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HomeMy WebLinkAboutAgenda Packet 02.20.2020PLANNING & ZONING COMMISSION AGENDA ST. LUCIE COUNTY Regular Meeting Thursday, February 20, 2020 6:00 PM St. Lucie County Commission Chambers 2300 Virginia Avenue 3rd Floor of Roger Poitras Building Fort Pierce, FL  34982 BOARD MEMBERS CHAIRMAN WILLIAM O’DELL BOARD MEMBER EDWARD LOUNDS BOARD MEMBER CRAIG MUNDT BOARD MEMBER  VALERIE SLACK BOARD MEMBER CRAIG BRIDGERS AT‐LARGE BOARD MEMBER LAWRENCE “BEAU” SLAY AT‐LARGE BOARD MEMBER JAMES TAYLOR AT‐LARGE BOARD MEMBER ROBERT LOWE AT‐LARGE BOARD MEMBER RYAN BINNER EX‐OFFICIO BOARD MEMBER MARTY SANDERS Mission Statement To provide service, infrastructure and leadership necessary to advance a safe and sustainable community,  maintain a high quality of life, and protect the natural environment for all our citizens Page 1 of 346 Regular Meeting                                             Thursday, February 20, 2020                                                 6:00 PM 2 | Page WELCOME Please turn off all cellular phones and pagers prior to entering the Commission Chambers. Please note that the Planning and Zoning Commission/Local Planning Agency serves in an advisory capacity to the St. Lucie County  Board of County Commissioners and has the power to review and make recommendations to the Board, for approval or  disapproval, on any applications within their area of responsibility. The Planning and Zoning Commission strongly encourages your input and comment at the public hearing. Please limit comments  to three minutes if possible and be respectful of others’ opinions. For public convenience, all meetings are televised and are provided with wireless internet access. NOTICE: All proceedings before the Planning and Zoning Commission / Local Planning Agency of St. Lucie County, Florida, are  electronically recorded. If    a   person decides to appeal any recommendation made by the Planning and Zoning Commission /   Local Planning Agency with respect to any matter considered at such meeting or hearing, he will need a   record of the  proceedings. For such purpose, he or she may need to ensure that a   verbatim record of the proceedings is made, by hiring their  own court reporter at their own expense, to create a    record that includes the testimony and  evidence upon which  the  appeal  is  based. Upon  the request of any party to the proceedings, individuals testifying during a   hearing will be sworn in. Any party to  the proceeding will be granted an opportunity to cross‐examine any  individual testifying during  a   hearing  upon request.  Anyone  with a   disability requiring accommodation to attend this meeting should contact the St. Lucie County Risk Manager at  least forty‐eight (48) hours prior to  the meeting at  (772)  462‐1546 or  T.D.D.  (772) 462‐1428. Any questions about this agenda  may be referred to St.  Lucie County Planning Division at (772) 462‐2822  Page 2 of 346 Regular Meeting                                             Thursday, February 20, 2020                                                 6:00 PM 3 | Page 1.CALL TO ORDER    2.PLEDGE OF ALLEGIANCE    3.ROLL CALL    4.ANNOUNCEMENTS    5.DISCLOSURE(S)    6.ELECTION OF OFFICIALS    7.MINUTES     A.Minutes of the January 16, 2020 St. Lucie County Planning & Zoning Commission Meeting     8.PUBLIC COMMENT    9.PUBLIC HEARINGS      A.Proposed Text Amendment to the Land Development Code, Section 4.03.03 ‐ Limitations on Land  Use Applications and 4.03.05 Research and Education Park Overlay Zone Use Limitations to allow  additional permitted and conditional uses in Zone A within the Research and Education Park  Overlay Zone District.       B.Conditional Use Permit ‐ Petition of 7‐Eleven, Inc., for a Conditional Use Permit allowing a self‐ service car wash to be located at the northwest corner of Indrio Road and Kings Highway within  the CN Zoning District.       C.Conditional Use Permit ‐ Petition of 7‐Eleven, Inc., for a Conditional Use Permit allowing the sale  of beer and wine as an accessory use to the retail sale of food to be located at the northwest  corner of Indrio Road and Kings Highway within the CN Zoning District.       D.Conditional Use Permit ‐ Petition of 7‐Eleven, Inc., for a Conditional Use Permit allowing gasoline  services as an accessory use to a retail food store located at the northwest corner of Indrio Road  and Kings Highway within the CN Zoning District.     Page 3 of 346 Regular Meeting                                             Thursday, February 20, 2020                                                 6:00 PM 4 | Page   E.Proposed Text Amendment to Land Development Code, Section 7.10.22 ‐ Car Washes, Self‐ Service, to provide a provision for a wall waiver from the requirements of an eight (8) foot  masonry wall.     10.WORKSHOPS    11.OTHER BUSINESS    12.ADJOURN    Page 4 of 346 Planning & Zoning Commission Meeting Thursday, January 16, 2020 6:00 PM 1 | P a g e Present Excused PLANNING & ZONING COMMISSION ST. LUCIE COUNTY, FLORIDA Regular Meeting January 16, 2020 Convened: 6:02 PM Adjourned: 8:10 PM 1.CALL TO ORDER The meeting was called to order by Chair Mundt at 6:02 PM. 2.PLEDGE OF ALLEGIANCE 3.ROLL CALL Board Member Billy O'Dell, Chair Craig Mundt, Board Member Ed Lounds, Board Member James A. Taylor, Board Member Bob Lowe, Board Member Lawrence "Beau" Slay, Board Member Valerie Slack, Board Member Ryan Binner, Ex-Officio Marty Sanders Vice -Chair William R. Smith 4.ANNOUNCEMENTS None. 5.DISCLOSURE(S) None. 6.ELECTION OF OFFICIALS Assistant County Attorney provided Chair Mundt with options on how to proceed with the election of officials: 1) Vote for Chair and vice chair at the beginning of the meeting or elect the chair and vice chair at the end of the meeting, 2) Have the new chair run the February meeting so that the chair can meet with staff to go over procedure guidelines. Mr. Lounds recommended that the election begin at the beginning of the meeting. Nomination for Chair: Chair Mundt nominated Mr. O’Dell; Mr. Taylor asked what the policy or procedures is regarding nominating a board member not present at the meeting. Ms. Young stated that there are no restrictions—Vice Chair Smith is the only one absent. Mr. Taylor nominated Vice Chair Smith. Ms. Young closed the nominations. Page 5 of 346 Planning & Zoning Commission Meeting Thursday, January 16, 2020 6:00 PM 2 | P a g e Discussions: Chair Mundt stated that he likes Vice Chair Smith personally; however, he has been absent from a number of meetings in the past year as well as this evening as the consistency of attendance is important. Mr. Lowe moved to reopen the nominations, Chair Mundt seconded it. All in favor. Ms. Young reopened the nominations Ms. Young instructed the members to cast the vote on the paper ballot, sign, and then hand to the recording secretary. Chair Mundt inquired about when the transition of the Chair and Vice Chair should take place. Ms. Binner motioned to move the transition to February. All were in favor Ms. Young read the ballots for Chair: Mr. Lowe voted for Mr. Lowe Mr. O’Dell voted for Mr. O’Dell Chair Mundt voted for O’Dell Mr. Slay voted for O’Dell Mr. Taylor voted for Vice Chair Smith Mr. Binner voted for Vice Chair Smith Ms. Slack voted for O’Dell Mr. Lounds voted for O’Dell Five (5) votes for Mr. O’Dell; two (2) votes for Vice Chair Smith; One (1) vote for Mr. Lowe Mr. O’Dell was elected 2020 Planning and Zoning Chair Nomination for Vice Chair: Mr. Lounds nominated Mr. Lowe, Chair Mundt seconded. Mr. Slay nominated Mr. Taylor, Mr. Binner Seconded. Mr. Lounds motioned to close nominations, Chair Mundt Seconded Mr. O’Dell voted for Mr. Lowe Chair Mundt voted for Mr. Lowe Mr. Taylor voted for Mr. Taylor Mr. Slay voted for Mr. Taylor Mr. Lounds voted for Lowe Mr. Binner voted for Mr. Taylor Ms. Slack voted Mr. Taylor Mr. Lowe voted for Mr. Lowe The votes were tied. Chair Mundt requested one more round of votes with the same candidates. Mr. Lowe voted for Mr. Lowe Mr. O’Dell voted for Mr. Lowe Page 6 of 346 Planning & Zoning Commission Meeting Thursday, January 16, 2020 6:00 PM 3 | P a g e Approve Board Member Ed Lounds Lawrence "Beau" Slay Billy O'Dell, Chair Craig Mundt, James A. Taylor, Bob Lowe, Valerie Slack, Ryan Binner None William R. Smith RESULT: MOVER: SECONDER: AYES: NAYS: EXCUSED: Chair Mundt voted for Lowe Mr. Slay voted for Mr. Taylor Mr. Taylor voted for Mr. Taylor Mr. Binner voted for Mr. Taylor Ms. Slack voted for Mr. Taylor Mr. Lounds voted for Mr. Lowe The votes were tied. Chair Mundt suggested that the voting for Vice Chair be deferred for next month’s meeting. The election of vice-chair was deferred to the February meeting. 7.MINUTES A.St. Lucie County Planning & Zoning Commission minutes for the meeting of November 21, 2019. Chair Mundt motioned to approve all sets of minutes and it passed unanimously. 8.PUBLIC COMMENT None. 9.PUBLIC HEARINGS Chair Mundt suggested that item C, Brydebell Rezoning be presented before item A, Proposed Text Amendment to the Land Development Code, Section 3.01.03.Q. CN, Commercial Neighborhood, and Item B, Baron Island Storage - Conditional Use Permit due to the lengthy discussion that may occur during Item A and Item B. A.Brydebell Rezoning - Amendment to the Official Zoning Atlas (Rezoning) from I (Institutional) to RS-3 (Residential, Single-Family - 3 du/ac) Presented by Bethany Grubbs, Planner. Amendment to the official zoning atlas. The applicant is requesting a change in zoning from institutional to RS-3, which would allow the development of single-family residences. In accordance with public notices requirements outlined in section 11.00.03 of the Land Development Code, public notices was advertised in the SLC Tribune on January 6th. A sign was placed on the property and mail notices were sent out to twenty-five surrounding property owners within the required five-hundred foot radius. There have been no objections expressed regarding this request. This petition encompasses two contiguous parcels with combined property size of 1.07 acres. The Future Land Use is Residential Urban, and currently zoned Institution, which is consistent with the Future Land Use. 1998 these properties were Page 7 of 346 Planning & Zoning Commission Meeting Thursday, January 16, 2020 6:00 PM 4 | P a g e APPROVE Board Member Ed Lounds Lawrence "Beau" Slay Chair Craig Mundt, Billy O’Dell, Bob Lowe, James A. Taylor, Ryan Binner, Valerie Slack None Vice Chair William R. Smith RESULT: MOVER: SECONDER: AYES: NAYS: EXCUSED: rezoned from RS-3 to institutional by the SLC Fire Fighters Benevolent Association who never initiated development of the property. The applicant is seeking to reestablish the former RS-3 zoning district. The subject property is consistent with the current residential zoning districts of the surrounding property. STAFF RECCOMENDATION: Staff recommended that the petition be forwarded to the Board of County Commissioners with a recommendation of approval. QUESTIONS FOR STAFF: None. PUBLIC COMMENT: None B.Proposed Text Amendment to the Land Development Code, Section 3.01.03.Q. CN, Commercial Neighborhood to allow for Self-Storage Facilities Limited to Enclosed Storage as a Conditional Use Presented by Jodi Nentwick, Senior Planner. In accordance with public notices requirements outlined in section 11.00.03 of the Land Development Code, public notices was advertised in the SLC Tribune on January 2nd. The purpose of the CN zoning district is to provide and protect an environment suitable for limited retail trade and service activities covering a relatively small area that is intended to serve the population living in the surrounding neighborhoods. Self-storage facility with a fully enclosed structure is less intensive and is a permitted use within the Commercial General Zoning District; such as retail trade which includes eateries, food stores, sporting goods, household appliances, lawn and garden. STAFF RECCOMENDATION: Staff recommends that the Planning & Zoning Commission forward a recommendation of approval to the St. Lucie County Board of County Commissioners with a recommendation of approval. QUESTIONS FOR STAFF: Mr. Lounds: What action would it take for the construction of the proposed self-storage? Jodi: Typically it would site plan approval partially administrative and partially BOCC approval level. Ms. Slack: As a permitted use or conditional use? Jodi: Permitted use would not come before the Planning & Zoning Board, a conditional use would come to the Planning & Zoning Commission. This proposal is being presented as a conditional use. PUBLIC COMMENTS: Leland P Schuster (9600 S Ocean DR Apt 1109, Jensen Beach, FL 34957 – Empress). Mr. Schuster stated: I am Page 8 of 346 Planning & Zoning Commission Meeting Thursday, January 16, 2020 6:00 PM 5 | P a g e not here to speak against the development nor for the proposed development, but I would urge you to consider the fact that this is being put across the street of two condominiums that primarily house senior citizens. He requested crosswalk improvements. DISCUSSION: Mr. Lowe: Is there a map with a picture of the exact location? Ms. Nentwick: Displayed the site aerial. Mr. Lounds: What are the two properties to the north and south of the subject property? Ms. Nentwick: Tennis courts. Ms. Slack: This discussion item is regarding a zoning change and not the specific site, correct? Ms. Nentwick: Correct. Leslie Olson, Director of Planning & Development Services: What the Board is considering right now is a text amendment to allow self-storage in Neighborhood Commercial Zoning for any parcel within Neighborhood Commercial in the County. Encourage the Board to focus on how this change could apply in Neighborhood Commercial zones throughout the County. Mr. O’Dell: What all does the storage encompass? Ms. Nentwick: Household items, boats and RV’s. Ms. Slack: Enclosed storage of those vehicles, correct? Ms. Nentwick i: Totally enclosed; no outdoor storage. Mr. Sanders: Intensity of use / traffic impact? Ms. Nentwick: Less intense traffic; about thirty trips per day; four trips around peak time. Mr. Lounds: Could someone was purposing a self-storage in neighborhood commercial zoning? Ms. Olson: Not today, it is not allowed. If this text amendment is adopted, completely enclosed self- storage proposals will be allowed to proposed it, but it will require a conditional use to be recommended by P&Z and approved by the BOCC. Outdoor storage would not be allowed. Chair Mundt: Is there a limitation on the size of the storage building as long as there is a large enough commercial neighborhood zoned property? Ms. Nentwick: Correct, however the commercial general properties are smaller. Chair Mundt: IS there going to be 24-hour security on site? A security guard physically on site? Ms. Nentwick: Once the units are 100 % occupied. Ms. Olson: Inquiring about site security is a site-specific question. To keep it on the level of policy, perhaps let us talk about these issues in general. Chair Mundt: If the text amendment change fails, then we would still have a public hearing that would go to the BOCC possibly with a recommendation of no approval Mr. Slay: Is there a way to do a conditional use without changing the text? Ms. Olson: No Mr. Lowe: Could we add our recommendation “subject to rules being set-up after by the Board”? Page 9 of 346 Planning & Zoning Commission Meeting Thursday, January 16, 2020 6:00 PM 6 | P a g e APPROVE Lawrence "Beau" Slay Board Member James A. Taylor Bob Lowe, Billy O’Dell, Ed Lounds, Ryan Binner, Valerie Slack Chair Craig Mundt Vice Chair William R. Smith RESULT: MOVER: SECONDER: AYES: NAYS: EXCUSED: Ms. Olson: I would suggest that if the Planning & Zoning Board would like to see any additional standard or language added to the text amendment that you make that a recommendation of your motion of your approval and list any conditions to add to the text amendment. Chair Mundt: If the text amendment is approved then self-storage units would be approved, then self-storage units could be considered as commercial neighborhood approval item although it would be under a conditional use. Mr. Taylor: The draft ordinance—is this something that we’ve specially noted in other zoning districts that would apply to this as well? Ms. Olson: We do not have supplemental standards