == == C C == == == == Utility transmission C C C C C C C C C == C C C C C C == Vehicle - motorized, leasing and rentals == == == == == == C C == == == == == == == == == Vehicle - motorized, service == == == == == == C C == == == == == == == == == Warehousing == == == == == A A A A == C P P C == == == "P" = Permitted; "D" = Planned Unit; "== " = Not Permitted; "C" = Conditional Use Permit; "A" = Accessory; "CA"= Conditional Accessory Use Permit, "I" = Interim Use Permit" Page 1 of 5 PC Agenda Item – 3D MEMORANDUM DATE: May 5, 2021 TO: Planning Commission Chair and Commissioners FROM: Jane Kansier, AICP, Bolton & Menk Corrin Bemis, Bolton & Menk SUBJECT: Planning Case #21-008 – Public Hearing Required Applicant: City of Arden Hills Request: Zoning Code Amendment – Chapter 13 – Section 1330.03 Subd. 5, E Requested Action The City of Arden Hills is proposing an amendment to the language Section 1330.03 Subd. 5, E of the Arden Hills City Code to permit accessory storage sheds within the required structure setback from the ordinary high water level of up to 100 square feet in size and 8 feet in height. Background In September of 2020, Kye Samuelson (“Applicant”) requested a Variance in order to construct an accessory structure near the shoreline of 3493 Siems Court (“Subject Property”) within the Shore Impact Zone of Lake Johanna. The Applicant requested a variance to build a 120 square foot accessory storage structure that encroached eighteen (18) inches into the Shore Impact Zone of Lake Johanna. The proposed structure exceeded the eight (8) foot height limitation at ten (10) feet, six (6) inches. The rational for the variance was that the structure would be used for the storage of modern day recreational water equipment and the hardship was due to the rear yard topography. The Subject Property is zoned R-1, Single Residential District, is located in the Shoreland Management District, and is guided as Low Density Residential on the Land Use Plan. At its October 7, 2020 meeting, the Planning Commission voted to table the request to allow the Applicant to revise their plans to better conform to the Shoreland Ordinance provisions. The Applicant took the Planning Commissions comments under consideration and submitted revised plans for a smaller structure that would not encroach into the Shore Impact Zone. The Applicant then proposed to construct an accessory structure that would be nine and a half (9.5) feet tall and ninety-three and a half (93.5) square feet in size. However, the proposed structure still required a Page 2 of 5 variance due to the proposed height and area that exceeded current ordinance standards. At its December 9, 2020 meeting the Planning Commission reviewed and discussed the updated application. The Planning Commission voted 4-3 to approve the planning case. At its January 11, 2021 meeting the City Council reviewed Planning Case 20-017. The City Council voted unanimously to table this planning case to allow them to review the existing OHWL accessory structure size standards. The Applicant signed a 6-month Extension Form (Attachment B), requiring the City Council to take action on the variance request by July 12, 2021. At its February 16, 2021 meeting the City Council discussed increasing the permitted size of accessory structures within the Ordinary High Water Level (OHWL) setback. The City Council directed staff to draft ordinance language to increase the size of accessory structures located within the OHWL. The City Council did not support increase the height of accessory structures located within the OHWL. Following this meeting, staff has drafted ordinance language and sent the language to the DNR for review. At its April 19, 2021 Work Session, the City Council reviewed the proposed amendment to the zoning code and directed staff to bring the draft language to the Planning Commission for review. Staff has not received written comments from the DNR as of April 28, 2021. Plan Evaluation Chapter 13, Zoning Regulations Review Section 1330.03 Subd. 5, E of the Arden Hills City Code states that lakeshore lots are permitted one (1) accessory storage shed within the required structure setback from the OHWL, provided that it is not located within the Shore Impact Zone. The Shore Impact Zone is the land located between the OHWL and a line parallel to it at a setback of 50 percent of the structure setback. The structure setback standards vary depending on the lake classification as established by Minnesota Regulations, Part 6120.3300, and the Protected Waters Inventory Map for Ramsey County. The table below breakdown the setback standards for accessible Arden Hills lakes. Lake OHWL Lake Classification Structure Setback Shore Impact Zone Width Lake Johanna 878 ft. General 50 ft. 25 ft. Little Johanna NA Recreational 75 ft. 35ft. Lake Josephine 884.4 ft. General 50 ft. 25 ft. Karth Lake 934.95 ft. General 50 ft. 25 ft. Section 1330.03 Subd. 5, E also states that accessory structures within the OHWL shall not exceed sixty-four (64) square feet in size or eight (8) feet by eight (8) feet and eight (8) feet in height measured to the highest point of the structure; and is not used for human habitation and does not contain a water supply or sewage treatment facilities. Page 3 of 5 It worth noting that no more than two (2) accessory structures shall be permitted on a lot primarily used for residential uses and the structures shall not exceed seven hundred and twenty- eight (728) square feet in floor area. The accessory structures shall not occupy more than 25 percent of the rear yard. The exterior finish of accessory structures shall be compatible in appearance and material used with the principal structure. Discussion As a result of previous discussions, the staff has drafted the following language revising Section 1330.03 Subd. 5, E. This language increases the size of an accessory storage shed currently permitted under the Arden Hills City Code. However, the size and height are still less that what is permitted under the State model ordinance (Section 7.3). E. Lakeshore lots may be permitted one (1) accessory storage shed within the required structure setback from the ordinary high water level, provided that it complies with the following provisions: 1. The structure or facility is not located within the Shore Impact Zone. 2. The structure or facility does not exceed 100 square feet in size and eight (8) feet in height, measured to the highest point of the structure. 3. The maximum width of the structure, as viewed from the water, does not exceed ten (10) feet. 4. The structure or facility is not designed or used for human habitation and does not contain a water supply or sewage treatment facilities. 5. The structure or facility is setback a minimum of ten (10) feet from the ordinary high water level. 6. The structure or facility shall be constructed of material architecturally similar in design, texture, and color to the principal structure on the lot; the design shall be reviewed by the City Planner prior to issuance of building permits. 7. The structure shall be screened a minimum of 50 percent by opaque vegetation or topography on the three walls seen from the lake with ecologically suited landscaping landward of the ordinary high water level from the lake. 8. The roof shall not be used as a deck or storage area. 9. The structure or facility is not a boathouse or boat storage structure as defined under Minnesota Statutes, Section 103G.245. Findings of Fact The Planning Commission must make a finding as to whether or not the proposed application would adversely affect the surrounding neighborhood or the community as a whole based on the aforementioned factors. Staff offers the following findings for consideration: General Findings: 1. The City of Arden Hills is proposing amendments to the language of Chapter 13 – Zoning Code of the City Code. Page 4 of 5 2. The City of Arden Hills is proposing to permit accessory storage sheds within the required structure setback from the ordinary high water level of up to 100 square feet in size and 8 feet in height. 3. Amendments to the Shoreland Regulations require approval from the Minnesota DNR. 4. Amendments to the Zoning Code regulations require a public hearing prior to action by the City Council. Options and Motion Language Staff has provided the following options and motion language for this case. The Planning Commission should consider providing additional findings of fact as part of the motion to support their recommendation for approval or denial. x Recommend Approval: Motion to recommend approval of Planning Case 21-008 for a Zoning Code Amendment to Chapter 13 of the Arden Hills City Code to permit accessory storage sheds of up to 100 square feet in size and 8 feet in height within the required structure setback from the ordinary high water level as presented in the May 5, 2021 Report to the Planning Commission. x Recommend Approval with amendments: Motion to recommend approval of Planning Case 21-008 for a Zoning Code Amendment to Chapter 13 of the Arden Hills City Code to permit accessory storage sheds of up to 100 square feet in size and 8 feet in height within the required structure setback from the ordinary high water level as presented in the May 5, 2021 Report to the Planning Commission with amendments: a specific reason should be included with amendments. x Recommend Denial: Motion to recommend denial of Planning Case 21-008 for a Zoning Code Amendment to Chapter 13 of the Arden Hills City Code to permit accessory storage sheds of up to 100 square feet in size and 8 feet in height within the required structure setback from the ordinary high water level: findings to deny should specifically reference the reasons for denial. x Table: Motion to table Planning Case 21-008 for a Zoning Code Amendment to Chapter 13 of the Arden Hills City Code to permit accessory storage sheds of up to 100 square feet in size and 8 feet in height within the required structure setback from the ordinary high water level: the Planning Commission should identify a specific reason and/or information request should be included with a motion to table. Public Notices A Zoning Code Amendment requires a public hearing. A public hearing notice for this planning case was published in the Pioneer Press on April 24, 2021. The City has not received any public comments regarding this case. Page 5 of 5 Attachments A. Redlined Shoreland Regulations Amendment B. Clean Shoreland Regulations Amendment C. Minnesota DNR Shoreland Management Model Ordinance D. Signed 6-Month Extension Form 1330.03 General Provisions. (revised 4/28/21) Subd. 1 District Requirements. The following standards shall apply to all shorelands of the protected waters listed in this Section. Where the requirements of the underlying zoning district as shown on the official zoning map are more restrictive than those set forth in this Section, then the more restrictive standards shall apply: Natural Environmental Waters Recreational Development Waters General Development Waters Lot Area (square feet): Riparian Lot 40,000 20,000 14,000 Lot Area (square feet): Non- Riparian Lot 14,000 14,000 14,000 (for District R-1) 11,000 (for Districts R-2, R-3, R-4) Minimum Water Frontage and Width at Building Line (feet) 125 75 75 Structure Minimum Setback from Ordinary High Water Level (feet) 150* 75* 50* Structure Minimum Setbacks from Streets and Highways (feet) 40 for Districts R-1, R-2, R-3, R-4 50 for Districts B-1, B-2, I-2 55 for District I-1 Structure Maximum Height (feet) 35 for District R-1, R-2, R-3, R-4, B-1, B-2, I-1 45 for District I-2 Maximum Lot Area Covered by Impervious Surface (%) 35 for District R-1, R-2, R-3, R-4 65 for District I-1 75 for District B-1, B-2, I-2 *See Section 1330.03, Subd. 4 for Exceptions to the Structure Setback Requirement Subd. 2 Roads and Parking Areas. Roads and parking areas shall be located to retard the runoff of surface waters and nutrients in accordance with the following criteria: A. All roads and parking areas shall meet the setback requirements established for structures of this Section. B. Natural vegetation or other natural materials shall be used to screen parking areas when viewed from the water. Subd. 3 Elevation of Lowest Floor. A. Structures shall be placed at an elevation consistent with the City's flood plain management controls as set forth in Section 1335 of this Code. B. In areas not regulated by flood plain management controls, the elevation to which the lowest floor, including basements, shall be placed shall be determined as follows: 1. For lakes, ponds, and flowages, by (a) an elevation of available flood information and consistent with "Statewide Standards and Criteria for Management of Flood Plain Areas of Minnesota," or (b) placing the lowest floor at a level at least three (3) feet above the highest known water level. In those instances where sufficient data on known high water levels are not available, the ordinary high water level shall be used. 2. For streams, by an evaluation of available flood information and consistent with "Statewide Standards and Criteria for Management of Flood Plain Areas of Minnesota." Subd. 4 Adjacent Lots. On any shoreland lot where the adjacent lots have existing dwellings that exceed the minimum setback from the OHW level, the shoreline setback for a new dwelling unit or an addition to an existing dwelling unit shall not be less than the average of the setbacks from the OHW level for such adjacent dwellings minus ten (10) feet subject to the following: A. In no case shall the new structure or addition be within the minimum setback from the OWH level as stated in Section 1330.03 Subd 1. Attachment A B. In no case shall the new structure or addition be nearer to the OHW level than the nearest adjacent structure. C. The minimum structure setback in Section1330.03 Subd. 1 shall be used for the adjacent lot when calculating the setback if an adjacent lot is: 1. Vacant; 2. Has a use other than single or two-family residential; or, 3. Has a dwelling unit that encroaches on the minimum structure setback. Subd. 5 Exceptions to Structure Setback Requirements. No structure shall be placed within the structure setback requirements of the shoreland management district. The following are not classified as structures for the purposes of this section: A. Docks and Boatlifts. Setback requirements from the ordinary high water level shall not apply to docks and boatlifts. Location of docks and boatlifts shall be controlled by applicable State and local regulations. B. Stairways, access lifts, and landings. Setback requirements from the ordinary high water level shall not apply to stairways, access lifts, or landings. Stairways and access lifts are the preferred alternative to major topographic alterations for achieving access up and down bluffs and steep slopes to shore areas. Stairways, access lifts and landings located within the Shore Impact Zone shall meet the following design standards: 1. Landings for stairways and lifts shall not exceed 40 square feet in area. 2. Canopies or roofs are not allowed on stairways, access lifts, docks, or landings. C. Uncovered patios. At grade uncovered patios that have an underside surface that is entirely in contact with and wholly supported by the ground may be placed within the structure setback requirements from the ordinary high water level but shall not be placed within the Shore Impact Zone. Uncovered patios shall not be considered landscaped area when calculating lot coverage. D. Fences. Chain link, or other types of fences with a transparency of at least 75 percent, may be placed within the structure setback requirements from the ordinary high water level but shall not be placed within the Shore Impact Zone. E. E. Lakeshore lots may be permitted one (1) accessory storage shed within the required structure setback from the ordinary high water level, provided that it complies with the following provisions: 1. The structure or facility is Is not located within the Shore Impact Zone. 2. The structure or facility is Does not exceed 100 64 square feet in size and eight (8) feet in height, measured to the highest point of the structure. 3. The maximum width of the structure, as viewed from the water, does not exceed ten (10) feet. 4. The structure or facility is Is not designed or used for human habitation and does not contain a water supply or sewage treatment facilities. 5. The structure or facility is setback a minimum of ten (10) feet from the ordinary high water level. 6. The structure or facility shall be constructed of material architecturally similar in design, texture, and color to the principal structure on the lot; the design shall be reviewed by the City Planner prior to issuance of building permits. 7. The structure shall be screened a minimum of 50 percent by opaque vegetation or topography on the three walls seen from the lake with ecologically suited landscaping landward of the ordinary high water level from the lake. 8. The roof shall not be used as a deck or storage area. 9. The structure or facility is not a boathouse or boat storage structure as defined under Minnesota Statutes, Section 103G.245. 1330.03 General Provisions. (revised 4/28/21) Subd. 1 District Requirements. The following standards shall apply to all shorelands of the protected waters listed in this Section. Where the requirements of the underlying zoning district as shown on the official zoning map are more restrictive than those set forth in this Section, then the more restrictive standards shall apply: Natural Environmental Waters Recreational Development Waters General Development Waters Lot Area (square feet): Riparian Lot 40,000 20,000 14,000 Lot Area (square feet): Non- Riparian Lot 14,000 14,000 14,000 (for District R-1) 11,000 (for Districts R-2, R-3, R-4) Minimum Water Frontage and Width at Building Line (feet) 125 75 75 Structure Minimum Setback from Ordinary High Water Level (feet) 150* 75* 50* Structure Minimum Setbacks from Streets and Highways (feet) 40 for Districts R-1, R-2, R-3, R-4 50 for Districts B-1, B-2, I-2 55 for District I-1 Structure Maximum Height (feet) 35 for District R-1, R-2, R-3, R-4, B-1, B-2, I-1 45 for District I-2 Maximum Lot Area Covered by Impervious Surface (%) 35 for District R-1, R-2, R-3, R-4 65 for District I-1 75 for District B-1, B-2, I-2 *See Section 1330.03, Subd. 4 for Exceptions to the Structure Setback Requirement Subd. 2 Roads and Parking Areas. Roads and parking areas shall be located to retard the runoff of surface waters and nutrients in accordance with the following criteria: A. All roads and parking areas shall meet the setback requirements established for structures of this Section. B. Natural vegetation or other natural materials shall be used to screen parking areas when viewed from the water. Subd. 3 Elevation of Lowest Floor. A. Structures shall be placed at an elevation consistent with the City's flood plain management controls as set forth in Section 1335 of this Code. B. In areas not regulated by flood plain management controls, the elevation to which the lowest floor, including basements, shall be placed shall be determined as follows: 1. For lakes, ponds, and flowages, by (a) an elevation of available flood information and consistent with "Statewide Standards and Criteria for Management of Flood Plain Areas of Minnesota," or (b) placing the lowest floor at a level at least three (3) feet above the highest known water level. In those instances where sufficient data on known high water levels are not available, the ordinary high water level shall be used. 2. For streams, by an evaluation of available flood information and consistent with "Statewide Standards and Criteria for Management of Flood Plain Areas of Minnesota." Subd. 4 Adjacent Lots. On any shoreland lot where the adjacent lots have existing dwellings that exceed the minimum setback from the OHW level, the shoreline setback for a new dwelling unit or an addition to an existing dwelling unit shall not be less than the average of the setbacks from the OHW level for such adjacent dwellings minus ten (10) feet subject to the following: A. In no case shall the new structure or addition be within the minimum setback from the OWH level as stated in Section 1330.03 Subd 1. $WWDFKPHQW% B. In no case shall the new structure or addition be nearer to the OHW level than the nearest adjacent structure. C. The minimum structure setback in Section1330.03 Subd. 1 shall be used for the adjacent lot when calculating the setback if an adjacent lot is: 1. Vacant; 2. Has a use other than single or two-family residential; or, 3. Has a dwelling unit that encroaches on the minimum structure setback. Subd. 5 Exceptions to Structure Setback Requirements. No structure shall be placed within the structure setback requirements of the shoreland management district. The following are not classified as structures for the purposes of this section: A. Docks and Boatlifts. Setback requirements from the ordinary high water level shall not apply to docks and boatlifts. Location of docks and boatlifts shall be controlled by applicable State and local regulations. B. Stairways, access lifts, and landings. Setback requirements from the ordinary high water level shall not apply to stairways, access lifts, or landings. Stairways and access lifts are the preferred alternative to major topographic alterations for achieving access up and down bluffs and steep slopes to shore areas. Stairways, access lifts and landings located within the Shore Impact Zone shall meet the following design standards: 1. Landings for stairways and lifts shall not exceed 40 square feet in area. 2. Canopies or roofs are not allowed on stairways, access lifts, docks, or landings. C. Uncovered patios. At grade uncovered patios that have an underside surface that is entirely in contact with and wholly supported by the ground may be placed within the structure setback requirements from the ordinary high water level but shall not be placed within the Shore Impact Zone. Uncovered patios shall not be considered landscaped area when calculating lot coverage. D. Fences. Chain link, or other types of fences with a transparency of at least 75 percent, may be placed within the structure setback requirements from the ordinary high water level but shall not be placed within the Shore Impact Zone. E. E. Lakeshore lots may be permitted one (1) accessory storage shed within the required structure setback from the ordinary high water level, provided that it complies with the following provisions: 1. The structure or facility is not located within the Shore Impact Zone. 2. The structure or facility is not exceed 100 square feet in size and eight (8) feet in height, measured to the highest point of the structure. 3. The maximum width of the structure, as viewed from the water, does not exceed ten (10) feet. 4. The structure or facility is not designed or used for human habitation and does not contain a water supply or sewage treatment facilities. 5. The structure or facility is setback a minimum of ten (10) feet from the ordinary high water level. 6. The structure or facility shall be constructed of material architecturally similar in design, texture, and color to the principal structure on the lot; the design shall be reviewed by the City Planner prior to issuance of building permits. 7. The structure shall be screened a minimum of 50 percent by opaque vegetation or topography on the three walls seen from the lake with ecologically suited landscaping landward of the ordinary high water level from the lake. 8. The roof shall not be used as a deck or storage area. 9. The structure or facility is not a boathouse or boat storage structure as defined under Minnesota Statutes, Section 103G.245. Revised 10/03/2019 Shoreland Management Model Ordinance Introduction This model is intended to help local governments develop new shoreland ordinances and amend existing ordinances. This model ordinance is consistent with Minnesota’s shoreland management rules (6120.2500 – 6120.3800). The model ordinance includes some provisions that differ from those in rule. This is because the model is periodically updated to be consistent with changes made to statute and other agency rules since the rules were published in 1989. The model also contains administrative language not in rule to help clarify and administer provisions in the ordinance. Clarifications & Higher Standards Blue bold text in the “Ordinance Language” column indicates any language that provides clarity on topics not sufficiently addressed in rule, or reflects a higher standard than the minimum in rule. This text is optional and is identified as such in the “Commentary” column. (Note that higher standards may be additions to or deletions from the rules.) There are many higher standards that communities can consider besides those mentioned in this model. Please see the Innovative Standards Webpage for examples of what other communities are doing. Implementation Flexibility Some shoreland ordinance provisions provide greater levels of shoreland protection than other provisions. Many of these provisions deal with dimensional standards such as lot area/width, setbacks, impervious surface, etc. In general, they must be as strict as the model language, otherwise deviations must be approved by the DNR consistent with the implementation flexibility criteria in rule (6120.2800 Subp. 3). Approval to deviate from these provisions usually requires some type of offsetting higher standard on another provision in the ordinance, and must be negotiated and documented in an agreement with the DNR before the DNR will provide conditional approval of the ordinance or ordinance amendment. Attachment C Revised 10/03/2019 Contents 1.0 STATUTORY AUTHORIZATION AND POLICY _____________________________________________________________________________ 1 2.0 GENERAL PROVISIONS AND DEFINITIONS _______________________________________________________________________________ 1 3.0 ADMINISTRATION _________________________________________________________________________________________________ 9 4.0 SHORELAND CLASSIFICATION SYSTEM AND LAND USES __________________________________________________________________ 11 5.0 SPECIAL LAND USE PROVISIONS _____________________________________________________________________________________ 15 6.0 DIMENSIONAL AND GENERAL PERFORMANCE STANDARDS _______________________________________________________________ 17 7.0 PERFORMANCE STANDARDS FOR PUBLIC AND PRIVATE FACILITIES _________________________________________________________ 25 8.0 VEGETATION AND LAND ALTERATIONS _______________________________________________________________________________ 27 9.0 SUBDIVISION/PLATTING PROVISIONS _________________________________________________________________________________ 30 10.0 PLANNED UNIT DEVELOPMENTS (PUDs) _____________________________________________________________________________ 31 1 Revised 10/03/2019 Ordinance Language Commentary 1.0 STATUTORY AUTHORIZATION AND POLICY 1.1 Statutory Authorization. This shoreland ordinance is adopted pursuant to the authorization and policies contained in Minnesota Statutes, Chapter 103F, Minnesota Rules, Parts 6120.2500 - 6120.3900, and the planning and zoning enabling legislation in Minnesota Statutes, Chapter 394 (for counties) or Chapter 462 (for municipalities). 1.2 Policy. The Legislature of Minnesota has delegated responsibility to local governments of the state to regulate the subdivision, use and development of the shorelands of public waters and thus preserve and enhance the quality of surface waters, conserve the economic and natural environmental values of shorelands, and provide for the wise use of waters and related land resources. This responsibility is hereby recognized by (insert name of Community). 2.0 GENERAL PROVISIONS AND DEFINITIONS 2.1 Jurisdiction. The provisions of this ordinance apply to the shorelands of the public water bodies as classified in Section 4.1 of this ordinance, and to the shorelands of public water bodies greater than 10 acres in unincorporated areas in which the city has, by ordinance, extended the application of its zoning regulations as provided by Minnesota Statute, Chapter 462.357 Subd 1. Pursuant to Minnesota Rules, Parts 6120.2500 - 6120.3900, no lake, pond, or flowage less than 10 acres in size in municipalities or 25 acres in size in unincorporated areas need be regulated in a local government’s shoreland regulations. A body of water created by a private user where there was no previous shoreland may, at the discretion of the governing body, be exempt from this ordinance. 2.2 Enforcement. The (insert name of local government or designated official) is responsible for the administration and enforcement of this ordinance. Any violation of the provisions of this ordinance or failure to comply with any of its requirements (including violations of conditions and safeguards established in connection with grants of variances or conditional uses constitutes a misdemeanor and is punishable as defined by law. Violations of this ordinance can occur regardless of whether or not a permit is required for a regulated activity listed in Section 3.2 of this ordinance. 2.3 Severability. If any section, clause, provision, or portion of this ordinance is adjudged unconstitutional or invalid by a court of competent jurisdiction, the remainder of this ordinance shall not be affected thereby. 2.4 Abrogation and Greater Restrictions. It is not intended by this ordinance to repeal, abrogate, or impair any existing easements, covenants, or deed restrictions. However, where this ordinance imposes greater restrictions, the provisions of this ordinance shall prevail. All other ordinances inconsistent with this ordinance are hereby repealed to the extent of the inconsistency only. 2.5 Definitions. Unless specifically defined below, words or phrases used in this ordinance shall be interpreted to give them the same meaning they have in common usage and to give this ordinance its most reasonable 1.1. Ensures that LGU authority to administer and enforce the ordinance is connected to state regulatory policy. 1.2. Reinforces the responsibility of local governments to regulate shorelands in their jurisdiction. 2.1. Identifies the size of waterbodies that must be included in the ordinance as directed by rule. Water bodies meeting these thresholds must be listed in Section 4.0. Optional provision for cities that have extra-territorial zoning authority. 2.2 – 2.4. If these provisions are already included in the zoning ordinance, they are not needed. 2.5. These definitions are the minimum necessary for a compliant ordinance. Some definitions may not be needed if a given feature or land use is not present or not allowed in the community. 2 Revised 10/03/2019 Ordinance Language Commentary application. For the purpose of this ordinance, the words “must” and “shall” are mandatory and not permissive. All distances, unless otherwise specified, are measured horizontally. 2.511 Accessory structure or facility. Any building or improvement subordinate to a principal use. 2.512 Animal feedlot. A facility as defined by Minnesota Rules, part 7020.0300. 