Mr. Taylor: How do you judge or enforce what the intended is of the facility? Ms. Olson: There is no regulatory component. CN parcels are in nodes usually on collector roads close to home. Marty: The architectural standards could be worked out as part of the conditional use. Ms. Slack and Chair Mundt asked questions about various activities allowed in the storage units. Ms. Olson informed the Board that there are rules (Florida Building Code) that restricts activity other than storage of household items and vehicles/ RV’s. C.Baron Island Storage - Conditional Use Permit for a Self-Storage Facility Limited to Enclosed Storage in the CN, Commercial Neighborhood Zoning District - 9500 Block of S. Ocean Drive Presented by Jodi Nentwick, Senior Planner. In accordance with public notices requirements outlined in section 11.00.03 of the Land Development Code, public notices was advertised in the SLC Tribune on January 2nd. A sign was placed on the property and mail notices to property owners within five hundred feet of the subject parcel. The petition site is approximately 1.93 acres. The FLU is Residential Urban. Six enclosed self- storage building, including a two hundred fifty square foot office, and four parking spaces within include an ADA parking lane, bike rack and sea turtle-friendly lighting. It complies with the Land development Code standards outlines in section 7.10.24. Notices were mailed out on November 21, 2019: 15 residents were in favor, 163 residents were not in favor, and 1 resident had no opinion. Notices were also mailed out on January 16, 2020: 13 residents were in favor, 149 were not in favor, 5 residents had no opinion. Page 10 of 346 Planning & Zoning Commission Meeting Thursday, January 16, 2020 6:00 PM 7 | P a g e STAFF RECCOMENDATION: Staff recommends that the Planning & Zoning Commission forward a recommendation of approval to the St. Lucie County Board of County Commissioners to approve the Conditional Use Permit for self-storage limited to enclosed storage, contingent upon the Board of County Commissioner approval of the Text Amendment for self-storage as eligible Conditional Use and subject to eleven proposed conditions of approval. QUESTIONS FOR STAFF: Mr. Lowe: Will security be required? Ms. Nentwick: The applicant proposed 24-hour security through cameras and key fob. Ms. Slack: will be possible to limit the hours of operation for people to access their storage units? Ms. Nentwick: Yes, you can limit the hours of operation. Mr. Slay: How many mail notices were sent out? Ms. Nentwick: 756 notices were mailed out. APPLICANT/ AGENT PRESENTATION: Todd Mowry with Redtail Design Group, discussed issues residents are experience with self-storage facilities near the subject property. He discussed the architectural features of the proposed 77-unit self-storage facility. Discussed the outcome of the neighborhood meetings. Addressed topic of security, height and width of each facilities, fire hazards, mailer responses, fencing, impervious pavement, storm water, turtle protection (amber lighting), exterior lighting and traffic. PUBLIC COMMENTS: Keith Caren (9550 South Ocean Drive – Islandia I) discussed his concern about how the proposed self-storage will affect water line and water supply. Harold Fowler 9500 South Ocean Drive – Islandia II) expressed is concerning regarding the voting and turtle friendly lighting David Fuller (9650 S Ocean Drive – Princess) expressed the initial concern of the location of the storage units. Mr. Mowry, Chair Mundt addressed their concern. Various questions and comments were made regarding the response forms, crosswalks near the subject parcels, Commercial General zoning, and turtle lighting. Page 11 of 346 Planning & Zoning Commission Meeting Thursday, January 16, 2020 6:00 PM 8 | P a g e APPROVE Lawrence "Beau" Slay Board Member Ed Lounds Bob Lowe, Billy O’Dell, James A. Taylor, Ryan Binner, Valerie Slack Chair Craig Mundt Vice Chair Smith Vice Chair William R. Smith RESULT: MOVER: SECONDER: AYES: NAYS: EXCUSED: RESULTS: Approve with conditions. 10.WORKSHOPS None. 11.OTHER BUSINESS Mr. Lounds thanked Chair Mundt for his service on the Board. 12.ADJOURN There being no further business to be brought before the Board, the meeting was adjourned at 8:10 PM Page 12 of 346 Planning and Development Services Department Planning Division M E M O R A N D U M TO: Planning and Zoning Commission THROUGH: Leslie Olson, AICP, Director Benjamin Balcer, Assistant Director FROM: Jodi Nentwick, Senior Planner DATE: February 10, 2020 SUBJECT: Text Amendment to the Land Development Code LDC Section 4.03.00 – Research and Education Park The County, in coordination with the Treasure Coast Education Research & Development Authority (TCERDA), initiated a Text Amendment to Land Development Code (LDC), Section 4.03.03 – Limitations on Land Use Applications and Section 4.03.05 – Research and Education Park Overlay Zone Use Limitations, to allow additional permitted uses and conditional uses in Zone A within the Research and Education Park Overlay Zone. The eligible use scope includes, but is not explicitly limited to, the following: • Research / Development • Manufacturing / Processing • Business Incubation / Acceleration • Distribution • Professional Office BACKGROUND: The text amendment is being proposed as part of implementing the 2018 Strategic Plan adopted by the TCERDA Board in January of 2019. The Strategic Plan represents a shift and expansion of the original research-only vision of the Park. Because the research investments have not materialized the TCERDA Board and the Board of County Commissioners agreed in 2017 that a new direction was needed to recoup the County’s substantial investment in land, infrastructure and buildings in the Park. While the Strategic Plan doesn’t abandon research – as substantial research continues at IFAS and USDA – it does expand the types of uses that may be considered consistent with the Park, allows commercial, non-research businesses and expands the focus to food and food product development. Market research conducted by Moran, Stahl & Boyer, indicates that the food sector is strong and there are service and supply chain gaps in this part of Florida that the Park can be positioned to address. The uses being added to the Park is a major step in that direction. The Research Park is anchored by the USDA’s 170,000-square foot Horticultural Research Laboratory and University of Florida’s 90,000-square foot Institute of Food and Agricultural Sciences’ Research and Education Center. The Treasure Coast Research Park is home to more than 200 multi-disciplinary researchers, scientists, educators, and staff. With over three (3) square miles of land, the park is planned for 3.3 million square feet of research and advanced development and 800 acres of agricultural test fields. Page 13 of 346 Project Name: LDC Text Amendment (4.03.00 – Research and Education Park – Overlay Zone) File No.: TLDC-12201925658 2 In 2001, the +/-1,650-acre Treasure Coast Research Park (TCRP) was designated as a “Special District” within the Future Land Use Element of the St. Lucie County Comprehensive Plan. In 2005, the County created the Research and Education Park Overlay Zone District within the Land Development Code (LDC). Pursuant to LDC Section 4.03.01., The Research and Education Park – Overlay Zone affirms: • It is the purpose of this Section to protect, promote and strengthen the research, education and development of agriculture and the life sciences in the area generally described as lying between Orange Avenue and State Route 70, and west of Kings Highway to the North St. Lucie Water Control District Canal No. 52. • It is the intent of this Section to provide a district where established and new education, research and scientific institutions, technological entrepreneurial ventures, and support services for these uses can develop and prosper. The district sets forth uses and standards that will protect, create and promote a community of scientific excellence and innovative education and technology by providing an atmosphere conductive to these activities. • This Section indicates the permitted, conditional, and accessory uses and performance standards that will be utilized when reviewing applications for a change in zoning, future land use designation, site plan or building permit in the area further described in this Section. Previous Approvals: • November 8, 2005, the Board of County Commissioners adopted Ordinance No. 2005-013, creating Land Development Code Section 4.03.00 – Research and Education Park Overlay Zone. • November 9, 2010, the Board of County Commissioners adopted Ordinance 10-034, amending Section 4.03.03 and Section 4.03.05, Research and Education Park Overlay Zone to allow Solar Generation Station as a conditional use in accordance to Section 7.10.28 of the Land Development Code. • March 11, 2011, the Board of County Commissioners through Resolution No. 11-002, granted Preliminary Non-Residential Development (PNRD) Site Plan approval for the project known as Treasure Coast Research and Education Park Core Research Campus, Phase I, consisting of 154.26 acres and Final PNRD Site Plan approval for Quad 1A and an amendment to the Official Zoning Atlas from the AR-1 (Agricultural, Residential -1du/ac) to PRND District for 30.63 acres located at the northeast corner of Kings Highway and Pruitt Research Center Road. o In 2018, the Sunshine Kitchen was constructed consisting of approximately 10,000 square feet. Exhibit 1, below, presents the Research and Education Park Overlay Zone of TCERDA, which focuses on education, research and scientific institutions, technological entrepreneurial ventures, and support services. Page 14 of 346 Project Name: LDC Text Amendment (4.03.00 – Research and Education Park – Overlay Zone) File No.: TLDC-12201925658 3 Exhibit 1 – Research and Education Park Overlay Zone of TCERDA ********************************************************* TEXT AMENDMENT STANDARDS OF REVIEW AS SET FORTH IN SECTION 11.06.03, ST. LUCIE COUNTY LAND DEVELOPMENT CODE Pursuant to St. Lucie County Land Development Code Section 11.06.03, the Development Review Committee has reviewed the proposed Text Amendment to Land Development Code Section 4.03.00 and found it to meet the technical requirements and standards of review. In reviewing this application for a text amendment to the Land Development Code, the Planning and Zoning Commission shall consider and make the following determinations: A. Whether the proposed amendment is in conflict with any applicable portions of the St. Lucie County Land Development Code; LDC Section 4.03.05. - Research and Education Park Overlay Zone Use Limitations reiterates, “the purpose of these regulations is to provide and protect an environment suitable for agriculture, education, and research with such other uses as may be necessary to and compatible with these primary uses.” +/-957 acres +/-693 acres Page 15 of 346 Project Name: LDC Text Amendment (4.03.00 – Research and Education Park – Overlay Zone) File No.: TLDC-12201925658 4 Table 1: Current Permitted Uses – Zone A Permitted Uses – Zone A Conditional Uses – Zone A Agricultural Production Food and kindred products Animal Aquaculture Drugs Education Services and Facilities Agricultural chemicals Research, Development, and Testing Services Soap, detergents, and cleaning preparations, perfumes, cosmetics, and other toilet preparations Measuring, analyzing, and controlling instruments, photographic, medical and optical goods; watches and clocks Financial institutions Business services Solar generation station Table 2: Proposed Permitted & Conditional Uses – Zone A Permitted Uses – Zone A Conditional Uses – Zone A Agricultural production Eating places Animal aquaculture Financial institutions Education services & facilities Meat packaging plants Manufacturing and Processing: Drugs Beer, wine, distilled alcoholic beverages Farm and garden machinery and equipment Farm-products raw materials, (not elsewhere classified) Farm supplies Manufacturing and Processing (Continued): Food and kindred products Food products machinery Grain and field beans Groceries and related products Pharmaceutical preparations Soap, detergents, and cleaning preparations, perfumes, cosmetics, and other toilet preparations Tobacco products Solar generation station Solar electric power generation Research, Development & Testing Services Business services & offices Pursuant to LDC Section 4.03.03. – Limitations on Land Use Applications, any future land use map change within the Overlay Zone shall be to Special District (SD – Research and Education Park). All applications for a change in zoning within the Research and Education Park Overlay Zone shall be to Planned Non-Residential Development (PNRD). Page 16 of 346 Project Name: LDC Text Amendment (4.03.00 – Research and Education Park – Overlay Zone) File No.: TLDC-12201925658 5 The rezoning to PNRD includes eligible use selection in accordance with LDC Section 7.02.02 – Permitted Use for Planned Non-Residential Development, provided that “the general standards, conditions and requirements, as found in this Code, that pertain to conditional and accessory uses shall be used in the determination of the compatibility of the proposed use(s) with the surrounding land uses in the review of the Planned Nonresidential Development. All applications for Planned Nonresidential Development shall include a complete identification of all planned uses and activities”. B. Whether the proposed amendment is consistent with all elements of the St. Lucie County Comprehensive Plan; The site’s Future Land Use designation is SD, Special District. The intent of the Special District (SD) designation is to identify those areas where specific uses or combination of uses are anticipated. Residential densities within an area designated as a Special District are limited to what the current land use designation authorizes. Any increase over the present designation maybe considered only through the Plan Amendment process. The proposed text amendment is consistent with all elements of the St. Lucie County Comprehensive Plan. It specifically furthers the economic development Goals, Objectives, and Policies outlined in the Plan that will implement sound economic growth and improve the St. Lucie County economy. Goal 1.1: Ensure the highest quality living environment possible, through a mixture of land uses reflecting the needs and desires of the local residents and how they want their community to develop. The goal shall be implemented by strictly enforced building, zoning and development codes based on objectives and policies that will enhance St. Lucie County's natural and man-made resources while minimizing any damage or threat of degradation to the health, safety and welfare of the county's citizens, native wildlife and environment, through incompatible land uses. Objective 1.1.13: Economic Sustainability. To enhance the quality of life of St. Lucie County and promote a sound and resilient local economy, St. Lucie County shall continue to work with the interested groups and agencies to increase and broaden the County's economic base while expanding existing business and industrial opportunities. Policy 1.1.13.1 - St. Lucie County shall actively assist to the maximum extent practical in the recruitment of clean high growth industrial activities and maintain an expedited permitting process for bona fide economic development projects, especially those within the Targeted Industry List, and for development projects located within the Foreign Trade Zone. Policy 1.1.13.6 – The County shall support the expansion and recruitment of specialized and/or export- oriented manufacturing industries, which provide higher wage employment opportunities and encourage the development of ‘secondary’ product sector industry and employment. Goal 10.1: Support economic development in St. Lucie County as part of an overall strategy for sustainability and quality of life. Objective 10.1.1: Develop and implement activities designed to improve the overall prosperity of St. Lucie County and its residents. Policy 10.1.1.2 - Encourage redevelopment projects and business expansions that will promote economic development opportunities. Page 17 of 346 Project Name: LDC Text Amendment (4.03.00 – Research and Education Park – Overlay Zone) File No.: TLDC-12201925658 6 Policy 10.1.1.4 - Place a high priority on infill and redevelopment projects that are consistent with the smart growth policies of St. Lucie County. Goal 10.2: Diversify the year round economy and establish an economic and cultural climate that will allow St. Lucie County to effectively compete in the global economy. Objective 10.2.1: Support efforts to diversify St. Lucie County’s economy and to make the county an effective competitor. Policy 10.2.1.3 - Identify locations for and encourage development of economic clusters for business and industry that would benefit from being located near related industries in the area as well as for other desired contributory business users with the potential for significant employment Policy 10.2.1.4 - Encourage the development of clusters of industries according to the adopted targeted industry list such as Manufacturing Facilities, Finance and Insurance, Information, Clean Energy, Professional, Scientific, and Technical Services, Management and Distribution, and Administrative and Support Services at appropriate locations in St. Lucie County. Objective 10.2.3: Encourage the provision of appropriate educational opportunities, programs, and facilities to meet business and industry needs. Policy 10.2.3.1 - Encourage the development of more vocational programs to meet business and industry needs. Policy 10.2.3.2 - Encourage the cultivation of education/business partnerships to develop education and training support programs that will benefit businesses and employees. Policy 10.2.3.3 - Encourage education and training programs that support manufacturing high-tech, and research and development businesses and other targeted industry to locate in St. Lucie County. Policy 10.2.3.4 - Encourage and support research and development opportunities provided by Harbor Branch Oceanographic Institution, USDA laboratory, IFAS, Smithsonian Institution, FAU, and University of Florida, to encourage and enhance clustering of high tech industry, and to support the expansion of manufacturing, agriculture/aquaculture, marine and tourism industries in St. Lucie County. Policy 10.2.3.5 - Promote and identify internships, apprenticeships and training for green sector jobs through St. Lucie School District magnet programs, the colleges and universities, and green technology companies. C. Whether and the extent to which the proposed amendment is inconsistent with the existing and proposed land uses; The proposed text amendment to the St. Lucie County Land Development Code is consistent in context to the area surrounding the Research Park, specifically Zone A. The proposed use additions require approval through the PNRD process, providing further opportunity to evaluate assimilation of uses through review of the location, design, intensity, configuration, and public facility impact. Page 18 of 346 Project Name: LDC Text Amendment (4.03.00 – Research and Education Park – Overlay Zone) File No.: TLDC-12201925658 7 D. Whether there have been changed conditions that require an amendment; St. Lucie recently completed the 10,000 sq. ft. Sunshine Kitchen within the Quad 1A of the TCERDA, featuring a professionally equipped, commercial and research lab designed to help entrepreneurs in the development of commercially viable food ventures. FDOT is currently engaged in the Kings Highway (SR 713) reconstruction project, to the east of the Research Park, extending from Okeechobee Road (SR 70) to north of the I-95 Overpass. The project began in September 2018 with a projected completion date of Fall 2022. Improvements include reconstructing the existing two-lane undivided highway with a four-lane divided roadway, installing a closed drainage system and retention ponds, placing a new highway lighting system, and upgrading signalization with vehicle detection devices and ITS cameras. The new roadway will feature 6.5-foot-wide shoulders which will dual as buffered bicycle lanes, a 12-foot-wide shared use path along the west side, and a 6-foot-wide sidewalk along the east side. E. Whether and the extent to which the proposed amendment would result in demands on public facilities, and whether or to the extent to which the proposed amendment would exceed the capacity of such public facilities, including but not limited to transportation facilities, sewage facilities, water supply, parks, drainage, schools, solid waste, mass transit, and emergency medical facilities; Site specific facility impacts will be addressed at the time of development application if necessary. All development is required to adhere to current Level of Service (LOS) and concurrency standards. F. Whether and the extent to which the proposed amendment would result in significant adverse impacts on the natural environment; No environmental standards amendments are being proposed. Site specific environmental impacts will be addressed at the time of development application if necessary. Non-residential and non-agricultural development in the Park is required to adhere to current environmental resource protection standards and LDC Sections 7.02.03. - Standards and Requirements for PNRD and 11.02.07. - Standards for Site Plan Review. G. Whether and the extent to which the proposed amendment would adversely affect the property values in the area; The proposed amendment is not anticipated to have an adverse impact on property values in the area. It is likely that property value will be positively affected by the proposed development. H. Whether and the extent to which the proposed amendment would result in an orderly and logical development pattern specifically identifying any negative effects of such patterns; Site specific effects of a proposed change to existing development patterns will be addressed within the PNRD rezoning and site plan process. I. Whether the proposed amendment would be in conflict with the public interest, and is in harmony with the purpose and intent of this code; The proposed amendment is not in conflict with the public interest and is in harmony with the purpose and intent of this code. Page 19 of 346 Project Name: LDC Text Amendment (4.03.00 – Research and Education Park – Overlay Zone) File No.: TLDC-12201925658 8 J. Any other matters that may be deemed appropriate by the Planning and Zoning Commission or the Board of County Commissioners, in review and consideration of the proposed amendment. The Planning and Zoning Commission and the Board of County Commissioners may raise other matters regarding the proposed amendment to the text of the Land Development Code. Analysis Summary: Staff’s analysis indicates the proposed amendments are consistent with the St. Lucie County Comprehensive Plan and Land Development Code. The proposal is consistent with Comprehensive Plan Objectives 1.1.13, 10.1.1, 10.2.1, and 10.2.3, to increase compatible targeted industries within the Research Park. STAFF RECOMMENDATION: The proposed text amendment meets the standards of review as set forth in Section 11.07.03 of the St. Lucie County Land Development Code, and is not in conflict with the Goals, Objectives, and Policies of the St. Lucie County Comprehensive Plan. Staff recommends the Planning and Zoning Commission forward this proposed Text Amendment to the Board of County Commissioners with a recommendation of approval. Page 20 of 346 ORDINANCE No. AN ORDINANCE OF THE BOARD OF COUNTY COMMISSIONERS OF ST. LUCIE COUNTY, FLORIDA, AMENDING THE TEXT OF THE LAND DEVELOPMENT CODE, SECTION 4.03.03 LIMITATIONS ON LAND USE APPLICATIONS AND 4.03.05 RESEARCH AND EDUCATION PARK OVERLAY ZONE USE LIMITATIONS; TO ALLOW ADDITIONAL PERMITTED USES AND CONDITIONAL USES IN ZONE A WITHIN THE RESEARCH AND EDUCATION PARK OVERLAY ZONE DISTRICT, PROVIDING FOR CONFLICTING PROVISIONS; PROVIDING FOR SEVERABILITY; PROVIDING FOR APPLICABILITY; PROVIDING FOR FILING WITH THE DEPARTMENT OF STATE; PROVIDING AN EFFECTIVE; PROVIDING FOR ADOPTION; AND PROVIDING FOR CODIFICATION. WHEREAS, the Board of County Commissioners of St. Lucie County, Florida, based on the testimony and evidence, including not limited to the staff report, has made the following determinations: 1. On August 1, 1990, the Board of County County Commissioners of St. Lucie County, Florida, adopted the St. Lucie County Land Development Code. 2. This Board is authorized by Section 125.01(1)(h), Florida Statutes, to establish, coordinate and enforce zoning and such business regulations as are necessary for the protection of the public; and, 3. This Board is authorized by Section 125.01(1)(t), Florida Statues, to adopt ordinances and resolutions necessary for the exercise of its powers and to prescribe fines and penalties for the violations of ordinances in accordance with law. 4. On ______________, 2020, the Local Planning Agency Planning and Zoning Commission held a public hearing on the proposed ordinance after publishing due notice in the St. Lucie News Tribune and recommended that the proposed ordinance be forwarded with a recommendation for approval. 5. On _______________, 2020, this Board held the first public hearing on the proposed ordinance, after publishing due notice in the St. Lucie News Tribune. 6. On _______________, 2020, this Board held its second public hearing on the proposed ordinance, after publishing due notice in the St. Lucie News Tribune. 7. The proposed amendments to the St. Lucie County Land Development Code are consistent with the general purpose, goals, objectives and standards of the St. Lucie County Comprehensive Plan, are internally consistent with the remainder of the Land Development Code and are in the best interest of the health, safety and public welfare of the citizens of St. Lucie County, Florida. NOW, THEREFORE, BE IT ORDAINED by the Board of County Commissioners of St. Lucie County, Florida: Page 21 of 346 Ordinance No. 2020-XX 4.03.00 – Research and Education Park – Overlay Zone File No.: XXXXX Page 2 PART A. The specific amendments to the St. Lucie County Land Development Code to read as follows in strikethrough and underline format: 4.03.00 RESEARCH AND EDUCATION PARK – OVERLAY ZONE 4.03.01. – Purpose and Intent A. It is the purpose of this Section to protect, promote and strengthen the research, education and development of agriculture and the life sciences in the area generally described as lying between Orange Avenue and State Route 70, and west of Kings Highway to the North St. Lucie Water Control District Canal No. 52. B. It is the intent of this Section to provide a district where established and new education, research and scientific institutions, technological entrepreneurial ventures, and support services for these uses can develop and prosper. The district sets forth uses and standards that will protect, create and promote a community of scientific excellence and innovative education and technology by providing an atmosphere conductive to these activities. C. This Section indicates the permitted, conditional, and accessory uses and performance standards that will be utilized when reviewing applications for a change in zoning, future land use designation, site plan or building permit in the area further described in this Section. 4.03.02. – Research and Education Park Overlay Zone Established. A. The Research and Education Park Overlay Zone shall consist of all those parcels of land lying in the boundaries of the Research and Education Overlay Zone Maps as shown below and on the County’s Official Zoning Atlas: Page 22 of 346 Ordinance No. 2020-XX 4.03.00 – Research and Education Park – Overlay Zone File No.: XXXXX Page 3 B. The Research and Education Park Overlay Zone, created in Paragraph A above is generally described as follows: Lands dedicated to a Research and Education Park consisting of public and private research and education institutions and business support facilities that further the intent of the Research and Education Park Overlay Zone. The area is intended to accommodate research institutions, low environmental impact manufacturing facilities that support or are associated with the research and education institutions within the Research and Education Park. 4.03.03. – Limitations on Land Use Applications. Any Future Land Use Map Change within the Overlay Zone shall be to Special District (SD – Research and Education Park). All applications for a change in zoning within the Research and Education Park Overlay Zone shall be to Planned Non-Residential Development (PNRD). All building permit applications shall be reviewed and approved by the Growth Management Department Planning and Development Services Director or their assigns his or her designee prior to the issuance of construction authorizations within the Research and Education Park Overlay Zone. The appropriate location and mix of uses will be determined through a planned development process in a manner that adheres to the guidelines and standards set forth in this overlay zone and the Research and Education Park Master Plan. Uses are to be segregated as to intensity and are to ensure compatibility with lands outside the overlay zone. The following sub-zones are created to identify the type of permitted, conditional and accessory uses allowed within Zone A and Zone B. The specific uses are identified below and Section 4.03.05. LAND USE OPTIONS ZONE A ZONE B RESEARCH EDUCATION ZONE RESEARCH AGRICULTURE ZONE PRND: Allows agriculture, professional and business office, research, development, Institutional and light manufacturing, processing, distribution, business incubator, and accelerator business (as identified under 4.03.05) PRND: Allows agriculture and research (as identified in Section 4.03.05). Research Education Zone: The Research Zone is established to provide sites for education and research activities, related manufacturing, business and scientific activities Page 23 of 346 Ordinance No. 2020-XX 4.03.00 – Research and Education Park – Overlay Zone File No.: XXXXX Page 4 that could benefit from location in or adjacent to Research and Education Park facilities. This zone is intended to accommodate educational facilities that promote higher learning and; and research facilities, prototype production facilities and other manufacturing operations that require the continual or recurrent application of research knowledge and activity as an integral part of the manufacturing process. Professional office and commercial support facilities may also be located within this zone. This zone is intended to support the life cycle of education, food, agriculture, and technology uses sparred by the research zone, from research, to business incubator and accelerator, to processing, distribution of the products created at the Park. Research Agriculture Zone: The Research Agriculture Zone is established to provide an area of scientific research and development in the life sciences and agriculture for training and the production of prototype products, plans or designs. This zone is intended to accommodate agriculture production associated research facilities, and pilot projects that require the continual application of agriculture research knowledge and activity. 