2.513 Bluff. A topographic feature such as a hill, cliff, or embankment having the following characteristics: A. Part or all of the feature is located in a shoreland area; B. The slope must drain toward the waterbody. C. The slope rises at least 25 feet above the ordinary high water level; D. The grade of the slope from the toe of the bluff to a point 25 feet or more above the ordinary high water level averages 30 percent or greater (see Figure 1), except that an area with an average slope of less than 18 percent over a distance of at least 50 feet shall not be considered part of the bluff (see Figure 2). Figure 1. Illustration of Bluff 2.513. The DNR’s bluff mapping tool, a GIS script, is available for download from the Minnesota Geospatial Commons. This tool is helpful for identifying bluffs for general mapping and planning purposes. 2.513.D. The phrase “except that an area with an average slope of less than 18 percent over a distance of at least 50 feet shall not be considered part of the bluff,” identifies terraces or large relatively flat areas that separate bluff features above and below the terrace. According to the Shoreland Rules SONAR, these areas are buildable if setback standards can be met. This phrase is not to be used in conjunction with the top of bluff definition to reduce the size of the bluff. 3 Revised 10/03/2019 Ordinance Language Commentary Figure 2. Exception to Bluff 2.514 Bluff impact zone. A bluff and land located within 20 feet of the top of a bluff. 2.515 Bluff, Toe of. The lower point of a 50-foot segment with an average slope exceeding 18 percent or the ordinary high water level, whichever is higher. 2.516 Bluff, Top of. For the purposes of measuring setbacks, bluff impact zone, and administering vegetation management standards, the higher point of a 50-foot segment with an average slope exceeding 18 percent. 2.517 Boathouse. A facility as defined by Minnesota Statutes, Section 103G.245. 2.518 Buffer. A vegetative feature as defined by Minnesota Statutes, Section 103F.48. 2.519 Building line. A line parallel to a lot line or the ordinary high water level at the required setback beyond which a structure may not extend. 2.520 Controlled access lot. A lot used to access public waters or as a recreation area for owners of nonriparian lots within the same subdivision containing the controlled access lot. 2.521 Commercial planned unit developments. Developments that provide transient, short-term lodging spaces, rooms, or parcels and their operations are essentially service-oriented. For example, hotel/motel accommodations, resorts, recreational vehicle and camping parks, and other primarily service-oriented activities are commercial planned unit developments. 2.522 Commercial use. The principal use of land or buildings for the sale, lease, rental, or trade of products, goods, and services. 2.523 Commissioner. The commissioner of the Department of Natural Resources. 2.524 Conditional use. A land use or development as defined by ordinance that would not be appropriate generally but may be allowed with appropriate restrictions upon a finding that certain conditions as 2.516 Optional language helps to clarify that the top of bluff is used for administering other provisions in addition to bluff setbacks. 2.517. Boathouses are prohibited by statute, and are different than water-oriented accessory structures (2.558) which are allowed in the rules. 4 Revised 10/03/2019 Ordinance Language Commentary detailed in the zoning ordinance exist, the use or development conforms to the comprehensive land use plan of the community, and the use is compatible with the existing neighborhood. 2.525 Deck. A horizontal, unenclosed platform with or without attached railings, seats, trellises, or other features, attached or functionally related to a principal use or site and at any point extending more than three feet above ground. 2.526 Duplex, triplex, and quad. A dwelling structure on a single lot, having two, three, and four units, respectively, attached by common walls and each unit equipped with separate sleeping, cooking, eating, living, and sanitation facilities. 2.527 Dwelling site. A designated location for residential use by one or more persons using temporary or movable shelter, including camping and recreational vehicle sites. 2.528 Dwelling unit. Any structure or portion of a structure, or other shelter designed as short- or long-term living quarters for one or more persons, including rental or timeshare accommodations such as motel, hotel, and resort rooms and cabins. 2.529 Extractive use. The use of land for surface or subsurface removal of sand, gravel, rock, industrial minerals, other nonmetallic minerals, and peat not regulated under Minnesota Statutes, Sections 93.44 to 93.51. 2.530 Forest land conversion. The clear cutting of forested lands to prepare for a new land use other than reestablishment of a subsequent forest stand. 2.531 Guest cottage. A structure used as a dwelling unit that may contain sleeping spaces and kitchen and bathroom facilities in addition to those provided in the primary dwelling unit on a lot. 2.532 Height of building. The vertical distance between the highest adjoining ground level at the building or ten feet above the lowest adjoining ground level, whichever is lower, and the highest point of a flat roof or average height of the highest gable of a pitched or hipped roof (see Figure 3). Figure 3. Height of Building 2.525. Any feature meeting this definition is also a structure (see structure definition) and must meet structure setbacks. Decks must meet floodplain standards. Decks that are accessory to a residential use are prohibited in floodways. Optional language. Make all decks a structure subject to permitting by eliminating the “three-feet above ground” language. 5 Revised 10/03/2019 Ordinance Language Commentary 2.533 Impervious surface. A constructed hard surface that prevents or retards entry of water into the soil and causes water to run off the surface in greater quantities and at an increased rate of flow than prior to development, including rooftops; decks; sidewalks; patios; swimming pools; parking lots; concrete, asphalt, gravel driveways, or permeable pavers; and other similar surfaces. 2.534 Industrial use. The use of land or buildings for the production, manufacture, warehousing, storage, or transfer of goods, products, commodities, or other wholesale items. 2.535 Intensive vegetation clearing. The complete removal of trees or shrubs in a contiguous patch, strip, row, or block. 2.536 Lot. A parcel of land designated by plat, metes and bounds, registered land survey, auditors plot, or other accepted means and separated from other parcels or portions by said description for the purpose of sale, lease, or separation. 2.537 Lot width. The minimum distance between: A. Side lot lines measured at the midpoint of the building line; and B. Side lot lines at the ordinary high water level, if applicable (see Figure 4). Figure 4. Lot Width 2.538 Metallic minerals and peat. “Metallic minerals and peat” has the meaning given under Minnesota Statutes, Sections 93.44 to 93.51. 2.539 Nonconformity. Any legal use, structure or parcel of land already in existence, recorded, or authorized before the adoption of official controls or amendments to those controls that would not have been permitted to become established under the terms of the official controls as now written. 2.533. Optional definition. An impervious surface definition is not in rule, but is very helpful for administering the required impervious surface standards in Section 8.4 of this model. Gravel driveways are defined as impervious since soils become compacted after use and impair infiltration of water, and they are often eventually paved over by property owners and such work doesn’t usually require a permit. Permeable pavers are also included to eliminate their use as a “work around” to meeting impervious coverage standards in Section 8.4. Permeable pavement can reduce stormwater runoff, if maintained, but as a hard surface they remove habitat/vegetation and thus also impact shoreland aesthetics, both of which are shoreland protection goals. 6 Revised 10/03/2019 Ordinance Language Commentary 2.540 Ordinary high water level. The boundary of public waters and wetlands, and shall be an elevation delineating the highest water level which has been maintained for a sufficient period of time to leave evidence upon the landscape, commonly that point where the natural vegetation changes from predominantly aquatic to predominantly terrestrial. For watercourses, the ordinary high water level is the elevation of the top of the bank of the channel. For reservoirs and flowages, the ordinary high water level is the operating elevation of the normal summer pool. 2.541 Planned unit development. A type of development characterized by a unified site design for a number of dwelling units or dwelling sites on a parcel, whether for sale, rent, or lease, and also usually involving clustering of these units or sites to provide areas of common open space, density increases, and a mix of structure types and land uses. These developments may be organized and operated as condominiums, time-share condominiums, cooperatives, full fee ownership, commercial enterprises, or any combination of these, or cluster subdivisions of dwelling units, residential condominiums, townhouses, apartment buildings, dwelling grounds, recreational vehicle parks, resorts, hotels, motels, and conversions of structures and land uses to these uses. 2.542 Public waters. Any water as defined in Minnesota Statutes, Section 103G.005, Subd. 15, 15a. 2.543 Residential planned unit development. A use where the nature of residency is nontransient and the major or primary focus of the development is not service-oriented. For example, residential apartments, manufactured home parks, time-share condominiums, townhouses, cooperatives, and full fee ownership residences would be considered as residential planned unit developments. To qualify as a residential planned unit development, a development must contain at least five dwelling units or sites. 2.544 Resort. “Resort” has the meaning in Minnesota Statute, Section 103F.227. 2.545 Semipublic use. The use of land by a private, nonprofit organization to provide a public service that is ordinarily open to some persons outside the regular constituency of the organization. 2.546 Setback. The minimum horizontal distance between a structure, sewage treatment system, or other facility and an ordinary high water level, sewage treatment system, top of a bluff, road, highway, property line, or other facility. 2.547 Sewage treatment system. “Sewage treatment system” has the meaning given under Minnesota Rules, part 7080.1100, Subp. 82. 2.548 Sewer system. Pipelines or conduits, pumping stations, and force main, and all other construction, devices, appliances, or appurtenances used for conducting sewage or industrial waste or other wastes to a point of ultimate disposal. 2.549 Shore impact zone. Land located between the ordinary high water level of a public water and a line parallel to it at a setback of 50 percent of the structure setback (see Figure 5). 2.540. This is the same definition as 103G.005 Subd. 14. 7 Revised 10/03/2019 Ordinance Language Commentary Figure 5. Shore Impact Zone 2.550 Shoreland. “Shoreland” means land located within the following distances from public waters: A. 1,000 feet from the ordinary high water level of a lake, pond, or flowage; and B. 300 feet from a river or stream, or the landward extent of a floodplain designated by ordinance on a river or stream, whichever is greater (see Figure 6). Figure 6. Definition of Shoreland 2.551 Shore recreation facilities. Swimming areas, docks, watercraft mooring areas and launching ramps and other water recreation facilities. 8 Revised 10/03/2019 Ordinance Language Commentary 2.552 Significant historic site. Any archaeological site, standing structure, or other property that meets the criteria for eligibility to the National Register of Historic Places or is listed in the State Register of Historic Sites, or is determined to be an unplatted cemetery that falls under the provisions of Minnesota Statutes, Section 307.08. A historic site meets these criteria if it is presently listed on either register or if it is determined to meet the qualifications for listing after review by the Minnesota state archaeologist or the director of the Minnesota Historical Society. All unplatted cemeteries are automatically considered to be significant historic sites. 2.553 Steep slope. Land where agricultural activity or development is either not recommended or described as poorly suited due to slope steepness and the site’s soil characteristics, as mapped and described in available county soil surveys or other technical reports, unless appropriate design and construction techniques and farming practices are used in accordance with the provisions of this ordinance. Where specific information is not available, steep slopes are lLands having average slopes over 12 percent, as measured over horizontal distances of 50 feet or more, which are not bluffs. 2.554 Structure. Any building or appurtenance, including decks, except aerial or underground utility lines, such as sewer, electric, telephone, telegraph, gas lines, towers, poles, and other supporting facilities. 2.555 Subdivision. Land that is divided for the purpose of sale, rent, or lease, including planned unit developments. 2.556 Suitability analysis. An evaluation of land to determine if it is appropriate for the proposed use. The analysis considers factors relevant to the proposed use and may include the following features: susceptibility to flooding; existence of wetlands; soils, erosion potential; slope steepness; water supply, sewage treatment capabilities; water depth, depth to groundwater and bedrock, vegetation, near-shore aquatic conditions unsuitable for water-based recreation; fish and wildlife habitat; presence of significant historic sites; or any other relevant feature of the natural land. 2.557 Variance. “Variance” means the same as that defined in Minnesota Statutes, Section 394.27 Subd. 7 (for counties) or Section 462.357 Subd. 6 (2) (for municipalities). 2.558 Water-oriented accessory structure or facility. A small, above ground building or other improvement, except stairways, fences, docks, and retaining walls, which, because of the relationship of its use to surface water, reasonably needs to be located closer to public waters than the normal structure setback. Examples of such structures and facilities include, watercraft and watercraft equipment storage structures, gazebos, screen houses, fish houses, pump houses, saunas, patios, and detached decks. Boathouses and boat storage structures given the meaning under Minnesota Statutes, Section 103G.245 are not a water-oriented accessory structures. 2.559 Water-dependent use. The use of land for commercial, industrial, public or semi-public purposes, where access to and use of a public water is an integral part of the normal conduct of operation. Marinas, 2.553. Optional deletion. This is a difficult definition to administer. Simplifying this definition to include only average slopes over 12% will make administration easier and improve resource protection. 2.558. Optional addition. Local governments may consider saunas, decks, and patios as water-oriented accessory structures (WOAS). This may help clarify administration. The treatment of patios, specifically, in the shore impact zone (SIZ) is a common source of confusion. As a WOAS, patios could be allowed in the SIZ and counted towards the size limitation of WOAS in Section 7.3. 9 Revised 10/03/2019 Ordinance Language Commentary resorts, and restaurants with transient docking facilities are examples of commercial uses typically found in shoreland areas. 2.559 Wetland. “Wetland” has the meaning given under Minnesota Rule, part 8420.0111. 3.0 ADMINISTRATION 3.1 Purpose. The purpose of this Section is to identify administrative provisions to ensure the ordinance is administered consistent with its purpose. 3.2 Permits. 3.21 A permit is required for the construction of buildings or building additions (including construction of decks and signs), the installation and/or alteration of sewage treatment systems, and those grading and filling activities not exempted by Section 8.3 of this ordinance. 3.22 A certificate of compliance, consistent with Minnesota Rules Chapter 7082.0700 Subp. 3, is required whenever a permit or variance of any type is required for any improvement on or use of the property. A sewage treatment system shall be considered compliant if the only deficiency is the system’s improper setback from the ordinary high water level. 3.3 Application materials. Application for permits and other zoning applications such as variances shall be made to the (insert designated official) on the forms provided. The application shall include the necessary information so that the (insert designated official) can evaluate how the application complies with the provisions of this ordinance. 3.4 Certificate of Zoning Compliance. The (insert designated official) shall issue a certificate of zoning compliance for each activity requiring a permit as specified in Section 3.2 of this ordinance. This certificate will specify that the use of land conforms to the requirements of this ordinance. Any use, arrangement, or construction at variance with that authorized by permit shall be deemed a violation of this ordinance and shall be punishable as provided in Section 2.2 of this ordinance. 3.5 Variances. Variances may only be granted in accordance with Minnesota Statutes, Section 394.27 (for counties) or Section 462.357 (for municipalities) and are subject to the following: 3.51 A variance may not circumvent the general purposes and intent of this ordinance; and 3.52 For properties with existing sewage treatment systems, a certificate of compliance, consistent with Minnesota Rules Chapter 7082.0700 Subp. 3, is required for variance approval. A sewage treatment system shall be considered compliant if the only deficiency is the system’s improper setback from the ordinary high water level. 3.6 Conditional Uses. All conditional uses in the shoreland area are subject to a thorough evaluation of the waterbody and the topographic, vegetation, and soil conditions to ensure: 3.1. All purpose statements in the model are optional but strongly encouraged. They help explain the intent of zoning provisions, which is useful to local governments for explaining provisions to property owners and developing findings for variance decisions. 3.5. The statutory criteria for evaluating variance applications are broad, one-size-fits-all, for use with all variances. Variances to shoreland protection standards affect public waters, resources to be protected for all state residents. Because of the special status of these waters, communities may want to establish special criteria for evaluating shoreland variances to ensure variances do not adversely affect public water resources. 10 Revised 10/03/2019 Ordinance Language Commentary 3.61 The prevention of soil erosion or other possible pollution of public waters, both during and after construction; 3.62 The visibility of structures and other facilities as viewed from public waters is limited; 3.63 There is adequate water supply and on-site sewage treatment; and 3.64 The types, uses, and numbers of watercraft that the project will generate are compatible in relation to the suitability of public waters to safely accommodate these watercrafts. 3.7 Mitigation. 3.71 In evaluating all variances, conditional uses, zoning and building permit applications, the zoning authority shall require the property owner to address, when appropriate, the following conditions, when related to and proportional to the impact, to meet the purpose of this ordinance, to protect adjacent properties, and the public interest: A. Advanced storm water runoff management treatment; B. Reducing impervious surfaces; C. Increasing setbacks from the ordinary high water level; D. Restoration of wetlands; E. Limiting vegetation removal and/or riparian vegetation restoration; F. Provisions for the location, design, and use of structures, sewage treatment systems, water supply systems, watercraft launching and docking areas, and parking areas; and G. Other conditions the zoning authority deems necessary. 3.72 In evaluating plans to construct sewage treatment systems, roads, driveways, structures, or other improvements on steep slopes, conditions to prevent erosion and to preserve existing vegetation screening of structures, vehicles, and other facilities as viewed from the surface of public waters assuming summer, leaf-on vegetation shall be attached to permits. 3.8 Nonconformities. 3.81 All legally established nonconformities as of the date of this ordinance may continue, but will be managed according to Minnesota Statutes, Sections 394.36 Subd. 5 (for counties) and 462.357 Subd. 1e (for cities) and other regulations of this community for alterations and additions; repair after damage; discontinuance of use; and intensification of use. 3.82 All additions or expansions to the outside dimensions of an existing nonconforming structure must meet the setback, height, and other requirements of Sections 5.0 to 8.0 of this ordinance. Any deviation from these requirements must be authorized by a variance. 3.71. This language is consistent with Minnesota Statute, sections 394.36 Subd. 5(f) (counties) and 462.357 Subd. 1e(i)(municipalities). Conditions come verbatim from statute or are a slight modification of statutory conditions and those from 6120.3900 Subp. 3A (b). Optional deletion provides stronger authority to apply conditions. The phrase “when related to and proportional to the impact” makes clear that conditions will be appropriately applied. 3.81. Variances to statutory requirements (394.36 Subd. 5 (d) or 462.357 Subd. 1e (g)) to combine contiguous nonconforming lots under common ownership are prohibited. See “Considerations in Managing Nonconforming Lots in Shoreland Areas.” 3.82. Consistent with Minnesota Statutes, sections 394.36, Subd. 4 (counties) and 462.357, Subd. 1e (municipalities). 11 Revised 10/03/2019 Ordinance Language Commentary 3.9 Notifications to the Department of Natural Resources. 3.91 All amendments to this shoreland ordinance must be submitted to the Department of Natural Resources for review and approval for compliance with the statewide shoreland management rules. The (insert local government name) will submit the proposed ordinance amendments to the commissioner or the commissioner’s designated representative at least 30 days before any scheduled public hearings. 3.92 All notices of public hearings to consider variances, ordinance amendments, or conditional uses under shoreland management controls must be sent to the commissioner or the commissioner’s designated representative at least ten (10) days before the hearings. Notices of hearings to consider proposed subdivisions/plats must include copies of the subdivision/plat. 3.93 All approved ordinance amendments and subdivisions/plats, and final decisions approving variances or conditional uses under local shoreland management controls must be sent to the commissioner or the commissioner’s designated representative and postmarked within ten days of final action. When a variance is approved after the Department of Natural Resources has formally recommended denial in the hearing record, the notification of the approved variance shall also include the summary of the public record/testimony and the findings of facts and conclusions which supported the issuance of the variance. 3.94 Any request to change the shoreland management classification of public waters within (insert local government name) must be sent to the commissioner or the commissioner’s designated representative for approval, and must include a resolution and supporting data as required by Minnesota Rules, part 6120.3000, subp.4. 3.95 Any request to reduce the boundaries of shorelands of public waters within (insert local government name) must be sent to the commissioner or the commissioner’s designated representative for approval and must include a resolution and supporting data The boundaries of shorelands may be reduced when the shoreland of water bodies with different classifications overlap. In these cases, the topographic divide between the water bodies shall be used for adjusting the boundaries. 3.10 Mandatory EAW. An Environmental Assessment Worksheet consistent with Minnesota Rules, Chapter 4410 must be prepared for projects meeting the thresholds of Minnesota Rules, part 4410.4300, Subparts 19a, 20a, 25, 27, 28, 29, and 36a. 4.0 SHORELAND CLASSIFICATION SYSTEM AND LAND USES 4.1 Shoreland Classification System. 4.11 Purpose. To ensure that shoreland development on the public waters of (insert local government name) is regulated consistent with the classifications assigned by the commissioner under Minnesota Rules, part 6120.3300. 3.9. DNR’s preferred notification method is via email to the appropriate DNR Area Hydrologist. 3.91. Submittal of ordinances and amendments to the DNR is required under statute. The optional language provides for submittal of amendments earlier than the 10-day notification required of public hearings (Section 3.92). Submittal of amendments 30 days prior to public hearing is mutually beneficial; it provides DNR with sufficient time to complete a review and make an approval decision in time for public hearings, thus minimizing delays in the local government’s adoption schedule. Amendments involving rezonings or zoning map changes that affect shorelands (e.g. changes to underlying zoning when shoreland provisions refer to underlying zoning) also require DNR review and approval. 3.94. Reclassifications require a formal request, and are usually only approved to correct an error in the original classification. Provisions for implementation flexibility (6120.2800, Subp. 3), rather than reclassification, may be used for requesting changes in standards for certain areas. Local governments may also adopt special protection classifications, a useful approach for applying higher standards around waters in need of greater protection. 3.10. Mandatory EAWs are required for many projects in shorelands. In most cases, the local government is the Responsible Government Unit (RGU) for completing the EAW. 4.1. The ordinance must list all public water shoreland within the community’s jurisdiction including public waters not in the jurisdiction but with surrounding shoreland that is in the jurisdiction. 12 Revised 10/03/2019 Ordinance Language Commentary 4.12 The shoreland area for the waterbodies listed in Sections 4.13 to 4.15 are defined in Section 2.550 and are shown on the Official Zoning Map. 4.13 Lakes are classified as follows: A. General development (GD); General Development Lake Name DNR Public Waters I.D. # (Insert lake name) (Insert DNR Public Waters I.D. #) (Insert lake name) (Insert DNR Public Waters I.D. #) B. Recreational development (RD); and Recreational Development Lake Name DNR Public Waters I.D. # (Insert lake name) (Insert DNR Public Waters I.D. #) (Insert lake name) (Insert DNR Public Waters I.D. #) C. Natural environment (NE). Natural Environment Lake Name DNR Public Waters I.D. # (Insert lake name) (Insert DNR Public Waters I.D. #) (Insert lake name) (Insert DNR Public Waters I.D. #) 4.14 Rivers and Streams are classified as follows: A. Urban; Urban River Name Legal Description (Insert river name) (Insert legal description) (Insert river name) (Insert legal description) Agriculture; Agriculture River Name Legal Description (Insert river name) (Insert legal description) (Insert river name) (Insert legal description) 4.12. Optional provision. It is helpful to show the shoreland areas for lakes and rivers on the zoning map along with their classifications. 4.13. Cities must list lakes that are 10 or more acres, and counties 25 or more acres (Minnesota Rules, part 6120.2500, Subp. 13). Cities that annex land or townships that incorporate with lakes that are 10 acres or more must amend their ordinances to include those lakes. List lakes along with the DNR public waters ID number. 4.14. List river names here along with township, range and section number of the river reach. Optional. Communities with sensitive shorelines or waters that are at risk to degradation due to nonpoint source nutrient pollution may designate those waters (lakes and rivers) with a special protection classification and regulate the shoreland of those waters with more restrictive development standards such as lot area, setback, riparian buffers, etc. 13 Revised 10/03/2019 Ordinance Language Commentary B. Transition; Transition River Name Legal Description (Insert river name) (Insert legal description) (Insert river name) (Insert legal description) C. Forested; and Forested River Name Legal Description (Insert river name) (Insert legal description) (Insert river name) (Insert legal description) D. Remote. Remote River Name Legal Description (Insert river name) (Insert legal description) (Insert river name) (Insert legal description) 4.15 All public rivers and streams shown on the Public Waters Inventory Map for (insert name of county), a copy of which is adopted by reference, not given a classification in Section 4.14 shall be considered “Tributary.” 4.2 Land Uses. 4.21 Purpose. To identify land uses that are compatible with the protection and preservation of shoreline resources in order to conserve the economic and environmental values of shoreland and sustain water quality. 4.22 Shoreland district land uses listed in Sections 4.23 and 4.24 are regulated as: A. Permitted uses (P). These uses are allowed, provided all standards in this ordinance are followed; B. Conditional uses (C). These uses are allowed through a conditional use permit. The use must be evaluated according to the criteria in Section 3.6 of this ordinance and any additional conditions listed in this ordinance; and C. Not permitted uses (N). These uses are prohibited. 4.15. Instead of this provision, local governments may list all tributaries in the table in Section 4.14, and/or provide a map of all watercourses subject to the tributary class. This is a practical alternative if the number of tributaries is relatively small. 4.22. Land uses in the shoreland district are listed as permitted, not permitted, or conditional for each water body classification. Land uses for each lake classification are in Section 4.23, and uses for each river classification are in 4.24. Local governments may further clarify if the listed “permitted” uses are allowed with or without a permit. Uses listed as “conditional” require a Conditional Use Permit (CUP). Underlying zoning 14 Revised 10/03/2019 Ordinance Language Commentary 4.23 Land uses for lake classifications: Land Uses General Development Recreational Development Natural Environment Single residential P P P Duplex, triplex, quad residential P P C Residential PUD C C C Water-dependent commercial - Accessory to residential PUD C C C Commercial P P C Commercial PUD - Expansion of PUD involving up to six additional units or sites allowed as a permitted use provided the provisions of Section 10.0 are satisfied. C C C Solar Power Facilities (principal land use) C C C Parks & historic sites C C C Public, semipublic P P C Industrial C C N Agricultural: cropland and pasture P P P Agricultural feedlots: New N N N Agricultural feedlots: Expansion or resumption of existing C C C Forest management P P P Forest land conversion C C C Extractive use C C C Mining of metallic minerals and peat P P P should be consistent with these uses to alleviate potential conflicts. Optional. Add solar power as a conditional use including criteria or conditions of approval. See “Consideration in Siting Solar Power Facilities in Shoreland Areas” for ideas for conditions. New feedlots are prohibited in shorelands per Minnesota Rules, part 7020. Minnesota statute 116.0711 allows the resumption of existing feedlots. 