4.03.04. – Performance Standards. The following performance standards shall be maintained for approval of any planned development within the Research and Education Park Overlay Zone. The Research and Education Park Overlay standards shall supersede when more limiting than other provisions of this Code. A. Building Height: Zone A-Research Education Zone Maximum height for any structure shall be sixty (60) feet Zone B-Research Agriculture Zone Maximum height for any structure shall be thirty-five (35) feet. Zone A: Maximum height for any structure shall be sixty (60) feet. Zone B: Maximum height for any structure shall be thirty-five (35) feet. B. Signs. Signs for all uses within the Research and Education Center Overlay Zone shall conform to the requirements of Section 9.01.01(E). (Commercial, Neighborhood) of this Code. Billboards that are specific to marketing or identification of the Research and Education Park are permitted along the Florida Turnpike and may be installed in accordance with Section 9.02.02 – Off Premises Signs. C. Lot Coverage by Buildings: Page 24 of 346 Ordinance No. 2020-XX 4.03.00 – Research and Education Park – Overlay Zone File No.: XXXXX Page 5 Zone A: 50% maximum lot coverage by buildings Zone B: 25% maximum lot coverage by buildings 50% lot coverage by structures utilized for agricultural production purposes D. Maximum Yard requirements. Minimum yard and minimum lot size requirements will be determined through the planned non-residential development process. Buildings under the site plan threshold shall meet the minimum yard requirement of the property’s underlining zoning district. E. Landscaping Requirements: Landscaping requirements related to screening uses outside the Research and Education Overlay Zone boundary, retention of native landscapes, drought-tolerate vegetation and exotic removal shall be subject to Section 7.09.00. Landscape buffers along roadways and between uses within the Research and Education Overlay Zone shall be determined as part of the planned development process and in all cases shall be consistent within the intent of the Research and Education Overlay Zone and the Research and Education Park Master Plan. F. Off-Street Parking and Loading Requirements: Off-street parking and loading requirements are subject to Section 7.06.00. A fifteen percent (15%) reduction may be applied if the Planned Unit Development contains two (2) or more uses. Agricultural production structures are not subject to the requirements of Section 7.06.00. Parking garage structures may be proposed for individual or shared use within Zone A. The maximum height for a parking garage shall not exceed eighty percent (80%) of the building height performance standards as reflected within Section 4.03.04(A) or two (2) floor levels (which ever is greatest) of the maximum building height for the highest building adjacent to the proposed parking garage structure. A parking garage structure must be a minimum of two (2) floor levels. 4.03.05. – Research and Education Park Overlay Zone Use Limitations. The purpose of these regulations is to provide and protect an environmental suitable for agriculture, education, and research, with such other uses as may be necessary to and compatible with these primary uses. Uses are identified by their SIC (Standard Industrial Classification) Code (00). The identified use shall only be allowed when consistent with the properties Future Land Use Designation and the Zone A and B Land Use Options set forth in Section 4.03.03 and the Research and Education Park Master Plan. A. Permitted Uses. (Notes: The uses below include the life sciences with a focus on agriculture and education) Page 25 of 346 Ordinance No. 2020-XX 4.03.00 – Research and Education Park – Overlay Zone File No.: XXXXX Page 6 The permitted uses in Zone A and Zone B shall be: 1.) Agriculture Production – crops (SIC 01) 2.) Animal Aquaculture (SIC 0273) 3.) Education Services and Facilities (SIC 82) (Notes: includes establishments engaged in non-commercial agriculture and biological research and development, such as, agriculture, food and medicine) The permitted uses in Zone A only shall include: 1.) Business services (SIC 73). 2.) Manufacturing and Processing: a. Drugs (SIC 283). b. Beer, wine, distilled alcoholic beverages (SIC 518). c. Farm and garden machinery and equipment (SIC 5083). d. Farm-products raw materials, not elsewhere classified (SIC 5169). e. Farm supplies (SIC 5191). f. Food and kindred products (SIC 20). g. Food products machinery (SIC 3556). h. Grain and field beans (SIC 5153). i. Groceries and related products (SIC 514). j. Pharmaceutical preparations (SIC 2834). k. Soap, detergents, and cleaning preparations, perfumes, cosmetics, and other toilet preparations (SIC 284). l. Tobacco stemming and redrying (SIC 21). m. Pharmaceutical preparations (2834). 3.) Research, Development & Testing Services (SIC 873). (Note: Includes establishments engaged in commercial and manufacturing physical and biological research and development such as, agriculture, food and medical research, business services and x-ray machine inspection services.) B. Conditional Uses. (Notes: The uses below primarily include those associated with the manufacturing and support of the life sciences or the Park in general, such as financial institutions and business services eating establishments.) The conditional uses within Zone A shall be: 1.) Manufacturing: Meat packaging plants (SIC 2011) a. Food and kindred products (SIC 20) b. . Drugs (SIC 283) c. Soap, detergents, and cleaning preparations, perfumes, cosmetics, and other toilet preparations (SIC 284) d. . Agricultural chemicals e. Measuring, analyzing, and controlling instruments, photometric, medical and optical goods, watches and clocks (SIC 38) 2.) Financial institutions (SIC 60 and SIC 61) 3.) Business services (SIC 73) Page 26 of 346 Ordinance No. 2020-XX 4.03.00 – Research and Education Park – Overlay Zone File No.: XXXXX Page 7 Solar generation station subject to the requirements of Section 7.10.28 (999). Solar electric power generation subject to the requirements of Section 7.10.28. 4.) Eating places (SIC 5812). The conditional uses within Zone B shall be: 1.) Solar generation station subject to the requirements of Section 7.10.28 (999). C. Accessory Uses. Accessory uses are subject to the requirements of Section 8.00.00 and include the following: 1.) Residential units may be permitted as accessory uses to educational facilities, when approved through the Planned Unit Development process. 2.) Solar energy system subject to the requirements of Section 7.10.28 (999). D. Use Limitations. The following uses shall be specifically prohibited within the Research and Education Park Overlay Zone boundary. 1.) Residential subdivisions 2.) Heavy, Industrial 3.) Industrial extraction PART B. CONFLICTING PROVISIONS. Special acts of the Florida legislature applicable only to unincorporated areas of St. Lucie County, County ordinances and County resolutions, or parts thereof, in conflict with this ordinance are hereby superseded by this ordinance to the extent of such conflict. PART C. SEVERABILITY. If any portion of this Ordinance is for any reason held or declared to be unconstitutional, inoperative, or void, such holding shall not affect the remaining portions of this ordinance. If this ordinance or any provision thereof shall be held to be inapplicable to any person, property, or circumstance, such holding shall not affect its applicability to any other person, property, or circumstance. PART D. APPLICABILITY OF ORDINANCE. This ordinance shall be applicable in the unincorporated area of St. Lucie County. PART E. FILING WITH THE DEPARTMENT OF STATE. The Clerk is hereby directed forthwith to send a certified copy of this ordinance to the Bureau of Administrative Code and Laws, Department of State, The Capitol, Tallahassee, Florida 32304. PART F. EFFECTIVE DATE. This ordinance shall take effect upon filing with the Department of State. PART G. ADOPTION. Page 27 of 346 Ordinance No. 2020-XX 4.03.00 – Research and Education Park – Overlay Zone File No.: XXXXX Page 8 After motion and second, the vote on this ordinance was as follows: Cathy Townsend, Chair ______ Chris Dzadovsky, Vice Chair ______ Sean Mitchell, Commissioner ______ Linda Bartz, Commissioner ______ Frannie Mitchell, Commissioner ______ PART H. CODIFICATION. Provisions of this ordinance shall be incorporated in the St. Lucie County Code and Complied Laws, and the word “ordinance” may be changed to “section”, “article”, or other appropriate word, and the sections of this ordinance may be renumbered or relettered to accomplish such intention; provided, however, that Parts B through H shall not be codified. PASSED AND DULY ENACTED this ___ day of __________, 2020. Attest: Board of County Commissioners St. Lucie County, Florida By: Deputy Clerk Chair Approved As To Form and Correctness: By: County Attorney Page 28 of 346 4.03.00. - RESEARCH AND EDUCATION PARK—OVERLAY ZONE 4.03.01. - Purpose and Intent. A. It is the purpose of this Section to protect, promote and strengthen the research, education and development of agriculture and the life sciences in the area generally described as lying between Orange Avenue and State Route 70, and west of Kings Highway to the North St. Lucie Water Control District Canal No. 52. B. It is the intent of this Section to provide a district where established and new education, research and scientific institutions, technological entrepreneurial ventures, and support services for these uses can develop and prosper. The district sets forth uses and standards that will protect, create and promote a community of scientific excellence and innovative education and technology by providing an atmosphere conducive to these activities. C. This Section indicates the permitted, conditional and accessory uses and performance standards that will be utilized when reviewing applications for a change in zoning, future land use designation, site plan or building permit in the area further described in this Section. 4.03.02. - Research and Education Park Overlay Zone Established. A. The Research and Education Park Overlay Zone shall consist of all those parcels of land lying in the boundaries of the Research and Education Overlay Zone Map as shown below and on the County's Official Zoning Atlas: B. The Research and Education Park Overlay Zone, created in Paragraph A above is generally described as follows: Lands dedicated to a Research and Education Park consisting of public and private research and education institutions and business support facilities that further the intent of the Research and Education Park Overlay Zone. Page 29 of 346 The area is intended to accommodate research institutions, low environmental impact manufacturing facilities that support or are associated with the research and education institutions within the Research and Education Park. 4.03.03. - Limitations on Land Use Applications. Any Future Land Use Map Change within the Overlay Zone shall be to Special District (SD - Research and Education Park). All applications for a change in zoning within the Research and Education Park Overlay Zone shall be to Planned Non-Residential Development (PNRD). All building permit applications shall be reviewed and approved by the Growth Management Department Director or their assigns prior to the issuance of construction authorizations within the Research and Education Park Overlay Zone. The appropriate location and mix of uses will be determined through the planned development process in a manner that adheres to the guidelines and standards set forth in this overlay zone and the Research and Education Park Master Plan. Uses are to be segregated as to intensity and are to ensure compatibility with lands outside the overlay zone. The following sub-zones are created to identify the type of permitted, conditional and accessory uses allowed within Zone A and Zone B. The specific uses are identified below and Section 4.03.05. LAND USE OPTIONS ZONE A ZONE B RESEARCH EDUCATION ZONE RESEARCH AGRICULTURE ZONE PNRD: Allows agriculture, office, research, institutional and light manufacturing (as identified under 4.03.05). PNRD: Allows agriculture and research (as identified in Section 4.03.05). Research Education Zone: The Research Education Zone is established to provide sites for education and research activities, related manufacturing, business and scientific activities that could benefit from location in or adjacent to Research and Education Park facilities. This zone is intended to accommodate educational facilities that promote higher learning and; research facilities, prototype production facilities and other manufacturing operations that require the continual or recurrent application of research knowledge and activity as an integral part of the manufacturing process. Professional office and commercial support facilities may also be located within this zone. Research Agriculture Zone: The Research Agriculture Zone is established to provide an area of scientific research and development in the life sciences and agriculture for training and the production of prototype products, plans or designs. This zone is intended to accommodate agriculture production associated research facilities, and pilot projects that require the continual application of agriculture research knowledge and activity. (Ord. No. 10-034, Pt. A, 11-9-2010) Page 30 of 346 4.03.04. - Performance Standards. The following performance standards shall be maintained for approval of any planned development within the Research and Education Park Overlay Zone. The Research and Education Park Overlay standards shall supersede when more limiting than other provisions of this Code. A. Building Height: Zone A—Research Education Zone Maximum height for any structure shall be sixty (60) feet. Zone B—Research Agriculture Zone Maximum height for any structure shall be thirty-five (35) feet. B. Signs: Signs for all uses within the Research and Education Center Overlay Zone shall conform to the requirements of Section 9.01.01(E), (Commercial, Neighborhood) of this Code. Billboards that are specific to marketing or identification of the Research and Education Park are permitted along the Florida Turnpike and may be installed in accordance with Section 9.02.02— Off Premises Signs . C. Lot Coverage by Buildings: Zone A: 50% maximum lot coverage by buildings Zone B: 25% maximum lot coverage by buildings 50% lot coverage by structures utilized for agricultural production purposes D. Minimum Yard requirements: Minimum yard and minimum lot size requirements will be determined through the planned non-residential development process. Buildings under the site plan threshold shall meet the minimum yard requirement of the property's underlining zoning district. E. Landscaping Requirements: Landscaping requirements related to screening uses outside the Research and Education Overlay Zone boundary, retention of native landscapes, drought- tolerate vegetation and exotic removal shall be subject to Section 7.09.00. Landscape buffers along roadways and between uses within the Research and Education Overlay Zone shall be determined as part of the planned development process and in all cases shall be consistent with the intent of the Research and Education Overlay Zone and the Research and Education Park Master Plan. F. Off-street Parking and Loading Requirements: Off-street parking and loading requirements are subject to Section 7.06.00. A fifteen percent (15%) reduction may be applied if the Planned Development contains two (2) or more uses. Agricultural production structures are not subject to the requirements of Section 7.06.00. Parking garage structures may be proposed for individual or shared use within Zone A. The maximum height for a parking garage shall not exceed eighty percent (80%) of the building height performance standards as reflected within Section 4.03.04(A) or two (2) floor levels (which ever is greatest) of the maximum building height for the highest building adjacent to the proposed parking garage structure. A parking garage structure must be a minimum of two (2) floor levels. Page 31 of 346 4.03.05. - Research and Education Park Overlay Zone Use Limitations. The purpose of these regulations is to provide and protect an environment suitable for agriculture, education, and research with such other uses as may be necessary to and compatible with these primary uses. Uses are identified by their SIC (Standard Industrial Classification) Code (00). The identified use shall only be allowed when consistent with the properties Future Land Use Designation and the Zone A and B Land Use Options set forth in Section 4.03.03 and the Research and Education Park Master Plan. A. Permitted Uses. ( Notes: The uses below include the life sciences with a focus on agriculture and education) The permitted uses in Zone A and Zone B shall be: 1.) Agriculture Production - crops (SIC 01) 2.) Animal Aquaculture (SIC 0273) 3.) Education Services and Facilities (SIC 82) (Notes: Includes establishments engaged in non-commercial agriculture and biological research and development; such as, agriculture, food and medicine) The permitted uses in Zone A only shall include: 1.) Research, Development, and Testing Services (SIC 873) (Notes: Includes establishments engaged in commercial and manufacturing physical and biological research and development; such as, agriculture, food and medical research, and x- ray machine inspection services) B. Conditional Uses. (Notes: The uses below primarily include those associated with the manufacturing and support of the life sciences or the Park in general, such as financial institutions and business services.) The conditional uses within Zone A shall be: 1.) Manufacturing: a. Food and kindred products (SIC 20). b. Drugs (SIC 283). c. Soap, detergents, and cleaning preparations; perfumes, cosmetics, and other toilet preparations (SIC 284). d. Agricultural chemicals (SIC 287). e. Measuring, analyzing, and controlling instruments; photographic, medical and optical goods; watches and clocks (SIC 38). 