15 Revised 10/03/2019 Ordinance Language Commentary 4.24 Land uses for river and stream classifications: Land Uses Remote Forested Transition Agriculture Urban Tributary Single residential P P P P P P Duplex, triplex, quad residential C P P P P P Residential PUD C C C C C C Water-dependent commercial - Accessory to residential PUD C C C C C C Commercial C C C C P P Commercial PUD - Expansion of PUD involving up to six additional units or sites allowed as a permitted use provided the provisions of Section 10.0 are satisfied. C C C C C C Solar Power Facilities (principal land use) C C C C C C Parks & historic sites C C C C C C Public, semipublic C C C C P P Industrial N C N N C C Agricultural: cropland and pasture P P P P P P Agricultural feedlots: New N N N N N N Agricultural feedlots: Expansion or resumption of existing C C C C C C Forest management P P P P P P Forest land conversion C C C C C C Extractive use C C C C C C Mining of metallic minerals and peat P P P P P P 5.0 SPECIAL LAND USE PROVISIONS 5.1 Commercial, Industrial, Public, and Semipublic Use Standards. 5.11 Water-dependent uses may be located on parcels or lots with frontage on public waters provided that: A. The use complies with provisions of Section 7.0; Optional. Add solar power as a conditional use including criteria or conditions of approval. See “Consideration in Siting Solar Power Facilities in Shoreland Areas” for ideas for conditions. New feedlots are prohibited in shorelands per Minnesota Rules, part 7020. Minnesota statute 116.0711 allows the resumption of existing feedlots. 5.0. The uses and their special conditions in this section must be in the shoreland ordinance if the use is allowed. If not, the provision may be excluded from this section, however, it should be added to the land use tables in 4.23 and 4.24 and listed as “N.” Note that some of these uses are conditional uses and must be identified as such in use tables 4.23 and 4.24. 16 Revised 10/03/2019 Ordinance Language Commentary B. The use is designed to incorporate topographic and vegetative screening of parking areas and structures; C. Uses that require short-term watercraft mooring for patrons must centralize these facilities and design them to avoid obstructions of navigation and to be the minimum size necessary to meet the need; and D. Uses that depend on patrons arriving by watercraft may use signs and lighting, provided that: (1) Signs placed in or on public waters must only convey directional information or safety messages and may only be placed by a public authority or under a permit issued by the county sheriff; and (2) Signs placed within the shore impact zone are: (a) No higher than ten feet above the ground, and no greater than 32 square feet in size; and (b) If illuminated by artificial lights, the lights must be shielded or directed to prevent illumination across public waters; and (3) Other lighting may be located within the shore impact zone or over public waters if it is used to illuminate potential safety hazards and is shielded or otherwise directed to prevent direct illumination across public waters. This does not preclude use of navigational lights. 5.12 Commercial, industrial, public, and semi-public uses that are not water-dependent must be located on lots or parcels without public waters frontage, or, if located on lots or parcels with public waters frontage, must either be set back double the ordinary high water level setback or be substantially screened from view from the water by vegetation or topography, assuming summer, leaf-on conditions. 5.2 Agriculture Use Standards. 5.21 Buffers. A. The shore impact zone for parcels with permitted agricultural land uses is equal to a line parallel to and 50 feet from the ordinary high water level. B. General cultivation farming, grazing, nurseries, horticulture, truck farming, sod farming, and wild crop harvesting are permitted uses if steep slopes and shore and bluff impact zones are maintained in perennial vegetation or operated under an approved conservation plan that includes alternative riparian water quality practices consistent with the field office technical guides of the local soil and water conservation district or the Natural Resource Conservation Service, and as approved by the local soil and water conservation district. 5.22 New animal feedlots are not allowed in shoreland. Modifications or expansions to existing feedlots or resumption of old feedlots are conditional uses and must meet the following standards: A. Feedlots must be designed consistent with Minnesota Rules, Chapter 7020; 5.11.D. This provision was modified from rules for consistency with the Supreme Court decision in Reed vs Town of Gilbert regarding the first amendment and signage. 5.21. The DNR will consider a 50-foot average, 30-foot minimum buffer and language defining alternative water quality practices consistent with Minnesota Statutes, section 103F.48 as being consistent with 6120.3300, Subp. 7. Please see guidance and model language for acceptable language. 5.21.B. Optional deletion. Eliminating the option to use alternative practices instead of the required buffer will reduce nutrient runoff and improve surface water quality. 17 Revised 10/03/2019 Ordinance Language Commentary B. Feedlots must not further encroach into the existing ordinary high water level setback or the bluff impact zone and must not expand to a capacity of 1,000 animal units or more; and, C. Old feedlots not currently in operation may resume operation consistent with Minnesota Statutes, Section 116.0711. 5.3 Forest Management Standards. 5.31 The harvesting of timber and associated reforestation must be conducted consistent with the applicable provisions of the Sustaining Minnesota Forest Resources: Voluntary Site-Level Forest Management Guidelines for Landowners, Loggers and Resource Managers. 5.32 Intensive vegetation clearing for forest land conversion to another use is a conditional use subject to an erosion control and sedimentation plan developed and approved by the soil and water conservation district. 5.4 Extractive Use Standards. Extractive uses are conditional uses and must meet the following standards: 5.41. Site Development and Restoration Plan. A site development and restoration plan must be developed, approved, and followed over the course of operation. The plan must: A. Address dust, noise, possible pollutant discharges, hours and duration of operation, and anticipated vegetation and topographic alterations; B. Identify actions to be taken during operation to mitigate adverse environmental impacts, particularly erosion; and C. Clearly explain how the site will be rehabilitated after extractive activities end. 5.42 Setbacks for Processing Machinery. Processing machinery must meet structure setback standards from ordinary high water levels and from bluffs. 5.5 Metallic Mining Standards. Mining of metallic minerals and peat is a permitted use provided the provisions of Minnesota Statutes, Sections 93.44 to 93.51, are satisfied. 6.0 DIMENSIONAL AND GENERAL PERFORMANCE STANDARDS 6.1 Purpose. To establish dimensional and performance standards that protect shoreland resources from impacts of development. 6.2 Lot Area and Width Standards. After the effective date of this ordinance, all new lots must meet the minimum lot area and lot width requirements in Sections 6.25 and 6.26, subject to the following standards: 6.21 Only lands above the ordinary high water level can be used to meet lot area and width standards; 6.22 Lot width standards must be met at both the ordinary high water level and at the building line; 18 Revised 10/03/2019 Ordinance Language Commentary 6.23 The sewer lot area dimensions can only be used if publicly owned sewer system service is available to the property; 6.24 Residential subdivisions with dwelling unit densities exceeding those in Sections 6.25 and 6.26 are allowed only if designed and approved as residential PUDs under Section 10.0 of this ordinance; and 6.25 Lake Minimum Lot Area and Width Standards: A. General development lake – No sewer. B. General development lake – Sewer C. Recreational development lake – No sewer Lot Type Riparian Lot Area (sf) Riparian Lot Width (ft) Nonriparian Lot Area (sf) Nonriparian Lot Width (ft) Single 20,000 100 40,000 150 Duplex 40,000 180 80,000 265 Triplex 60,000 260 120,000 375 Quad 80,000 340 160,000 490 Lot Type Riparian Lot Area (sf) Riparian Lot Width (ft) Nonriparian Lot Area (sf) Nonriparian Lot Width (ft) Single 15,000 75 10,000 75 Duplex 26,000 135 17,500 135 Triplex 38,000 195 25,000 190 Quad 49,000 255 32,500 245 Lot Type Riparian Lot Area (sf) Riparian Lot Width (ft) Nonriparian Lot Area (sf) Nonriparian Lot Width (ft) Single 40,000 150 40,000 150 Duplex 80,000 225 80,000 265 Triplex 120,000 300 120,000 375 Quad 160,000 375 160,000 490 6.25. Local governments may want to require larger lot area and width standards than those listed. Larger lots reduce density and risk of surface water use overcrowding and preserve lakeshore character. Larger lots also reduce the amount of development and impervious surfaces along sensitive shorelines providing protection to waters sensitive to nutrient pollution. 19 Revised 10/03/2019 Ordinance Language Commentary D. Recreational development lake – Sewer E. Natural environment lake – No sewer F. Natural environment lake – Sewer Lot Type Riparian Lot Area (sf) Riparian Lot Width (ft) Nonriparian Lot Area (sf) Nonriparian Lot Width (ft) Single 20,000 75 15,000 75 Duplex 35,000 135 26,000 135 Triplex 50,000 195 38,000 190 Quad 65,000 255 49,000 245 Lot Type Riparian Lot Area (sf) Riparian Lot Width (ft) Nonriparian Lot Area (sf) Nonriparian Lot Width (ft) Single 80,000 200 80,000 200 Duplex 120,000 300 160,000 400 Triplex 160,000 400 240,000 600 Quad 200,000 500 320,000 800 Lot Type Riparian Lot Area (sf) Riparian Lot Width (ft) Nonriparian Lot Area (sf) Nonriparian Lot Width (ft) Single 40,000 125 20,000 125 Duplex 70,000 225 35,000 220 Triplex 100,000 325 52,000 315 Quad 130,000 425 65,000 410 20 Revised 10/03/2019 Ordinance Language Commentary 6.26 River/Stream Minimum Lot Width Standards. There are no minimum lot area requirements for rivers and streams. The lot width standards in feet are: Lot Type Remote Forested Transition Agriculture Urban & Tributary No Sewer Urban & Tributary Sewer Single 300 200 250 150 100 75 Duplex 450 300 375 225 150 115 Triplex 600 400 500 300 200 150 Quad 750 500 625 375 250 190 6.3 Special Residential Lot Provisions. 6.31 Subdivisions of duplexes, triplexes, and quads are conditional uses on Natural Environment Lakes and must also meet the following standards: A. Each building must be set back at least 200 feet from the ordinary high water level; B. Each building must have common sewage treatment and water systems in one location and serve all dwelling units in the building; C. Watercraft docking facilities for each lot must be centralized in one location and serve all dwelling units in the building; and D. No more than 25 percent of a lake’s shoreline can be in duplex, triplex, or quad developments. 6.32. One guest cottage may be allowed on lots meeting or exceeding the duplex lot area and width dimensions presented in Sections 6.25 and 6.26, provided the following standards are met: A. For lots exceeding the minimum lot dimensions of duplex lots, the guest cottage must be located within an area equal to the smallest duplex-sized lot that could be created including the principal dwelling unit; B. A guest cottage must not cover more than 700 square feet of land surface and must not exceed 15 feet in height; and C. A guest cottage must be located or designed to reduce its visibility as viewed from public waters and adjacent shorelands by vegetation, topography, increased setbacks or color, assuming summer leaf-on conditions. 6.33 Controlled access lots are permissible if created as part of a subdivision and in compliance with the following standards: 6.26. Local governments may want to establish minimum lot area requirements and require larger lot width and area standards than those listed. 6.31. If a community does not have NE lakes this provision may be omitted. If a community has NE lakes but prohibits duplex, triplex or quads on NE lakes, this provision may be omitted. However, duplex, triplex or quad structures must be listed in the land use tables 4.23 and 4.24 as “N.” 6.32. If a community does not allow guest cottages or secondary dwelling units, this provision may be omitted. However, guest cottages must be listed in the land use tables 4.23 and 4.24 as “N.” 6.33. Controlled access lots are the only method to allow riparian access for non-riparian property and are only allowed at the time of subdivision. Communities concerned about overcrowding of surface waters may choose to prohibit controlled 21 Revised 10/03/2019 Ordinance Language Commentary A. The lot must meet the area and width requirements for residential lots, and be suitable for the intended uses of controlled access lots as provided in item D; B. If docking, mooring, or over-water storage of more than six (6) watercraft is to be allowed at a controlled access lot, then the width of the lot (keeping the same lot depth) must be increased by a percentage of the requirements for riparian residential lots for each watercraft beyond six, consistent with the following table: Ratio of lake size to shore length (acres/mile) Required percent increase in frontage Less than 100 25% 100 – 200 20% 201 – 300 15% 301 – 400 10% Greater than 400 5% C. The lot must be jointly owned by all purchasers of lots in the subdivision or by all purchasers of nonriparian lots in the subdivision who are provided riparian access rights on the access lot; and D. Covenants or other equally effective legal instruments must be developed that: (1) Specify which lot owners have authority to use the access lot; (2) Identify what activities are allowed. The activities may include watercraft launching, loading, storage, beaching, mooring, docking, swimming, sunbathing, or picnicking; (3) Limit the total number of vehicles allowed to be parked and the total number of watercraft allowed to be continuously moored, docked, or stored over water; (4) Require centralization of all common facilities and activities in the most suitable locations on the lot to minimize topographic and vegetation alterations; and (5) Require all parking areas, storage buildings, and other facilities to be screened by vegetation or topography as much as practical from view from the public water, assuming summer, leaf-on conditions. 6.34 Access Easements. Easements providing access to boat docking and mooring facilities to non-riparian property owners are prohibited. access lots. If a community does not allow controlled access lots, this provision may be omitted. However, controlled access lots must be listed in the land use tables in 4.23 and 4.24 as “N.” 6.34. Optional. Communities concerned about crowding of surface waters may want to prohibit access easements and the additional boats that result from their use. 22 Revised 10/03/2019 Ordinance Language Commentary 6.4 Placement, Height, and Design of Structures. 