2.) Financial institutions (SIC 60 and SIC 61). 3.) Business services (SIC 73). 4.) Solar generation station subject to the requirements of Section 7.10.28. (999). The conditional uses within Zone B shall be: 1.) Solar generation station subject to the requirements of Section 7.10.28. (999). C. Accessory Uses. Accessory uses are subject to the requirements of Section 8.00.00, and include the following: 1.) Residential units may be permitted as accessory uses to educational facilities, when approved through the Planned Development process. Page 32 of 346 2.) Solar energy system subject to the requirements of Section 7.10.28 (999). D. Use Limitations. The following uses shall be specifically prohibited within the Research and Education Park Overlay Zone boundary. 1.) Residential subdivisions. 2.) Heavy, industrial. 3.) Industrial extraction. (Ord. No. 10-034, Pt. A, 11-9-2010) Page 33 of 346 SUGGESTED MOTIONS: MOTION TO APPROVE AFTER CONSIDERING THE TESTIMONY PRESENTED DURING THE PUBLIC HEARING, INCLUDING STAFF COMMENTS, AND THE STANDARDS OF REVIEW AS SET FORTH IN SECTION 11.06.03, ST. LUCIE COUNTY LAND DEVELOPMENT CODE, I HEREBY MOVE THAT THE PLANNING AND ZONING COMMISSION RECOMMEND THAT THE ST. LUCIE COUNTY BOARD OF COUNTY COMMISSIONERS GRANT APPROVAL TO THE PROPOSED TEXT AMENDMENT TO THE LAND DEVELOPMENT CODE SECTION 4.03.03 – LIMITATIONS N LAND USE APPLICATIONS AND SECTION 4.03.05 – RESEARCH AND EDUCATION PARK OVERLAY ZONE USE LIMITATIONS TO ALLOW ADDITIONAL PERMITTED USES AND CONDITIONAL USES IN ZONE A WITHIN THE RESEARCH EDUCATION PARK OVERLAY ZONE, BECAUSE... [CITE REASONS WHY - PLEASE BE SPECIFIC] MOTION TO DENY AFTER CONSIDERING THE TESTIMONY PRESENTED DURING THE PUBLIC HEARING, INCLUDING STAFF COMMENTS, AND THE STANDARDS OF REVIEW AS SET FORTH IN SECTION 11.06.03, ST. LUCIE COUNTY LAND DEVELOPMENT CODE, I HEREBY MOVE THAT THE PLANNING AND ZONING COMMISSION RECOMMEND THAT THE ST. LUCIE COUNTY BOARD OF COUNTY COMMISSIONERS DENY THE PROPOSED TEXT AMENDMENT TO LAND DEVELOPMENT CODE SECTION 4.03.03 – LIMITATIONS ON LAND USE APPLICATIONS AND SECTION 4.03.05 – RESEARCH AND EDUCATION PARK OVERLAY ZONE USE LIMITATIONS TO ALLOW ADDITIONAL PERMITTED USES AND CONDITIONAL USE IN ZONE A WITHIN THE RESEARCH AND EDUCATION PARK OVERLAY ZONE, BECAUSE... [CITE REASONS WHY - PLEASE BE SPECIFIC] Page 34 of 346    Page 35 of 346 Strategy and Plan for Treasure Coast Research Park      TABLE OF CONTENTS  SECTION DESCRIPTION PAGE   1 PREAMBLE 1   2 INTRODUCTION/BACKGROUND 2   3 REFINING THE VISION FOR THE TREASURE COAST RESEARCH PARK 3   4 DEVELOPMENT OF PARCELS WITHIN THE TCRP 13   5 ADDRESSING ISSUES/CHALLENGES RELATED TO MOVING FORWARD 15   6 ACTION PLAN/METRICS FOR MOVING FORWARD 18    For Further Information on This Report, Contact:   John Rhodes, Senior Principal    Moran, Stahl & Boyer  Business Phone: 941.213.9001   E‐mail: john.rhodes@msbconsulting.com    Page 36 of 346 1    Strategy and Plan for Treasure Coast Research Park   SECTION 1 – PREAMBLE   Over the past 13 years, St. Lucie County has invested in the develop‐ ment of the Ag‐related Treasure Coast Research Park (TCRP) that has  resulted in limited interest from the marketplace.  Recently, a food  kitchen was constructed to attract emerging food processing  businesses. This will help meet a need for additional commercial  kitchen space that has been requested by small local producers as  demonstrated in the overwhelming success of the local farmers’  market. It will also provide a litmus test on the area’s interest in the growth of food processing businesses.  Based on overall market trends, there is a growth in selected food processing industry segments and in the methods  food is grown, prepared and delivered to the consumer.   St. Lucie County is well positioned with its access to a  potential diversity of food crops and large population centers to take advantage of this evolving trend.    St. Lucie County requested that MS&B (John Rhodes) conduct an information/feedback seminar in the County in  April of 2018 to present the case for agriculture and the food industry and what segments of the industry the TCRP  may be interested in going forward.  The feedback from this event was critical input in the development of a strategy  and plan for stimulating interest in the TCRP.    Key Objectives:  1. Enhance the understanding of trends and opportunities within the ag/food processing industry that relate to  the TCRP.  2. Build a consensus for the business options that should be targeted to achieve success at the TCRP.  3. Discuss the next steps that include developing a strategic plan with action items for the TCRP.  Outline for Presentation   Trends in Ag R&D, Food Consumption and Food Processing     Ag/Food Business Park and Project Trends     Options for Further Developing the TCRP     R&D: support area agricultural activities (on‐going . . . what else could be done?)   R&D: product/process development for area crops and food/beverage companies    Commercial kitchen for emerging food processors of prepared and packaged food (just completed  construction)   Flex manufacturing space for expanding ag/food/beverage processing companies (requires a developer  acquiring land and constructing a building)   Stand‐alone lots/buildings for established/expanding ag/food/beverage processing companies  (Requires the ability to sell land rather than lease)   Other options   Next Steps   Develop an overall strategy for the TCRP along with an action plan   Address any needs for further development, land use options by parcel, sell vs. lease land, site  certification and other considerations   Prepare and implement an effective marketing plan to support growth at the park    FORWARD Strategy for MOVING Page 37 of 346 2    Strategy and Plan for Treasure Coast Research Park   SECTION 2 – INTRODUCTION/BACKGROUND  In 2005, the St. Lucie County Board of Commissioners  along with the University of Florida established the  Treasure Coast Research Park (TCRP) to leverage the  presence of UF and USDA research activities and  attract other ag and biotech‐related research.  The  County appointed the Treasure Coast Education and  Research Development Authority (TCERDA) to help  manage and develop the research park.   A formal lease agreement was issued in March 2006 and amended in September 2011 that governed the offering of  selected properties within the overall TCRP designated for the following activities: ‘research, design, development,  testing, educational, limited production, and other activities compatible with research, both basic and applied.’  The  land would be offered on a lease‐only basis and a master plan was to be drafted for the development of selected  parcels.    Parcels Quad 1A and 1B (see below circled in red) were initially master planned and a substantial investment was  made in Quad 1A to get it to a ‘shovel ready’ status. The other parcels will require significant tree removal, grading,  road access improvements and installation of utilities.      Page 38 of 346 3    Strategy and Plan for Treasure Coast Research Park    SECTION 3 – REFINING THE VISION FOR THE TREASURE COAST RESEARCH PARK   Assumptions Defined for Existing Vision for the TCRP  Based on the scope of the originally defined activities for the TCRP, there was an aspiration for success in attracting  businesses to the park based on the following assumptions:  1. There would be no issue for companies to lease land and then invest in structural improvements on the land.    INSIGHT: Market Demand for Leased Land   In general, commercial companies will lease space to reduce their up‐front investment cost but do not seek out  leased land and then invest in a major improvement (structure) on the land primarily because the ownership of the  improvement reverts to the lessor at the end of the lease.  The exceptions are retail sites with long‐term leases (e.g.,  fast food restaurants or gas stations) or at airports governed by federal requirements to retain ownership of adjacent  lands.  2. A diversity of agricultural, biotechnology and/or food processing companies that engage in R&D would be  attracted to co‐locate with the existing basic research activities of the University of Florida and the USDA – even  though a substantial portion of existing research at this location is focused on citrus (a crop under stress from the  citrus greening disease).    INSIGHT: Location of Commercial R&D Activities  Commercial R&D activities will frequently be located by major ag and food processing companies at their corporate  headquarters or at other strategic locations.  For example, the newly completed Nestle Culinary Center in Solon, OH  is an application/product development center for consumer products.  It is located near other R&D and quality‐ related functions as well as adjacent to the HQ for selected products and multiple manufacturing operations. Being  that Nestle is one of the largest packaged food producers in the world, they locate their R&D facilities to support  internal operations, gain access to market feedback and other resources as needed.               INSIGHT: New Companies Derived From Ag R&D and Food Business Incubator Activities  University and government R&D activities have a higher potential to generate new businesses than to attract existing  large businesses to an area.  MS&B studied several ag‐related R&D centers operated by universities and most  effective in stimulating newly established businesses.    Page 39 of 346 4    Strategy and Plan for Treasure Coast Research Park  For example, Cornell’s Agriculture and  Food Technology Park in Geneva, New  York.  • Established in 2005 on 72 acres in New  York’s viticulture region with offices, labs  and production space  • Has certified building sites for additional  growth  • Focus on R&D for food and agriculture  • Has 20,000 SF Flex Tech Incubator building and 80,000 SF grape genetics R&D  • Tenants can lease or buy space with access to services + Cornell faculty  • Have supported a variety of businesses (e.g., Cheribundi superfruit drinks and Stoney Brook seed oil company)   INSIGHT: Diversifying Area Crop Base Using Energy Beets  Consider the production of alcohol‐based fuels (particularly butanol) from ‘energy beets’ as a new crop entry in the  area.  Efforts were made at the TCRP to introduce energy beets in the region as a supplementary crop for the  emerging amounts of fallow land caused by the citrus greening.  There is real promise in deriving alcohol (both  ethanol and butanol) from energy beets as outlined by the U.S. Department of Energy summary:  https://www.afdc.energy.gov/fuels/emerging_biobutanol.html  Converting biomass into alcohol involves the biological breakdown (fermentation) of corn, sorghum, soybeans,  wheat, sugar cane/beet, grasses, wood chips, ag residues, etc.  The most common alcohol biofuel is ethanol derived  from corn.  This is changing as other biomass materials are developed including emerging production of butanol.  Butanol has four carbon atoms in contrast to ethanol with two carbon atoms – both have the hydroxyl radical  (oxygen and hydrogen) that make it an alcohol.  The favorable characteristics of butanol are:  • Butanol has 15% more energy content per unit than ethanol.  • Butanol also has a lower vapor pressure than ethanol which means it’s easier to handle but also has less vapors present to  start an engine in cold weather (it works better in hotter temperatures in the Southern states).  • It is less soluble in water than ethanol that makes it easier to handle.  • It can be used directly in gasoline engines (up to nearly 100%) without any engine conversion.  • It is less corrosive than ethanol.  • Ethanol requires special pipelines for shipping, butanol can be shipped in unmodified pipelines.  • There are only a few modifications to an ethanol production plant required to produce butanol.  • Several major oil/energy companies are ramping up production of butanol.  • A downside to butanol is that its toxicity is higher that ethanol – more like that of gasoline.    Energy beets, a special type of sugar beet, are being studied extensively at North Dakota  State University (Fargo, ND) due to the substantial sugar beet crop in eastern North  Dakota and nearby Minnesota.   As a crop, energy beets develop a deep tap root which  makes it more tolerant to drought and can be planted in alkaline or saline soils.  As a  feedstock for alcohol production, high yields with a high crop weight per acre relative to  corn and other biomass sources makes energy beets attractive.  C H H C H H C H H C H H O HHC H H C H H O HH ETHANOL BUTANOL Page 40 of 346 5    Strategy and Plan for Treasure Coast Research Park  INSIGHT: ‘Raising’ the Next Generation of Farmers  Memphis is taking a page from Detroit’s play book of urban gardening  and offering courses in agriculture to stimulate a new generation of  farmers seeking to provide local food to the metro area. The Farm  Academy, known as Roots Memphis, provides fee‐based classes and  hands‐on gardening space to gain experience in the art and science of  farming.  The 2 ½ year program teaches the student how to run a  successful ag business.  The farm is also attached to a major farmers’  market and a CSA (consumer supported agriculture) program.            INSIGHT: Farmer Veteran Coalition – Davis, CA (Local chapters in 8 states but not  in Florida)  They ‘cultivate’ a new generation of farmers and food leaders and develop viable  employment and meaningful careers through the collaboration of the farming and  military communities. They believe that veterans possess the unique skills and  character needed to strengthen rural communities and create sustainable food  systems. We believe that agriculture offers purpose, opportunity, and physical and  psychological benefits.   Web Site: www.farmvetco.org/about‐us/  INSIGHT: Veteran Farm – Jacksonville, FL  Their mission is to help veterans reintegrate back into society through the Beginning  Farmer fellowship program. While working together in a relaxed, open environment,  veterans will work as a team to develop solutions that will enable them to overcome  physical and mental barriers. Through their training fellowship program veterans will  learn the skills and gain the education they need to start their own local farm or to work  for larger farming organizations.    Web Site: www.veteransfarm.org/  INSIGHT: USDA – National Institute of Food and Agriculture  The USDA has established the institute to support research related to  agriculture and food that includes grants to enable individuals  (particularly veterans and other disadvantaged folks) to enter farming.   They recently issued over $18 million in grants to universities and other  organizations to support this effort.   Web Site: www.nifa.usda.gov/about‐nifa  Page 41 of 346 6    Strategy and Plan for Treasure Coast Research Park  INSIGHT: North‐South Institute, Inc. (NSI) – Sunrise, FL  The NSI is an organization to enable disadvantaged people in the south as well as in the  Caribbean, South America and Africa to engage in viable economic opportunities.  To this  end, they are also focusing on returning veterans and their emergence into agriculture.   With a ~$200,000 grant from USDA (program noted above) and with the help of the  Florida Agriculture Extension, they are planning to utilize land in St. Lucie County to  launch the initiative on Florida’s east coast.    Web Site: www.nsied.org/about.html    INSIGHT: Use of Greenhouses for Vegetable Production has Renewed Potential  Tomatoes and greens have a long tradition of being grown in ‘hot houses’ in certain climates – typically more up  north to extend growing seasons (see next page).  