6.41 OHWL Setback for Structures and Sewage Treatment Systems. When more than one setback applies to a site, structures and facilities must be located to meet all setbacks, and comply with the following OHWL setback provisions. The structure setback standards for sewered properties can only be used if publicly owned sewer system service is available. Waterbody Classification Structures with No Sewer Structures with Sewer Sewage Treatment Systems Natural Environment Lakes 150 150 150 Recreational Development Lakes 100 75 75 General Development Lakes 75 50 50 Remote Rivers 200 200 150 Forested and Transition Rivers 150 150 100 Agriculture, Urban, & Tributary Rivers 100 50 75 A.OHWL Setbacks. Structures, impervious surfaces, and sewage treatment systems must meet setbacks from the Ordinary High Water Level (OHWL), except that one water-oriented accessory structure or facility, designed in accordance with Section 7.3 of this ordinance, may be set back a minimum distance of ten (10) feet from the OHWL: B.Setback averaging. Where structures exist on the adjoining lots on both sides of a proposed building site, structure setbacks may be altered without a variance to conform to the adjoining setbacks from the OHWL, provided the proposed structure is not located in a shore impact zone or in a bluff impact zone (see Figure 7); Figure. 7 Structure Setback Averaging 6.4. Local governments may apply stricter standards than those listed here. Increasing structure setbacks can help reduce the risk of erosion in near shore areas and enhance the aesthetic character of lakes and shorelands. Larger setbacks also allow room for larger riparian buffers. Increasing septic system setbacks increases reduces the risk of subsurface effluent reaching surface waters. 6.41 Optional addition. This language clarifies that the ”sewer” standards only apply if a publicly owned sewer system is available to the property to be consistent with similar language in Section 6.23 which is specified in rule. 6.41.A. Optional language. Keeping impervious surfaces away from the riparian edge is important for reducing the risk of erosion in the near shore area and nutrient loading into surface waters due to runoff. Section 7.3 of this ordinance allows for some exceptions for impervious surfaces in the near shore area. ALL accessory structures must meet floodplain standards and are prohibited in floodways. 6.41.B. Local governments may choose to exclude this provision from their ordinance or only apply it to nonconforming lots. 23 Revised 10/03/2019 Ordinance Language Commentary C.Setbacks of decks. Deck additions may be allowed without a variance to a structure not meeting the required setback from the ordinary high water level if all of the following criteria are met: (1) The structure existed on the date the structure setbacks were established; (2) A thorough evaluation of the property and structure reveals no reasonable location for a deck meeting or exceeding the existing ordinary high water level setback of the structure; (3) The deck encroachment toward the ordinary high water level does not exceed 15 percent of the existing setback of the structure from the ordinary high water level or is no closer than 30 feet from the OHWL, whichever is more restrictive; and (4) The deck is constructed primarily of wood, and is not roofed or screened (see Figure 8). Figure 8. Deck Encroachment D.Additional structure setbacks. Structures must also meet the following setbacks, regardless of the waterbody classification: Setback from: Setback (ft) Top of bluff 30 Unplatted cemetery 50 Right-of-way line of federal, state, or county highway 50 Right-of-way line of town road, public street, or other roads not classified 20 E.Bluff Impact Zones. Structures, impervious surfaces, and accessory facilities, except stairways and landings, must not be placed within bluff impact zones. 6.41.C. Local governments may choose to exclude this provision from their ordinance. 6.41.D. Local governments may apply stricter standards than those listed. The presence of permeable soils on top of bedrock, combined with steep slopes or bluffs, can increase risk of septic effluent leakage out the sides of slopes or bluffs. Establishing septic system setbacks from the top of bluffs can reduce this risk. 6.41.E. Optional. Keeping impervious surfaces out of the bluff impact zone is important for reducing the risk of slope erosion and failure and nutrient loading into surface waters due to runoff. 24 Revised 10/03/2019 Ordinance Language Commentary 6.42 Height of Structures. All structures in residential districts in cities, except churches and nonresidential agricultural structures, must not exceed 25 feet in height. 6.43 Lowest Floor Elevation. A. Determining elevations. Structures must be placed at an elevation consistent with the applicable floodplain regulatory elevations. Where these controls do not exist, the elevation to which the lowest floor, including basement, is placed or flood-proofed must be determined as follows: (1) For lakes, by placing the lowest floor at a level at least three feet above the highest known water level, or three feet above the ordinary high water level, whichever is higher (see Figure 9); (2) For rivers and streams, by placing the lowest floor at least three feet above the highest known flood elevation. If highest known flood elevation is not available, by placing the lowest floor at least three feet above the ordinary high water level (see Figure 9), or by conducting a technical evaluation to establish a flood protection elevation. Technical evaluations must be done by a qualified engineer or hydrologist consistent with Minnesota Rules, parts 6120.5000 to 6120.6200. B. Methods for placement. (1) In addition to the lowest floor, all service utilities must be elevated or water-tight to the elevation determined in part A. (2)If elevation methods involving fill would result in filling in the SIZ, then structures must instead be elevated through floodproofing methods in accordance with 6.43(B)(3) below; (3) If the structure is floodproofed, then it must be built to resist hydrostatic pressure through elevation methods such as blocks, pilings, filled stem walls, elevated concrete pad, internally flooded enclosed areas, or through other accepted engineering practices consistent with FEMA technical bulletins 1, 2 and 3. Figure 9. Lowest Floor Elevation 6.42. Height standards only apply to residential districts in cities (MR 6120.3300 Subp. 3.G.). 6.43. These provisions apply to areas where there are no mapped floodplains or floodplain studies for determining elevations. If ALL shoreland areas in a community have been mapped/have studies, these provisions may be omitted. 6.43.B(2) Optional. Do not allow fill to raise structures in the SIZ, only elevation through floodproofing. This minimizes land alteration and vegetation removal in a highly sensitive area. 25 Revised 10/03/2019 Ordinance Language Commentary 6.44 Significant Historic Sites. No structure may be placed on a significant historic site in a manner that affects the values of the site unless adequate information about the site has been removed and documented in a public repository. 6.5 Water Supply and Sewage Treatment. 6.51 Water supply. Any public or private supply of water for domestic purposes must meet or exceed standards for water quality of the Minnesota Department of Health and the Minnesota Pollution Control Agency. 6.52 Sewage treatment. Any premises used for human occupancy must be connected to a publicly-owned sewer system, where available or comply with Minnesota Rules, Chapters 7080 – 7081. 7.0 PERFORMANCE STANDARDS FOR PUBLIC AND PRIVATE FACILITIES 7.1 Placement and Design of Roads, Driveways, and Parking Areas. Public and private roads and parking areas must be designed to take advantage of natural vegetation and topography to achieve maximum screening as viewed from public waters and comply with the following standards: 7.11 Roads, driveways, and parking areas must meet structure setbacks and must not be placed within bluff and shore impact zones, when other reasonable and feasible placement alternatives exist. If no alternatives exist, they may be placed within these areas, and must be designed to minimize adverse impacts; 7.12 Watercraft access ramps, approach roads, and access-related parking areas may be placed within shore impact zones provided the vegetative screening and erosion control conditions of this subpart are met; 7.13 Private facilities must comply with the grading and filling provisions of Section 8.3 of this ordinance; and 7.14 For public roads, driveways and parking areas, documentation must be provided by a qualified individual that they are designed and constructed to minimize and control erosion to public waters consistent with the field office technical guides of the local soil and water conservation district, or other applicable technical materials. 7.2 Stairways, Lifts, and Landings. Stairways and lifts are the preferred alternative to major topographic alterations for achieving access up and down bluffs and steep slopes to shore areas. Stairways, lifts, and landings must meet the following design requirements: 7.21 Stairways and lifts must not exceed four feet in width on residential lots. Wider stairways may be used for commercial properties, public recreational uses, and planned unit developments; 7.22 Landings for stairways and lifts on residential lots must not exceed 32 square feet in area. Landings larger than 32 square feet may be used for commercial properties, public-space recreational uses, and planned unit developments; 26 Revised 10/03/2019 Ordinance Language Commentary 7.23 Canopies or roofs are not allowed on stairways, lifts, or landings; 7.24 Stairways, lifts, and landings may be either constructed above the ground on posts or pilings, or placed into the ground, provided they are designed and built in a manner that ensures control of soil erosion; 7.25 Stairways, lifts, and landings must be located in the most visually inconspicuous portions of lots, as viewed from the surface of the public water assuming summer, leaf-on conditions, whenever practical; and 7.26 Facilities such as ramps, lifts, or mobility paths for physically handicapped persons are also allowed for achieving access to shore areas, if they are consistent with the dimensional and performance standards of sub items 7.21 to 7.25 and the requirements of Minnesota Rules, Chapter 1341. 7.3 Water-oriented Accessory Structures or Facilities. Each residential lot may have one water-oriented accessory structure or facility if it complies with the following provisions: 7.31 The structure or facility must not exceed ten feet in height, exclusive of safety rails, and cannot occupy an area greater than 250 square feet. The structure or facility may include detached decks not exceeding eight feet above grade at any point or at-grade patios; 7.32 The structure or facility is not in the Bluff Impact Zone; 7.33 The setback of the structure or facility from the ordinary high water level must be at least ten feet; 7.34 The structure is not a boathouse or boat storage structure as defined under Minnesota Statutes, Section 103G.245; 7.35 The structure or facility must be treated to reduce visibility as viewed from public waters and adjacent shorelands by vegetation, topography, increased setbacks or color, assuming summer, leaf-on conditions; 7.36 The roof may be used as an open-air deck with safety rails, but must not be enclosed with a roof or sidewalls or used as a storage area; 7.37 The structure or facility must not be designed or used for human habitation and must not contain water supply or sewage treatment facilities; 7.38 As an alternative for general development and recreational development waterbodies, water-oriented accessory structures used solely for storage of watercraft and boating-related equipment may occupy an area up to 400 square feet provided the maximum width of the structure is 20 feet as measured parallel to the shoreline; and 7.39 Water-oriented accessory structures may have the lowest floor placed lower than the elevation specified in Section 6.43 if the structure is designed to accommodate internal flooding, constructed of flood-resistant materials to the elevation, electrical and mechanical equipment is placed above the elevation 7.3. If a community does not allow water-oriented accessory structures or facilities (WOAS), this provision may be omitted. However, such structures and facilities must be listed in the land use tables in 4.23 and 4.24 as “N.” 7.31. Optional addition. Including “patios” as a water-oriented accessory structure (WOAS) or facility makes patios subject to the limitations of this provision. This helps to simplify administration and limit the amount of impervious surfaces within the shore impact zone. “Patios” should only be included here if they are also included in the definition of WOAS in Section 2.558. It’s acceptable to allocate the 250 SF limit between multiple structures and facilities. 7.36. Optional addition. The additional language helps to clarify structure design and keep such structures smaller and less noticeable. Rules don’t specifically prohibit roofs but they do say “must not be enclosed” A reasonable interpretation is that roofs constitute and enclosure. 27 Revised 10/03/2019 Ordinance Language Commentary and, if long duration flooding is anticipated, the structure is built to withstand ice action and wind-driven waves and debris. 8.0 VEGETATION AND LAND ALTERATIONS 8.1 Purpose. Alterations of vegetation and topography are regulated to prevent erosion into public waters, fix nutrients, preserve shoreland aesthetics, preserve historic values, prevent bank slumping, sustain water quality, and protect fish and wildlife habitat. 8.2 Vegetation Management. 8.21 Removal or alteration of vegetation must comply with the provisions of this subsection except for: A. Vegetation alteration necessary for the construction of structures and sewage treatment systems under validly issued permits for these facilities; B. The construction of public roads and parking areas if consistent with Section 7.1 of this ordinance; C. Forest management uses consistent with Section 5.3 of this ordinance; and D. Agricultural uses consistent with Section 5.2 of this ordinance. 8.22 Intensive vegetation clearing in the shore and bluff impact zones and on steep slopes is prohibited. Intensive clearing outside of these areas is allowed if consistent with the forest management standards in Section 5.3 of this ordinance. 8.23 Limited clearing and trimming of trees and shrubs in the shore and bluff impact zones and on steep slopes, is allowed to provide a view to the water from the principal dwelling and to accommodate the placement of stairways and landings, picnic areas, access paths, livestock watering areas, beach and watercraft access areas, and permitted water-oriented accessory structures or facilities, provided that: A. The screening of structures, vehicles, or other facilities as viewed from the water, assuming summer, leaf-on conditions, is not substantially reduced; B. Existing shading of water surfaces along rivers is preserved; C. Cutting debris or slash shall be scattered and not mounded on the ground; and D. Perennial ground cover is retained. E. Picnic areas, access paths, livestock watering areas, beaches and watercraft access areas are prohibited in bluff impact zones. 8.24 Removal of trees, limbs, or branches that are dead, diseased, dying, or pose safety hazards is allowed without a permit. 8.0. These standards prohibit or limit vegetation removal in specified areas. These are difficult to administer and enforce, and once vegetation has been removed there are no requirements to restore it. Communities concerned about the loss of riparian vegetation and habit, erosion control and aesthetics may consider establishing a requirement to maintain a riparian buffer and restoration to the required standard as a condition of any permit approval. This is one of the most important actions any community can take – See the Innovative Standards Webpage . 8.23 C, D, and E. Optional. These standards provide additional protection for vegetation and reduce land disturbance in bluff impact areas that enhance habitat and protect water quality. 28 Revised 10/03/2019 Ordinance Language Commentary 8.25 Fertilizer and pesticide runoff into surface waters must be minimized through use of vegetation, topography or both. 8.3 Grading and Filling. 8.31 Grading and filling activities must comply with the provisions of this subsection except for the construction of public roads and parking areas if consistent with Section 7.1 of this ordinance. 8.32 Permit Requirements. A. Grading, filling and excavations necessary for the construction of structures, sewage treatment systems, and driveways, if part of an approved permit, do not require a separate grading and filling permit. However, the standards in Section 8.33 of this ordinance must be incorporated into the permit. B. For all other work, including driveways not part of another permit, a grading and filling permit is required for: (1) the movement of more than 10 cubic yards of material on steep slopes or within shore or bluff impact zones; and (2) the movement of more than 50 cubic yards of material outside of steep slopes and shore and bluff impact zones. 8.33 Grading, filling and excavation activities must meet the following standards: A. Grading or filling of any wetland must meet or exceed the wetland protection standards under Minnesota Rules, Chapter 8420 and any other permits, reviews, or approvals by other local state, or federal agencies such as watershed districts, the DNR or US Army Corps of Engineers; B. Land alterations must be designed and implemented to minimize the amount of erosion and sediment from entering surface waters during and after construction consistently by: (1) Limiting the amount and time of bare ground exposure; (2) Using temporary ground covers such as mulches or similar materials; (3) Establishing permanent, deep-rooted and dense vegetation cover as soon as possible; (4) Using sediment traps, vegetated buffer strips or other appropriate techniques; (5) Stabilizing altered areas to acceptable erosion control standards consistent with the field office technical guides of the soil and water conservation district; (6) Not placing fill or excavated material in a manner that creates unstable slopes. Plans to place fill or excavated material on steep slopes must be reviewed by qualified professionals for continued slope stability and must not create finished slopes of 30 percent or greater; 8.3. Note that Minnesota Rules, part 4410.4300, Subp. 36a provides thresholds for mandatory EAWs for certain land conversions and alterations in shoreland. The local government is the Responsible Government Unit (RGU) unless otherwise specified. 8.32.A. The1999 model ordinance included driveways in this provision even though they are not included in rule. If ordinances include driveways in this provision they should also include the driveway language in 8.32.B. to communicate that driveways, as a stand-alone project, do need a permit if they meet the stated disturbance thresholds. 8.32.B. Optional. In addition to a cubic yard threshold for permitting, also include a square footage threshold that is comparable to the disturbance of the required 10 cubic yard threshold. Most property owners can visualize square footage area better than a cubic yard volume and will thus aid in permitting compliance. A land disturbance of 1,000 square feet (an approximate 32 X 32-foot area) in the SIZ/BIZ or on a steep slope is a significant area that could cause erosion/sedimentation into surface waters and worthy of management through a permit. A commensurate area for the 50 cubic yard threshold is 5,000 square feet. 8.32.B.(1).Optional. Consider prohibiting filling in the SIZ or if filling is allowed, require conditions of approval that, at a minimum, require vegetation restoration. 8.33.B.(3). Optional addition of deep-rooted and dense vegetation to improve soil stability. 29 Revised 10/03/2019 Ordinance Language Commentary (7) Fill or excavated material must not be placed in bluff impact zones; (8) Any alterations below the ordinary high water level of public waters must first be authorized by the commissioner under Minnesota Statutes, Section 103G; (9) Alterations of topography are only allowed if they are accessory to permitted or conditional uses and do not adversely affect adjacent or nearby properties; and (10)Placement of natural rock riprap, including associated grading of the shoreline and placement of a filter blanket, is permitted if: (a) the finished slope does not exceed three feet horizontal to one-foot vertical; (b) the landward extent of the riprap is within ten feet of the ordinary high water level; and (c) the height of the riprap above the ordinary high water level does not exceed three feet (see Figure 10). Figure 10. Riprap Guidelines 8.34 Connections to public waters. Excavations to connect boat slips, canals, lagoons, and harbors to public waters require a public waters permit and must comply with Minnesota Rules, Chapter 6115. 8.4 Stormwater Management. 8.41 General Standards: A. When possible, existing natural drainageways, and vegetated soil surfaces must be used to convey, store, filter, and retain stormwater runoff before discharge to public waters. B. Development must be planned and conducted in a manner that will minimize the extent of disturbed areas, runoff velocities, erosion potential, and reduce and delay runoff volumes. Disturbed areas 8.34. DNR permits for public water excavations require that the local government have a DNR-approved shoreland zoning ordinance (Minnesota Statute, Section 103G.245, Subd. 8(1)) as a condition of a public water permit approval. The DNR may deny a permit for public waters excavations if there is no shoreland ordinance or if the current ordinance is not consistent with the ordinance the DNR has approved. 8.41. These are common stormwater management BMPs. If any of these specific provisions exist elsewhere in a local ordinance and are similar, they may be omitted here. 30 Revised 10/03/2019 Ordinance Language Commentary must be stabilized as soon as possible and appropriate facilities or methods used to retain sediment on the site. C. When development density, topography, soils, and vegetation are not sufficient to adequately handle stormwater runoff, constructed facilities such as settling basins, skimming devices, dikes, waterways, ponds and infiltration may be used. Preference must be given to surface drainage, vegetation, and infiltration rather than buried pipes and man-made materials and facilities. 8.42 Specific Standards: A. Impervious surfaces of lots must not exceed 25 percent of the lot area. B. When constructed facilities are used for stormwater management, documentation must be provided by a qualified individual that they are designed and installed consistent with the field office technical guide of the local soil and water conservation district or the Minnesota Stormwater Manual, as applicable. C. New constructed stormwater outfalls to public waters must be consistent with Minnesota Rules, part 6115.0231. 9.0 SUBDIVISION/PLATTING PROVISIONS 9.1 Purpose. To ensure that new development minimizes impacts to shoreland resources and is safe and functional. 9.2 Land suitability. Each lot created through subdivision, including planned unit developments authorized under Section 10.0 of this ordinance, must be suitable in its natural state for the proposed use with minimal alteration A suitability analysis must be conducted for each proposed subdivision, including planned unit developments, to determine if the subdivision is suitable in its natural state for the proposed use with minimal alteration and whether any feature of the land is likely to be harmful to the health, safety, or welfare of future residents of the proposed subdivision or of the community. 9.3 Consistency with other controls. Subdivisions and each lot in a subdivision shall meet all official controls so that a variance is not needed later to use the lots for their intended purpose. 9.4 Water and Sewer Design Standards. 9.41 A potable water supply and a sewage treatment system consistent with Minnesota Rules, Chapters 7080 – 7081 must be provided for every lot. 9.42 Each lot must include at least two soil treatment and dispersal areas that support systems described in Minnesota Rules, parts 7080.2200 to 7080.223 or site conditions described in part 7081.0270, subparts 3 to 7, as applicable. 9.43 Lots that would require use of holding tanks are prohibited. 8.42.A. Local governments may reduce the maximum amount of impervious surface allowed. Reducing the amount of allowed impervious surface will reduce the runoff volume and rate reducing the risk of erosion and nutrient loading into surface waters. Requiring a lower minimum (15% or 20%) only on new lots avoids the creation of nonconformities. 31 Revised 10/03/2019 Ordinance Language Commentary 9.5 Information requirements. 9.51 Topographic contours at ten-foot intervals or less from United States Geological Survey maps or more current sources, showing limiting site characteristics; 9.52 The surface water features required in Minnesota Statutes, section 505.021, Subd. 1, to be shown on plats, obtained from United States Geological Survey quadrangle topographic maps or more current sources; 9.53 Adequate soils information to determine suitability for building and sewage treatment capabilities for every lot from the most current existing sources or from field investigations such as soil borings, percolation tests, or other methods; 9.54 Information regarding adequacy of domestic water supply; extent of anticipated vegetation and topographic alterations; near-shore aquatic conditions, including depths, types of bottom sediments, and aquatic vegetation; and proposed methods for controlling stormwater runoff and erosion, both during and after construction activities; 9.55 Location of 100-year flood plain areas and floodway districts from existing adopted maps or data; and 9.56 A line or contour representing the ordinary high water level, the “toe” and the “top” of bluffs, and the minimum building setback distances from the top of the bluff and the lake or stream. 9.6 Dedications. When a land or easement dedication is a condition of subdivision approval, the approval must provide easements over natural drainage or ponding areas for management of stormwater and significant wetlands. 9.7 Platting. All subdivisions that cumulatively create five or more lots or parcels that are 2-1/2 acres or less in size shall be processed as a plat in accordance with Minnesota Statutes, Chapters 462.358 Subd. 3a (cities) and 505. No permit for construction of buildings or sewage treatment systems shall be issued for lots created after the adoption of this ordinance unless the lot was previously approved as part of a formal subdivision. 9.8 Controlled Access Lots. Controlled access lots within a subdivision must meet or exceed the lot size criteria in Section 6.33 of this ordinance. 10.0 PLANNED UNIT DEVELOPMENTS (PUDs) 10.1 Purpose. To protect and enhance the natural and scenic qualities of shoreland areas during and after development and redevelopment of high density residential and commercial uses. 10.2 Types of PUDs Permissible. Planned unit developments (PUDs) are allowed for new projects on undeveloped land, redevelopment of previously built sites, or conversions of existing buildings and land. Deviation from the minimum lot size standards of Section 6.2 of this ordinance is allowed if the standards in this Section are met. 9.51. In addition to paper based topographic information, MnTOPO is a web-based application for viewing, printing and downloading high-resolution elevation data. It can also be used to generate elevation profiles for locating bluffs, watershed boundaries or other topographical features of interest. 9.7. Optional. “Cumulatively” is recommended to close a loophole where a parcel is subdivided at different times, each time creating fewer than 5 parcels to avoid the requirement to plat. Both Minnesota Statutes, sections 462 and 394 say official controls are to provide for “orderly” development. Applying this provision cumulatively to parcels supports this purpose. 10.0 Shoreland PUDs require a conditional use permit (CUP) and are best thought of as a conditional use to allow higher density in shoreland areas. Provisions in this section are conditions of approval that are required to approve a Shoreland PUD (CUP) and cannot be weakened through the negotiation process of a local government’s general PUD ordinance. 32 Revised 10/03/2019 Ordinance Language Commentary 10.3 Processing of PUDs. Planned unit developments in the shoreland district must be processed as a conditional use and comply with the provisions of this section in addition to those standards outlined elsewhere in the zoning and subdivision regulations. When there is a conflict in requirements, the more stringent of the requirements shall be applied. An expansion to an existing commercial PUD involving 6 or less new dwelling units or sites since the date this ordinance was adopted is permissible as a permitted use provided the total project density does not exceed the allowable densities calculated in the project density evaluation procedures in Section 10.5. Approval cannot occur until all applicable environmental reviews are complete. 10.4 Application for a PUD. The applicant for a PUD must submit the following documents prior to final action on the application request: 10.41 Site plan and/or plat showing: A. Locations of property boundaries; B. Surface water features; C. Existing and proposed structures and other facilities; D. Land alterations; E. Sewage treatment and water supply systems (where public systems will not be provided); F. Topographic contours at ten-foot intervals or less; and G. Identification of buildings and portions of the project that are residential, commercial, or a combination of the two (if project combines commercial and residential elements). 10.42 A property owner’s association agreement (for residential PUD’s) with mandatory membership, and consistent with Section 10.6 of this ordinance. 10.43 Deed restrictions, covenants, permanent easements or other instruments that: A. Address future vegetative and topographic alterations, construction of additional buildings, beaching of watercraft, and construction of commercial buildings in residential PUDs; and B. Ensure the long-term preservation and maintenance of open space in accordance with the criteria and analysis specified in Section 10.6 of this ordinance. 10.44 A master plan/site plan describing the project and showing floor plans for all commercial structures. 10.45 Additional documents necessary to explain how the PUD will be designed and will function. 10.5 Density Determination. Proposed new or expansions to existing planned unit developments must be evaluated using the following procedures. 