However, Bright Farms, headquartered in Irvington, NY (just north  of NYC), is establishing hydroponic greenhouses in strategic locations to grow greens and herbs – high demand items  in our food‐related health and taste culture.   The benefits of these operations, ranging from  56,000 to 160,000+ SF under glass, include:   • High land and water efficiencies  • Very high crop yields  • Consistent, high quality produce  • No agricultural runoff  • Much reduced pest management  • Operated year round   Farms are currently located in PA, VA, IL, OH  and soon to be in TX.  The company provides  the technology and equipment to be successful, backed by major financial partners (Prudential Financial, NGen,  Catalyst Investors, and WP Global Investors).  They also have partnerships with grocery retailers, including WalMart.  The next generation greenhouses have highly efficient uses of heat and energy to improve the overall performance  of the facility.  Crops can be grown either in soil or hydroponically (water/nutrient media) and on single or multiple  (stacked) levels.   Web Site: www.brightfarms.com       Page 42 of 346 7    Strategy and Plan for Treasure Coast Research Park  Next Generation High Efficiency Greenhouse      Page 43 of 346 8    Strategy and Plan for Treasure Coast Research Park  INSIGHT: Diversity of Vegetables That can be Produced in the Area   CROPS THAT CAN BE GROWN IN THE ST. LUCIE COUNTY AREA   Product  Jan  Feb  Mar  Apr  May  Jun  Jul  Aug  Sep  Oct  Nov   Dec  Avocado  Bell Pepper  Blueberry  Broccoli  Cabbage  Cantaloupe  Carrot  Cauliflower  Celery  Cucumber  Eggplant  Grapefruit             Guava  Lettuce  Mango  Mushroom             Orange  Papaya  Passion Fruit  Peanut             Potato  Radish  Snap Bean  Spinach  Squash  Strawberry  Sweet Corn  Tangerine             Tomato  Watermelon    6 Mo.+ Season     Page 44 of 346 9    Strategy and Plan for Treasure Coast Research Park  INSIGHT: Rapidly Emerging Trend for Boxed Meals  Placing the ingredients for a meal in a box along with instructions is seeking a tipping point in the U.S. market.  The  trend began to emerge in ~2011 and has been gathering momentum.  Using an economy of scale for purchasing  ingredients and meeting specific needs/wants of the consumer (a variety of foods, gluten‐free, vegan, etc.), and the  lowering of shipping costs, the companies can deliver fresh/high quality meals that are simple to prepare and cost  near or lower to what the ingredients would cost in the supermarket. The trend is hot enough to cause Publix and  Kroger to offer their version using special recipe cards and store ingredients known as their Apron® Program.   Company  Location  Web Site  Comments  Blue Apron  New York, NY www.blueapron.com/ Major U.S. player  Local Crate  St. Paul, MN www.localcrate.com/   Factor 75  Batavia, IL www.factor75.com/   Global Belly  New York, NY www.global belly.com International foods (India, Thailand, etc.)  Green Chef  Boulder, CO www.greenchef.com/   HelloFresh  Berlin, Germany www.hellofresh.com/ Big in Europe and major U.S. player  Home Chef  Chicago, IL www.homechef.com/   Martha & Marley Spoon  New York, NY www.marleyspoon.com/ The ‘Martha’ is Martha Stewart  Plated  Boise, ID www.plated.com/ Offered by Albertsons grocery chain  Sun Basket  San Francisco, CA www.sunbasket.com/       INSIGHT: Other Food Trends  There on on‐going trends in food consumption that may be potential opportunities for food processing in  southeastern Florida.  • Access to fresh local produce and derived foods offering superior taste, quality and traceabilty  • Organically grown foods (no chemicals or hormones added)  • ‘Super foods’ with high nutritional value (nutraceuticals, functional foods, high fiber, omega‐3 fatty acids,  calcium, antioxidants, etc.)  • Foods that meet medical, personal and religious dietary restrictions  • Niche authentic foods (Greek yogurt, free range grown meats (grass fed beef), ethnic/regional foods, artisan  cheeses, special breads, etc.) *Yogurt consumption up from 3 to 5 billion pounds in 10 years.  Page 45 of 346 10    Strategy and Plan for Treasure Coast Research Park  • Precooked or microwaveable restaurant quality meats, vegetables, etc.  Similar to the boxed food trend noted  above.  • Comfort and nostalgic foods: pies, specialty dishes      INSIGHT: Food Industry‐Related Consultants  There is a consulting service nationally and globally that works with companies to address the needs of product  production, packaging and marketing supported by services related to food safety, niche markets, legal issues,  Quality Assurance, environmental management, etc.  Examples of these types of companies that are located in  Florida are profiled below.  Company  Location  Web Site  Scope of Services  Stellar Group  Jacksonville, FL www.stellar.net Design, engineering, construction and  mechanical services for multiple industries,  including food processing and distribution  Hope Delong and  Assoc.  Palm Beach, FL www.hopedelong.com    Product, ideation, concept development.  Package design, Quality Assurance, nutritional  analysis. National retail sales and marketing.  Strategic planning. Supply chain, purchasing,  logistics, cost reduction and food processing  manufacturing.  Foodcrafters  Consulting – A  Div. of Beneficial  Blends, LLC  Tampa, FL www.foodcraftersconsulting.com    Consulting and Outsourcing Services for the  Food and Beverage Industry. We handle every  step from concept to shelf.  Product Develop‐ ment, Supply Chain, Operations, Support  Services.       Page 46 of 346 11    Strategy and Plan for Treasure Coast Research Park  Refining the Vision for the TCRP  The county could achieve a higher level of success if it positioned itself to stimulate a broader more comprehensive  spectrum of ag and food related business activity.  This would include engaging in diverse crop research, product and  process development, and processing/distributing a variety of ag‐related products (including processed crops, food,  beverage, biotechnology, nutraceuticals, and fuel products) throughout Florida and portions of the Southeast with  access to Caribbean markets.  This would include not only the TCRP but other commercially available parcels  throughout the county that were ‘certified’ for ag/food processing.         Role of the TCRP   • Provide crop‐related research to emerging/diverse ag crops to support area farm initiatives (e.g., energy  beets, hydronic growing techniques, etc.)  • Support new business owner development through the Sunshine Kitchen incubator and a local training  program for prospective farmers.  Facilitate the availability of services and financial resources as well as  land opportunities for new farmers.  • Host an on‐site greenhouse farming operation, operated by a contract farmer, and partner with a firm such  as Bright Farms.   The facility would not only be a viable business bringing in revenue and paying taxes but  also a training center for emerging farmers.  • Sell land to the private sector for them to develop additional on‐site food processing facilities for small and  medium size businesses.   Role of Other Local Commercial Land Owners  • Partner with the county to offer ‘certified’ food processing and distribution sites for co‐packers, expanding  local food processers, large outside food processors, and medium/large distribution operations.       Page 47 of 346 12    Strategy and Plan for Treasure Coast Research Park  Developing a Comprehensive Marketing Plan  Once the Sunshine Kitchen is operating, portions of the land in Quad 1A are available for purchase and selected lands  across the county are certified for food‐related businesses, the county will be positioned to initiate and aggressive  marketing plan that will consist of the following:   Recruiting individuals/small food‐related businesses to take advantage of the Sunshine Kitchen resources.   Market to Farmers’ Market participants and advertise in electronic media.    Seek out emerging/expanding food‐related businesses to move into larger food processing space within the  TCRP that has been built by third‐party resources.   Promote the food industry related resources of the county to food related businesses and their influencers  within target areas by direct contact of specific companies and their potential consultants, trade shows and  electronic media.    Companies processing ag products being produced within the region   Food box industry companies seeking to serve southeast Florida   Beverage, specialty baking, yogurt/cheese and organic foods companies   Companies in the Caribbean and South America seeking to enter the U.S. or companies in the U.S. seeking  to market to the Caribbean and South America   Other food‐related companies     Page 48 of 346 13    Strategy and Plan for Treasure Coast Research Park   SECTION 4 – DEVELOPMENT OF PARCELS WITHIN THE TCRP  The first development project in Quad 1A is a county‐led ‘Sunshine Kitchen’ that will be utilized for emerging  packaged food and food service companies in the area.  The majority of the facility will be leased to yourProKitchen  to manage and offer rent for food prep, processing and office space to local food‐related companies on a time basis.   There are potential plans for a second building that would be an investment by the private development community.       Page 49 of 346 14    Strategy and Plan for Treasure Coast Research Park  Development of Quad 1A  Parcel Quad 1A, when fully developed, could contain a series of  buildings for food‐related businesses in a range of 20,000 SF up to  125,000 SF.  The buildings could be offered as flex space so that they  could be configured to the needs on individual businesses.  They  could also be designed for one or multiple tenants by dividing the  space into modules.      Master Plan for Quad 1A  100,000 ‐ 125,000 SF 50,000 ‐ 75,000 SF 20,000 – 25,000 SF Page 50 of 346 15    Strategy and Plan for Treasure Coast Research Park   SECTION 5 – ADDRESSING ISSUES/CHALLENGES RELATED TO MOVING FORWARD  There are several issues/challenges that need to be addressed to assure that the overall development of the TCRP is  a success as outlined below.  1. Need to have a well‐defined, streamlined process for offering parcels (5 acres and above) to private  developers so they can invest/build space for food‐related tenants.  The small food companies will not be  interested in leasing land and building buildings.  2. Modify building design standards that allow for architectural elements outside the defined standards as  presented below:      The standards should allow for contemporary industrial buildings built with tilt‐up construction techniques  while having a façade, articulation, colors and elevations that complement the existing Sunshine Kitchen  building – as shown below.       Page 51 of 346 16    Strategy and Plan for Treasure Coast Research Park  3. If there is an expansion of food processing activity within the TCRP, there will need to be an assessment of  the airborne pest management and fertilizer chemicals utilized within several hundred yards of the food  processing area.  The assessment needs to include the following:   Type of chemical utilized   Potential toxicity of chemical   Method of application (solid/liquid): trickle to roots vs. atomization in a spray    Time(s) of day of application    Concentration of chemical   Frequency of use (daily, time of year, etc.)   Predominant wind direction.  In the Fort Pierce area, the predominant wind pattern is from the east  (off‐shore from the Atlantic Ocean) between the NE and SE sectors.  This means chemicals from the  agricultural area are not blowing toward the food process portions of the TCRP very frequently  during the year.  WIND ROSE FOR THE FORT PIERCE AREA        Page 52 of 346 17    Strategy and Plan for Treasure Coast Research Park  4. Define ‘standards’ for a food‐related industry site and for building construction details.  • Federal standards for Food Handling facilities: 21 CFR 110 – Current Good Manufacturing Practice in  Manufacturing, Packing, or Holding Human Food.      • University of Florida guidelines for the Sanitary Design and Construction of Food Processing and  Handling Facilities.  http://edis.ifas.ufl.edu/fs119  • Developing a ‘Certified Food Processing and Handling Site’ program is emerging on a national basis.  It  allows food processing companies to quickly identify sites that meet their specific criteria that would  include:   Size of site vs. anticipated activity;    Level of site readiness (clear title, land for sale or building to lease, flat land, access to utilities);   Access to transportation;    Access to ag/production ingredients and markets;   Local presence of current food processing activities;    Available training in food processing techniques and food safety;    Proximity to sources of contamination;    Water resources (capacity and quality);    Wastewater treatment capacity and any pretreatment requirements;   Proximity to police and fire stations, etc.  5. Branded as ‘research park’ vs. ‘ag/food park’.  Having the overall park branded as a research park makes it  difficult to market it to non‐research ag and food processing companies.  Other ag and food industrial parks  have names such as ‘Agri‐Business Park’ or Agriculture and Food Technology Park’ and they may have a  research component within the park that is named separately.       Treasure Coast Agri-Business Park Page 53 of 346 18    Strategy and Plan for Treasure Coast Research Park   SECTION 6 – ACTION PLAN/METRICS FOR MOVING FORWARD  The TCRP has a potential for a successful future but will require some strategic efforts to move it forward.  What has  been done with the park so far has been a reasonable investment by the St. Lucie County, but additional actions are  needed to build momentum.  Task  Description  Responsibility  Timing  1  Formalize an Agriculture/Food Partnership Team1   (Facilitate the expansion of ag/food processing and  related activities in the county).  St. Lucie County to organize meeting in  early 2019 of potential members  1Q 2019  2  A. Define certification criteria for ag/food processing  and distribution sites  B. Identify sites for certification  C. Certify selected sites.  St. Lucie Economic Development  Council with support from John Rhodes  1Q 2019  3  Develop streamlined process for selling selected  parcels in the TCRP for private investment and  development.  St. Lucie County (input from land  attorney)  1Q 2019  4  Modify park design standards to include ‘tip‐up  construction’ with defined façade and landscaping  details.  TCRP and St. Lucie County Planning  Department  2Q 2019  5  Evaluate potential for greenhouse farming within the  park and contact Bright Farm or other organization to  consider supporting a local facility.  Local Florida Ag Extension Office with  support from John Rhodes   1Q 2019  6  Offer courses in ag and food business techniques and  management.  Use on‐site facilities for ‘hands‐on’  experience.  TCRP, yourProKitchen, Indian River  State College   1Q 2019  7  Support the North‐South Institute’s program for  veterans entering agriculture and expand for other  local individuals seeking to enter agriculture.  Florida Ag Extension  St. Lucie County  On‐Going  8  Further develop concept for super sugar beets to be  grown and processed in the county as a biofuel.  TCRP and University of Florida  2Q 2019  9  Develop and implement marketing program to attract  ag and food related business to the county  TCRP, St. Lucie Economic Development  Council with support from John Rhodes  On‐Going  10  Evaluate chemical use in the TCRP to assure there will  be no toxic contamination of processed foods.  University of Florida and USDA  On‐Going  Notes:  1. The Agriculture/Food Partnership Team would consist of: St. Lucie County (including TCRP Board), Indian River State College, St. Lucie  County Economic Development Council, University of Florida, USDA, owners of sites that are certified for ag and food activity, local  Agricultural Extension office, etc.     