10.3. Optional addition to ensure that a community’s “general PUD” ordinance isn’t used to undermine the shoreland standards in theses shoreland PUD provisions. If a community does not allow PUDs in shoreland, Section 10.0 should be omitted. However, PUDs must be listed in the land use tables in 4.23 and 4.24 as “N.” If the local government does not have DNR-approved shoreland PUD provisions in its ordinance but still allows PUDs in shoreland, Minnesota Rules, part 6120.3800, Subp. 1 gives the DNR authority to review PUDs in shoreland for compliance with state rules. In this case, the ordinance must have a provision that states “The DNR must approve all PUDs located in shorelands.” 10.5. Determining and evaluating proposed project density may be complex depending on the project. Please review the Residential PUD Guidance Document for determining density and/or contact your Area Hydrologist for assistance. 33 Revised 10/03/2019 Ordinance Language Commentary 10.51 Step 1. Identify Density Analysis Tiers. Divide the project parcel into tiers by drawing one or more lines parallel to the ordinary high water level at the following intervals, proceeding landward: Waterbody Classification No Sewer (ft) Sewer (ft) General Development Lakes – 1st tier 200 200 General Development Lakes – all other tiers 267 200 Recreational Development Lakes 267 267 Natural Environment Lakes 400 320 All Rivers 300 300 10.52 Step 2. Calculate Suitable Area for Development. Calculate the suitable area within each tier by excluding all wetlands, bluffs, or land below the ordinary high water level of public waters. 10.53 Step 3. Determine Base Density: A. For residential PUDs, divide the suitable area within each tier by the minimum single residential lot area for lakes to determine the allowable number of dwelling units, or base density, for each tier. For rivers, if a minimum lot area is not specified, divide the tier width by the minimum single residential lot width. B. For commercial PUDs: (1) Determine the average area for each dwelling unit or dwelling site within each tier. Include both existing and proposed dwelling units and sites in the calculation. (a) For dwelling units, determine the average inside living floor area of dwelling units in each tier. Do not include decks, patios, garages, or porches and basements, unless they are habitable space. (b) For dwelling sites (campgrounds), determine the area of each dwelling site as follows: For manufactured homes, use the area of the manufactured home, if known, otherwise use 1,000 sf. For recreational vehicles, campers or tents, use 400 sf. 10.53.A. For LGUs that have specified a minimum lot area for river lots, the process for determining base density for lakes and rivers will be the same – tier area divided by lot area. 34 Revised 10/03/2019 Ordinance Language Commentary (2) Select the appropriate floor area/dwelling site area ratio from the following table for the floor area or dwelling site area determined in Section 10.53 B. 1. Inside Living Floor Area or Dwelling Site Area (sf) General Development Lakes w/Sewer – all tiers General Development Lakes w/no sewer – 1st tier Agricultural, Urban and Tributary Rivers General Development Lakes w/no sewer – all other tiers Recreational Development Lakes Forested and Transition Rivers Natural Environment Lakes Remote Rivers < 200 .040 .020 .010 300 .048 .024 .012 400 .056 .028 .014 500 .065 .032 .016 600 .072 .038 .019 700 .082 .042 .021 800 .091 .046 .023 900 .099 .050 .025 1,000 .108 .054 .027 1,100 .116 .058 .029 1,200 .125 .064 .032 1,300 .133 .068 .034 1,400 .142 .072 .036 > 1,500 .150 .075 .038 (3) Multiply the suitable area within each tier determined in Section 10.52 by the floor area or dwelling site area ratio to yield the total floor area or dwelling site area for each tier to be used for dwelling units or dwelling sites. (4) Divide the total floor area or dwelling site area for each tier calculated in Section 10.53 B. 3 by the average inside living floor area for dwelling units or dwelling site area determined in 10.53 B 1. This yields the allowable number of dwelling units or dwelling sites, or base density, for each tier. 35 Revised 10/03/2019 Ordinance Language Commentary C. Allowable densities may be transferred from any tier to any other tier further from the waterbody, but must not be transferred to any tier closer to the waterbody. D. All PUDs with densities at or below the base density must meet the design standards in Section 10.6 10.54 Step 4. Determine if the Site can Accommodate Increased Density: A. The following increases to the dwelling unit or dwelling site base densities determined in Section 10.53 are allowed if the design criteria in Section 10.6 of this ordinance are satisfied as well as the standards in Section 10.54, item B: Shoreland Tier Maximum density increase within each tier (percent) 1st 50 2nd 100 3rd 200 4th 200 5th 200 B. Structure setbacks from the ordinary high water level: (1) Are increased to at least 50 percent greater than the minimum setback; or (2) The impact on the waterbody is reduced an equivalent amount through vegetative management, topography, or additional acceptable means and the setback is at least 25 percent greater than the minimum setback. 10.6 Design Criteria. All PUDs must meet the following design criteria. 10.61 General Design Standards. A. All residential planned unit developments must contain at least five dwelling units or sites. B. On-site water supply and sewage treatment systems must be centralized and meet the standards in Section 6.5 of this ordinance. Sewage treatment systems must meet the setback standards of Section 6.41, item A of this ordinance. C. Dwelling units or dwelling sites must be clustered into one or more groups and located on suitable areas of the development. D. Dwelling units or dwelling sites must be designed and located to meet the dimensional standards in Sections 6.41, 6.42, and 6.43: 10.54. This provision allows very high densities leading to overcrowding of surface waters and increases the risk to phosphorus sensitive lakes and sensitive shoreline areas. Even without this density bonus provision, the Shoreland PUD allows for significantly greater density over standard lot and block subdivisions due to design flexibility of not requiring a minimum lot size. Local governments concerned about overuse of surface waters, degradation of water quality, compatibility with adjacent development, and overall community character should omit or reduce this density bonus provision. 10.61.D MR 6120.3800 Subp. 5.B.3.(b) states that dwelling units must be designed to meet/exceed the dimensional standards for OHWL setback, elevation, height. 36 Revised 10/03/2019 Ordinance Language Commentary E. Shore recreation facilities: (1) Must be centralized and located in areas suitable for them based on a suitability analysis. (2) The number of spaces provided for continuous beaching, mooring, or docking of watercraft must not exceed one for each allowable dwelling unit or site in the first tier (notwithstanding existing mooring sites in an existing commercially used harbor). (3) Launching ramp facilities, including a small dock for loading and unloading equipment, may be provided for use by occupants of dwelling units or sites located in other tiers. F. Structures, parking areas, and other facilities must be treated to reduce visibility as viewed from public waters and adjacent shorelands by vegetation, topography, increased setbacks, color, or other means acceptable to the local unit of government, assuming summer, leaf-on conditions. Vegetative and topographic screening must be preserved, if existing, or may be required to be provided. G. Accessory structures and facilities, except water oriented accessory structures, must meet the required structure setback and must be centralized. H. Water-oriented accessory structures and facilities may be allowed if they meet or exceed design standards contained in Section 7.3 of this ordinance and are centralized. 10.62 Open Space Requirements. A. Open space must constitute at least 50 percent of the total project area and must include: (1) Areas with physical characteristics unsuitable for development in their natural state; (2) Areas containing significant historic sites or unplatted cemeteries; (3) Portions of the shore impact zone preserved in its natural or existing state as follows: (a) For existing residential PUD’s, at least 50 percent of the shore impact zone (b) For new residential PUDs, at least 70 percent of the shore impact zone. (c) For all commercial PUD’s, at least 50 percent of the shore impact zone. B. Open space may include: (1) Outdoor recreational facilities for use by owners of dwelling units or sites, by guests staying in commercial dwelling units or sites, and by the general public; (2) Subsurface sewage treatment systems if the use of the space is restricted to avoid adverse impacts on the systems; and (3) Non-public water wetlands. 10.62. Open space provides significant ecological, recreational, and economic benefits. Local governments may want to add additional specifications for its design and maintenance. This could include specifying the amount and type of native vegetation, its long-term maintenance, and connectivity to adjacent natural areas. Other options include limiting the amount of open space that may be used for high intensity recreational areas (trails, playgrounds, etc.), stormwater and sewage treatment, etc. 10.62.B.(3). WCA or other non-public water wetlands may be included in open space. Public waters, including public water wetlands, are already public open space and cannot be counted as open space. 37 Revised 10/03/2019 Ordinance Language Commentary C. Open space shall not include: (1) Dwelling sites or lots, unless owned in common by an owners association; (2) Dwelling units or structures, except water-oriented accessory structures or facilities; (3) Road rights-of-way or land covered by road surfaces and parking areas; (4) Land below the OHWL of public waters; and (5) Commercial facilities or uses. 10.63 Open Space Maintenance and Administration Requirements. A. Open space preservation. The appearance of open space areas, including topography, vegetation, and allowable uses, must be preserved and maintained by use of deed restrictions, covenants, permanent easements, public dedication, or other equally effective and permanent means The instruments must prohibit: (1) Commercial uses (for residential PUD’s); (2) Vegetation and topographic alterations other than routine maintenance; (3) Construction of additional buildings or storage of vehicles and other materials; and (4) Uncontrolled beaching of watercraft. B. Development organization and functioning. Unless an equally effective alternative community framework is established, all residential planned unit developments must use an owners association with the following features: (1) Membership must be mandatory for each dwelling unit or dwelling site owner and any successive owner; (2) Each member must pay a pro rata share of the association’s expenses, and unpaid assessments can become liens on units or dwelling sites; (3) Assessments must be adjustable to accommodate changing conditions; and (4) The association must be responsible for insurance, taxes, and maintenance of all commonly owned property and facilities. 10.64 Erosion Control and Stormwater Management. A. Erosion control plans must be developed and must be consistent with the provisions of Section 8.3 of this ordinance. Erosion control plans approved by a soil and water conservation district may be required if project size and site physical characteristics warrant. 10.62.C.(1). Optional. “Dwelling sites” are not the same as lots (see definition in Section 2). Dwelling sites in a residential subdivision is the area within a lot not covered by a dwelling unit or structure (plus a buffer area around the sites or structures) that can be included as open space. Privately owned residential “open space” is very difficult to manage and maintain for ecological benefits, even with the required conservation easements. Communities concerned about developing and maintaining valuable habitat and water quality through open space preservation or about the ability to “administer” protection of open space on residential lots, may choose to add “lots, unless owned in common by an owner’s association.” 10.62.C.(4) clarifies that open space cannot include land below the OHWL of public waters. Use of the water above this land is already a “public” open space. The purpose of the open space is to set-aside and permanently protect private land for recreation, habitat, and water quality purposes and to offset higher development densities allowed. 38 Revised 10/03/2019 Ordinance Language Commentary B. Stormwater management facilities must be designed and constructed to manage expected quantities and qualities of stormwater runoff. (1)For residential PUDs, impervious surface for the entire project site must not exceed 25%. (2) For commercial PUDs, impervious surfaces within any tier must not exceed 25 percent of the tier area, except that 35 percent impervious surface coverage may be allowed in the first tier of general development lakes with an approved stormwater management plan and consistency with Section 8.0 of this ordinance. 10.7 Conversions. Local governments may allow existing resorts or other land uses and facilities to be converted to residential PUDs if all of the following standards are met: 10.71 Proposed conversions must be evaluated using the same procedures for residential PUDs involving new construction. Inconsistencies between existing features of the development and these standards must be identified; 10.72 Deficiencies involving water supply and sewage treatment, structure color, impervious coverage, open space, and shore recreation facilities must be corrected as part of the conversion or as specified in the conditional use permit; 10.73 Shore and bluff impact zone deficiencies must be evaluated and reasonable improvements made as part of the conversion. These improvements must include, where applicable, the following: A. Removal of extraneous buildings, docks, or other facilities that no longer need to be located in shore or bluff impact zones; B. Remedial measures to correct erosion, improve vegetative cover and improve screening of buildings and other facilities as viewed from the water; and C. Conditions attached to existing dwelling units located in shore or bluff impact zones that preclude exterior expansions in any dimension or substantial alterations. The conditions must also provide for future relocation of dwelling units, where feasible, to other locations, meeting all setback and elevation requirements when they are rebuilt or replaced. 10.74 Existing dwelling unit or dwelling site densities that exceed standards in Section 10.5 of this ordinance may be allowed to continue but must not be allowed to be increased, either at the time of conversion or in the future. Efforts must be made during the conversion to limit impacts of high densities by requiring seasonal use, improving vegetative screening, centralizing shore recreation facilities, installing new sewage treatment systems, or other means. 10.64.B.(1) Optional higher standard to ensure that the impervious surface for the entire development does not exceed 25% 10.64.B.(2) Optional deletion. Local governments may choose to require a 25% impervious surface limit in all tiers for commercial PUDs by deleting the provisions that allows a 35% impervious surface limit. This spreads out the impervious surface and limits it in near shore areas thus preserving habitat and shoreland aesthetics. January 12, 2021 Mike Mrosla City of Arden Hills 1245 West Highway 96 Arden Hills, MN 55112 I, Kye Samuelson, herby request a six (6) month or Monday, July 12, 2021 extension of my application for a variance at 3493 Siems Court, under 15.99, Timeline Deadline for Agency Action. Thank you, Kye Samuelson Attachment D