Overall Metrics to Measure Progress  Metric  Description Frequency  1  Number, types of businesses/ No. of employees utilizing the Sunshine Kitchen  Quarterly  2  Number and types of businesses/No. of employees seeking more space for processing  Semi‐Annual  3  Updated listing/profiling of sites certified for ag/food processing  Semi‐Annual  4  Number of qualified leads concerning the certified sites  Semi‐Annual  5  Total number of jobs and income to the County related to ag/food processing  Annual  6  Number of students taking ag or food management classes  Annual    Page 54 of 346 Page 55 of 346 Page 56 of 346 Page 57 of 346 Page 58 of 346 !"c$ !"c$ !"c$ ?û ?û ?ù?ù )l )l )l )l AÓ AÓ AÓ AÓ 607 Aï Aï 608 AÑ Aò Aì Aì AÓ ?ù AÑ Aï 605 611 712712 709 o A ?û ?û AÐ !"c$ Martin County Indian River County Okeechobee County Fort PierceInletNorth C a use w a y S o uth C ause w ay H utchins o n Island So uth Koblegard Rd P e a c o c k Bl v d Johnston Rd Emerson Ave Indrio Rd Seminole Rd Johnston Rd Taylor Dairy Rd St. Lucie Blvd Keen Rd Juanita Ave Orange Ave Angle Rd 33rd St Jenkins Rd Hartman Rd S O c e a n Dr S O c e a n Dr Shinn Road Header Canal Rd O k e e c h o b e e R d Sneed Rd Ideal Holding Rd Oleander Ave Citrus Ave BayshoreBlvd St J a m e s D r Airoso Blvd B a y s h ore Blv d Floresta Dr Walton Rd Port St LucieBlvd Midport RdD el Rio Blv d California Blv d Blvd L u cie W e st In d ia n Riv e r L a g o o n TraditionPkwy St California Blvd Cashmere Blvd Carlton Rd Range Line Rd Glades Cut-off Rd Blu efield R d Becker Rd Gils o n R d Savona Blvd O k e e c h o b e e R d Orange Ave Kings Hwy Kings Hwy Edwards Rd Midway Rd N 25th St Port St Lucie Blvd Sunshine State Parkway S u n s h i n e S t a te P k w y C-24 Canal C-24 Canal C-23 Canal Villa g e P k w y Atla ntic O c e a n West Midway Rd C-23 Canal C-23 Canal C-25 Canal (Belcher Canal) C-24 Canal S 25th St Floresta Dr Gatlin Blvd Sunrise Blvd In dia n Riv er L a g o o n Prima Vista Blvd Avenue D Virginia Ave Savannah Club Blvd Angle Rd E. Torino Pkwy W. Torino Pkwy Reserve Blvd FPL Nuclear Power Plant : 0 1 2 3 4 Miles St. Lucie County,Florida Research & Education Park Aerial flown December, 2005Map prepared February 4, 2008 Page 59 of 346 Page 60 of 346 Document Date: February 5, 2020 Planning & Zoning Commission Planning Division Agenda Item Summary Applicant: 7-Eleven, Inc. Matt Ross 3200 Hackberry Road Irving, TX 75063 (239) 210-0455 mross@creightondev.com Property Owner: Indrio Retail Properties, LLC 2129 Via Fuentes Vero Beach, FL 32963 Project Location: Address TBD - Indrio Road Fort Pierce, FL 34951 Future Land Use: COM (Commercial) Existing Zoning: CN (Commercial, Neighborhood) Staff Recommendation: Forward a recommendation of ap-proval to the Board of County Commissioners to grant a Condi- tional Use Permit to allow a self- service car wash within the CN (Commercial Neighborhood) Zon- ing District. Project Planner: Kristopher McCrain Associate Planner Planning & Development Services Department (772) 462-1265 McCrainK@stlucieco.org 7-Eleven @ Indrio Road & Kings Highway Self-Service Car Wash Conditional Use Permit Project Description Petition of 7-Eleven, Inc., for a Con- ditional Use Permit allowing a self- service car wash to be located at the northwest corner of Indrio Road and Kings Highway within the CN Zoning District. Background: On June 7, 2019, the applicant, 7- Eleven Inc., submitted an application for a Minor Site Plan, along with three (3) Conditional Use Permit Ap- plications to the Planning and Devel- opment Services Department. The three (3) Conditional Use applica- tions include; a self-service car wash, the sale of beer and wine as an accessory use to the retail sale of food, and gasoline services as an accessory use to a retail food store. The proposed project consists of a 3,454 square foot convenience store, eight (8) fueling pumps (16 fueling stations), and a self-serve car wash. Public Comment Received: On February 5, 2020, thirty-three (33) public notices were sent to ad-jacent property owners within 500 feet of the subject parcel. Notice Requirements: Public hearing notice was placed in the St. Lucie News Tribune on Feb- ruary 7, 2020, letters were sent to all property owners located within 500 feet of the subject property, and a sign was placed on the property. Further details can be found in the staff report. Hearing Date February 20, 2020 Public notice has been provided to all property owners located within 500 feet of the subject parcel. Page 61 of 346 Planning and Development Services Department Planning Division M E M O R A N D U M TO:Planning and Zoning Commission THROUGH:Leslie Olson, AICP, Director Benjamin Balcer, Assistant Director FROM:Kristopher McCrain, Associate Planner DATE:February 11, 2020 SUBJECT:Conditional Use Permit – 7-Eleven @ Indrio Road & Kings Highway Self-Service Car Wash CU-6201925546 GENERAL INFORMATION: Applicant:7-Eleven, Inc. Matt Ross 3200 Hackberry Road Irving, TX 75063 Agent of Gunster Law Firm Record:Joshua I. Long, AICP 800 SE Monterey Commons Blvd. Stuart, FL 34996 Property Indrio Retail Properties LLC Owner(s):2129 Via Fuentes Vero Beach, FL 32963 Requested To allow a self-service car wash to be located at the northwest corner of Indrio Road Action:and Kings Highway. Proposed Use:Convenience Store with fuel sales and self-service car wash Location:Address TBD, Fort Pierce, FL 34951 Tax ID:1314-144-0000-000-0 Parcel Area:1.95 acres Future Land Use:COM (Commercial) Zoning District:CN (Commercial, Neighborhood) Page 62 of 346 Project Name: 7-Eleven at Indrio Road and Kings Highway File No.: CU-6201925546 (Self-Service Car Wash) 2 BACKGROUND: The subject property is located on the northwest corner of Indrio Road and Kings Highway (Address TBD – Indrio Road, Fort Pierce). The heavily vegetated 1.95-acre parcel is zoned Commercial Neighborhood (CN), with a Commercial (COM) Future Land Use Designation, and located within the Urban Service Boundary (USB). The parcel is located within the Airport Overlay Zone. On June 7, 2019, the applicant submitted three (3) Conditional Use Permits, in conjunction with a Minor Site Plan application to develop a 3,454 ft2 convenience store featuring eight (8) fueling pumps (16 fueling stations) with a covered canopy, beer & wine sales as an accessory use to retail food sales, and a single- car self-service car wash. The proposed 24-hour convenience store which is classified as a food store (SIC 5411), according to the Standard Industrial Classification Manual (SIC), is a permitted use in the Commercial Neighborhood (CN) Zoning District; self-service car washes (SIC 999), gasoline services - accessory to retail food stores (SIC 999), and the sale of alcoholic beverages (beer and wine only) as an accessory use to retail food sales (SIC 5921) require Conditional Use Permits within the Commercial Neighborhood (CN) Zoning District, pursuant to Land Development Code (LDC) Section 3.01.03(Q). EXISTING CONDITIONS: Figure 1.0 – Aerial Map & Existing Conditions Page 63 of 346 Project Name: 7-Eleven at Indrio Road and Kings Highway File No.: CU-6201925546 (Self-Service Car Wash) 3 CONDITIONAL USE PERMIT STANDARDS OF REVIEW AS SET FORTH IN SECTION 11.07.03, ST. LUCIE COUNTY LAND DEVELOPMENT CODE Pursuant to St. Lucie County Land Development Code (LDC) Section 11.07.03, the Development Review Committee (DRC) has reviewed the submitted Conditional Use Permit and found it to meet the technical requirements. In reviewing this application for the proposed Conditional Use Permit, the Planning and Zoning Commission shall consider and make the following determinations: A.Whether the proposed conditional use is in conflict with any applicable portions of the St. Lucie County Land Development Code and the Comprehensive Plan; Pursuant to LDC Section 3.01.03(Q)(7), self-service car wash requires a Conditional Use Permit within the Commercial Neighborhood (CN) Zoning District, and is subject to the provisions of LDC Section 7.10.22 – Car Washes, Self-Service. The proposed Conditional Use is in compliance with all requirements and standards of the LDC, and Code of Ordinances of St. Lucie County; the Conditional Use is in compliance with all additional standards imposed on it by the particular provisions of this Code authorizing such use. Land Development Code: According to LDC Section 3.01.03(Q), the subject property is located within the CN (Commercial Neighborhood) Zoning District, which is intended “…to provide and protect an environment suitable for limited retail trade and service activities covering a relatively small area and that is intended to serve the population living in surrounding neighborhoods..” Self-service car washes may be authorized as a Conditional Use within the CN (Commercial, Neighborhood) Zoning District, subject to the meeting the standards of review outlined in LDC Sections 11.07.00 and 7.10.22. The proposed self-service car wash includes a single enclosed drive-thru bay and a single vacuum. The car wash will be constructed on an 84,942 ft2 parcel, which meets the minimum 10,000 ft2 land area requirement, pursuant to LDC Section 7.04.01. According to LDC Section 7.10.24, Community Architectural Standards are required for all new development located within the Commercial Neighborhood Zoning District. In accordance with this requirement, the applicant submitted architectural elevations for the proposed development which have been reviewed by the County’s architectural consultant and are found to be in compliance with LDC Section 7.10.24. Figure 1.1 – Convenience Store Elevation Page 64 of 346 Project Name: 7-Eleven at Indrio Road and Kings Highway File No.: CU-6201925546 (Self-Service Car Wash) 4 Figure 1.2 - Car Wash Side Elevation (South) Figure 1.3 – Car Wash Front Elevation (East) Comprehensive Plan: The proposed Conditional Use is consistent with the general purpose, goals, and objectives of the St. Lucie County Comprehensive Plan. The site is zoned CN (Commercial, Neighborhood), consistent with the COM (Commercial) Future Land Use, per Table 1-3 Land Use Designation / Zoning Compatibility Matrix located in the Future Land Use Element of the St. Lucie County Comprehensive Plan. 20.5’ 20.5’ Page 65 of 346 Project Name: 7-Eleven at Indrio Road and Kings Highway File No.: CU-6201925546 (Self-Service Car Wash) 5 According to the St. Lucie County Comprehensive Plan, the Commercial (COM) Future Land Use designation is intended to “accommodate all commercial zoning districts as identified under St. Lucie County's Land Development Code. Office and general retail uses are considered the principal uses within the COM designated areas.” “Future commercial areas should be located at points of high transportation access, with specific action taken to prevent the development of new linear commercial strips.” “Although this plan supports the location of higher intensity commercial uses at the intersection of arterial roadways, it should not be interpreted to mean that every intersection should be designated for commercial activities. Unless otherwise designated on the future land use maps, applications for commercial use should be done in conjunction with a detailed review of the impacts of such development on adjacent property, specifically noting what, if any, negative neighborhood impacts could result from a map amendment.” The proposed Conditional Use Permit is in line with the following Comprehensive Plan Goals, Objectives, and Policies: Objective 1.1.9: Residential Areas. Property owners' investments, their quality of life and the single- family neighborhood, as a defined residential area, shall be protected from the encroachment of commercial and/or other inappropriate land uses through consistent and predictable application of the Land Development Code. Policy 1.1.9.4 - Limited development of commercial/non-residential uses, that are not located within a special area plan adopted within the Towns, Villages and Countryside Element, will be allowed within areas classified for residential use, provided that these activities are compatible with the adjacent land uses and meet the following standards: a.Intent of the commercial use is to provide easily accessible, convenience-type uses to immediately surrounding residents; c.Use is compatible with surrounding land uses and is provided with adequate screening and buffering of any adjacent residential property; Although the subject property is located within a commercial zoning district, the site is adjacent to a residential subdivision. The proposed uses and plan intend to provide easily accessible, convenience-type products to immediately surrounding residents, is compatible with surrounding land uses, and provides adequate screening and buffering of adjacent residential property. Objective 1.1.10: Commercial Areas. St. Lucie County shall provide for the establishment of commercial zoning districts where various types of commercial retail, including commercial uses for retail trade, office and service activities and general commercial uses for highway-oriented sales and services; light industrial service uses; and hotel uses may be permitted at intensities which are consistent and compatible with the surrounding community and the natural environment. Policy 1.1.10.2 - Require effective visual and light diffusion barriers between residential and non-residential uses. Standards and requirements for such barriers are to be included in the landscaping and screening regulations of the St. Lucie County Land Development Code. Within the required landscape buffer, an eight (8) foot tall masonry wall will be constructed along the full length of the property, in order to provide a solid barrier to between the neighboring residential properties and the subject site. This landscape buffer will be planted with a continuous hedge and native trees along the entire length of the wall, in accordance with LDC Section 7.09.04(E). In addition to the existing ten (10) foot utility easement, the proposed site plan includes a ten (10) foot required landscape buffer between the residential properties located to the west of the subject property. Policy 1.1.11.8 - Enforce the County's Land Development Code which require the developer of any site to be responsible for the on-site management of runoff in a manner so that post- Page 66 of 346 Project Name: 7-Eleven at Indrio Road and Kings Highway File No.: CU-6201925546 (Self-Service Car Wash) 6 development runoff rates, volumes, and pollutant loads do not exceed pre-development conditions. The drainage from this site will be discharged into the Fort Pierce Farms Water Control District (FPFWCD) Canal No. 4. All on-site stormwater conveyance will be routed to three (3) on-site detention ponds prior to discharging to the FPFWCD Canal No. 4. The site will be designed for proper on-site water management, run-off rates, and volumes, so as not to exceed the pre-development conditions. Objective 1.1.14: Level of Service. Pursuant to the Land Development Code, all development orders and permits for future development and redevelopment activities shall be issued only if public facilities necessary to meet level of service standards (which are adopted as part of the Capital Improvements Element of this plan) are or will be available concurrent with the impacts of the development. Policy 1.1.14.1 - The County shall maintain the level of service (LOS) standards for the following public facility types as required by Section 163.3180, F.S.: sanitary sewer, solid waste, drainage, and potable water. Additionally, the County shall maintain LOS for roads, and parks and recreation. The LOS standards are established in Capital Improvements Element for drainage, roadways, potable water, sanitary sewer, solid waste, park recreation, and schools. Goal 4A.1: Provide needed public utilities in a manner that results in the most effective, environmentally sound, safe and economic potable water systems consistent with present demand and future growth requirements and that promotes orderly, compact urban growth. Objective 4A.1.2 - The County shall implement procedures for ensuring that when a development permit is issued, pursuant to the then current Service Availability Report, adequate facility capacity is available or will be available to serve the development concurrent with the impacts, in order to meet the adopted LOS standards. Policy 4A1.2.6 - Development approved by the County Commission within the unincorporated area of the County requiring central potable water service will only be permitted when such development ties into existing potable water facilities of or makes provision for obtaining potable water service from the County Utility District, the Fort Pierce Utility Authority or the City of Port St. Lucie or other utility provider that has the consent of the County pursuant to Policy 4A.1.1.3 within their respective water utility service areas in accordance with the then in effect utility extension policy of the applicable potable water service provider. Objective 4A.1.4: The County shall take steps to insure that entities in the unincorporated County are adequately served, and in order to protect our drinking water shall investigate needs for waste disposal other than septic tanks and sewage systems. Goal 4D.1: The County shall provide needed public utilities in a manner which provides the most effective, environmentally sound, safe, and economic waste water treatment system and promotes orderly, compact urban growth. Policy 4D.1.1.5 - The County shall investigate alternate methods of waste disposal other than septic tanks. Objective 4D.1.5: The County shall provide for the coordination of the extension or increase in the capacity of existing facilities as well as the provision of new facilities to meet future needs through development and adoption of a Sanitary Sewer Master Plan. Prior to the completion of the Master Plan, residential development in excess of two units per acre and all other development shall not be permitted if it is intended to be served by on-site septic systems. Policy 4D.2.2.2 - The cost of all new sanitary sewer infrastructure and collection systems shall be borne by those who directly benefit from the improved facilities. Page 67 of 346 Project Name: 7-Eleven at Indrio Road and Kings Highway File No.: CU-6201925546 (Self-Service Car Wash) 7 Goal 10.6: Improve infrastructure linkages throughout St. Lucie County. Policy 10.6.1.2 - Improve and expand the water and sewer system to allow for adequate capacity for future economic growth. The applicant is working with the St. Lucie County Utilities Department, in order to extend the current wastewater utilities located approximately +/-1,250 feet north of the subject site. St. Lucie County is currently in the design phase for this extension which will be brought within five (5) feet of the subject property. The extension of wastewater utilities to the site will allow for proper disposal of the wastewater created by the carwash and restroom facilities, as well as the future wastewater services for the vacant 1.30- acre parcel located adjacent to the subject parcel. This utilities extension will be contingent upon a Standard Development Agreement for the connection to water and wastewater, and will be a condition of approval outlined in the Minor Site Plan. B.Whether and the extent to which the proposed conditional use would have an adverse impact on nearby properties; Uses that are designated as a Conditional Use are generally compatible with the use characteristic of the zoning district, however require individual review of their location, design, intensity, configuration, and public facility impact, in order to determine the appropriateness on the particular site. The subject site is located at the Northwest corner of Kings Highway (SR713) and Indrio Road (SR614), two (2) arterial roadways, which encompass a variety of commercial uses. This major intersection is also along a critical evacuation route within St. Lucie County. The site is situated west of the Indrio Crossings Shopping Plaza, which consist of a variety of retail and commercial uses, and east of Lakewood Park, a residential single-family subdivision. The Conditional Use Permit for a single-bay self-service car wash, with conditions proposed by staff, will not have an undue adverse effect upon the nearby properties or the existing commercial character of the neighborhood. Future Land Use and Zoning: As depicted in Figures 1.4 & 1.5 below, the car wash, and all related activities will be screened on the adjoining rear and side properties by an eight (8’) foot masonry wall. The constructed masonry wall will also be planted with a continuous native hedge at the base of both sides, and one shade tree will be planted every thirty (30) linear feet; at least 60% of the trees will be located on the outside of the wall, pursuant to LDC Section 7.10.22. All landscaping will be irrigated and maintained by the property owner or their successors. Location Zoning District Future Land Use Existing Land Use Subject Property CN (Commercial, Neighborhood)COM (Commercial)Vacant Land North CN (Commercial, Neighborhood)COM (Commercial)Vacant Land & Lakewood Park Subdivision South CN (Commercial, Neighborhood) TVC (Towns, Villages & Countryside) Rocket Fuel, Shopping Center, and Chevron Gas Station East CG (Commercial, General)COM (Commercial)Indrio Crossings Shopping Center Adjacent Parcels West RS-4 (Residential, Single-Family– 4du/ac) RU (Residential Urban)Lakewood Park Subdivision Page 68 of 346 Project Name: 7-Eleven at Indrio Road and Kings Highway File No.: CU-6201925546 (Self-Service Car Wash) 8 As illustrated in Figures 1.4 & 1.5 below, a layered buffer is proposed between the subject property and the adjacent residential dwellings located to the west. The convenience store will be constructed approximately forty-three (43’) feet from the west subject property line; a ten (10’) foot drainage and utility easement (Plat Book 10 Page 51) between the residential properties and the subject parcel also exists. The required minimum ten (10’) foot landscape buffer will include an eight (8’) foot masonry wall and enhanced with a continuous hedge and native trees along both sides of the wall, per LDC Section 7.09.04(E). Figure 1.4 – Convenience Store Buffer Separation Diagram Figure 1.5 – Car Wash Buffer Separation Diagram (Image has Rotated for True North) Page 69 of 346 Project Name: 7-Eleven at Indrio Road and Kings Highway File No.: CU-6201925546 (Self-Service Car Wash) 9 In addition to the proposed Conditional Use Permit for a self-service car wash, the applicant has petitioned for a Text Amendment to amend the St. Lucie County Land Development Code, to provide a provision for the Board of County Commissioners to grant a waiver from the requirement of an eight (8) foot masonry wall between the car wash and adjacent property. The waiver would be based upon a determination that the adjacent property is zoned commercial and that the adjacent property owner consents to a waiver of the requirement of a wall. The applicant has provided a Wall Waiver Request Form, notarized by the adjacent property owner, consenting to the waiving the required eight (8’) foot masonry wall between the proposed car wash and the adjacent commercial zoned property to the north. Should the Board of County Commissioners approve the proposed Text Amendment to allow for a means to waive the wall, the required wall will be removed prior to Minor Site Plan approval. The submitted photometric and lighting plan demonstrates all on-site lighting fixtures will be installed so adjacent properties are not illuminated. In addition, the Board of County Commissioners may also consider reasonable limitations on the car wash operations, including but not limited, the hours of business operation and the necessity for manned attendance during those business operation hours. In order to comply with the county’s noise ordinance requirements, the car wash operations should be limited between the hours of 7:00 a.m. and 10:00 p.m., unless the applicant can further demonstrate that the drying unit will not exceed the sound level limits, per the St. Lucie County Code of Ordinances Section 28- 110 C.Whether and the extent to which the proposed conditional use would be served by adequate public facilities and services, including roads, police protection, solid waste disposal, water, sewer, drainage structures, parks, and mass transit; Water and Wastewater: The site is located within the St. Lucie County Urban Service Boundary. The site is connecting to St. Lucie County water and wastewater facilities. At this time, water services are available to the east of the subject parcel; the applicant is currently working with St. Lucie County Utilities to extend the existing wastewater service line located on Green Dolphin Street, approximately 1,250 feet north of the subject property. This extension will provide for capturing of the water produced by the activities occurring on-site, as well as the future wastewater services to be available at the vacant 1.30-acre parcel located adjacent to the subject parcel. Transportation System: The project Traffic Impact Study, prepared by Kimley-Horn, reports the project will generate approximately 3,601 average daily trips, with 2,773 trips (77%) captured from pass-by traffic. The report concluded an estimated 828 net-new trips daily, with 46 trips during the AM Peak Hour and 58 trips during the PM Peak Hour. According to the Florida Department of Transportation, the project scope for the Indrio Road and Kings Highway intersection improvements include: reconstructing the existing two-lane undivided Kings Highway with a newly constructed four‐lane divided roadway, relocating Canal No. 40 and Canal No. 32E to accommodate widening to the west, replacing existing culverts/swales and installing a closed drainage system and retention ponds, installing a new highway lighting system, and upgrading signalization with vehicle detection devices and ITS cameras. Features of the new roadway will include: a 30‐foot wide median with Type E Curb and Gutter (22‐foot-wide raised plus two four‐foot-wide paved inside shoulders), 6.5‐foot-wide outside shoulders which will also serve as buffered bicycle lanes, a 12‐foot-wide shared use path along the west side, and a 6‐foot-wide sidewalk along the east side. As depicted in Figure 1.6 below, the Kings Highway and Indrio Road intersection improvement project encompasses the widening of the existing two-lane Kings Highway & Indrio Road into a four-lane divided roadway, the construction of a 12-foot wide shared use pathway and six-foot wide sidewalk throughout, Page 70 of 346 Project Name: 7-Eleven at Indrio Road and Kings Highway File No.: CU-6201925546 (Self-Service Car Wash) 10 and drainage improvements, including the addition of new stormwater ponds, the relocation of approximately 1,900 feet of the Fort Pierce Farms Water Control District (FPFWCD) Canal #4, and the installation of approximately 1,300-feet of new box culverts. Figure 1.6 – FDOT Kings Hwy. & Indrio Rd. Intersection Improvement Project D.Whether and the extent to which the proposed conditional use has obtained from the St. Lucie County - Fort Pierce Fire Prevention Bureau written confirmation, or has otherwise demonstrated by substantial credible evidence, that water supply, evacuation facilities, and emergency access are satisfactory to provide adequate fire protection. The St. Lucie County Fire District has determined the Conditional Use meets the safety standards, including water supply, evacuation facilities, and emergency access for fire protection. Fire and Emergency Medical Services (EMS) access will be provided via Station #7 Lakewood Park located at 4900 Fort Pierce Boulevard (located approximately 0.4 miles east of the subject parcel). E.Whether and the extent to which the proposed conditional use would result in significant adverse impacts on the natural environment; Background: The Environmental Resources Department (ERD) is in receipt of the January 13, 2020 date-stamped submittal from Planning and Development Services requesting approval of a Minor Site Plan and three (3) Conditional Use permits. The applicant is proposing to construct a 3,454 ft2 convenience store with the sale of beer and wine, a free-standing fuel canopy consisting of eight (8) pumps, totaling sixteen (16) fueling stations, and a self-service car wash with associated paved parking, utility infrastructure, and drainage. The 1.95-acre parcel, zoned commercial neighborhood (CN), is located on the northwest corner of Kings Highway and Indrio Road, and is adjacent to single-family residential (RS-4) to the west and CN to the Page 71 of 346 Project Name: 7-Eleven at Indrio Road and Kings Highway File No.: CU-6201925546 (Self-Service Car Wash) 11 north. This site is currently vacant and heavily vegetated with numerous species of native trees meeting the mitigation threshold. Findings: Although the site is heavily vegetated with numerous species of native trees, such as slash pines, oaks, and cabbage palms, there was no evidence of wetlands, intact native upland habitat, or listed species observed during numerous site visits. ERD staff verified the accuracy of the submitted tree survey and found numerous native trees meeting the mitigation threshold outlined in LDC 6.00.05.D. Specifically, fifty-nine (59) sabal palms measuring ten plus (10+) ft. clear trunk, four (4) slash pine trees (equaling 85” diameter at breast height [DBH]) and thirteen (13) oak trees (equaling 267” DBH) totaling 352” DBH to be removed for a total of 704” DBH of required mitigation at the required 2:1 ratio. Mitigation will be met via fee in lieu of $200.00 per sabal palm ($11,800.00) and $200.00/inch of required canopy tree mitigation ($140,800.00) for a total of $152,600.00. A final revised landscape plan, submitted January 13, 2020 by Kimley Horn, was reviewed by ERD staff and found to be consistent with both the Land Development Code (LDC) and Comprehensive Plan. The landscape plan included the required eight (8) ft. masonry wall screening the use and the car wash in accordance with LDC 7.10.22.C from the adjacent residential and commercial properties to the west and north, respectively, and accompanying required landscaping. Recommendation: ERD supports approval of the Minor Site Plan and three (3) Conditional Use permits with the conditions outlined below. Conditions of Approval: 1.Prior to issuance of a vegetation removal permit or exemption, the applicant shall provide the required $152,600.00 fee in lieu for tree mitigation requirements as detailed on the approved landscape and tree mitigation plans. 2.Prior to issuance of a Certificate of Occupancy, all Category I listed invasive plant species shall be eradicated from the site, pursuant to Land Development Code Section 7.09.05. NEIGHBORHOOD MEETING: On August 27, 2019 a neighborhood meeting was held by the applicant. Notices for this meeting were sent to all property owners within 500-feet of the subject property. The following project representatives and staff were in attendance: Matthew Gillespie, from Kimley-Horn & Associates, Matt Ross, from Creighton Commercial Development, Josh Long and Robert Raynes from Gunster Law Firm, and Kris McCrain and Linda Pendarvis from St. Lucie County’s Planning and Development Services Department. The purpose of the neighborhood meeting was to notify property owners of the proposed development, and to allow the public to review the proposed site plan and provide feedback. The discussions from this meeting included security, drainage out-fall and potential flooding run-off onto residential properties, traffic, landscape buffer design and setbacks, possible light spillover onto residential properties, and future access for Florida Power & Light (FP&L) via the existing ten (10) foot utility easement located between the subject parcel and residential properties. A comprehensive synopsis of the discussions from the neighborhood meeting was compiled by the applicant and can be found in the agenda packet. STAFF RECOMMENDATION: Staff finds the Conditional Use Permit to meet the standards of review set forth in Section 11.07.03 of the St. Lucie County Land Development Code, and is not in conflict with the goals, objectives, and policies of the St. Lucie County Comprehensive Plan. Staff recommends the Planning and Zoning Commission forward this Page 72 of 346 Project Name: 7-Eleven at Indrio Road and Kings Highway File No.: CU-6201925546 (Self-Service Car Wash) 12 petition to the Board of County Commissioners with a recommendation of approval, subject to the following conditions of approval. CONDITIONS OF APPROVAL: 1.Outdoor speaker systems shall comply with the St. Lucie County noise ordinance at all times. 2.The car was operations should be limited between the hours of 7:00 a.m. and 10:00 p.m., unless the applicant demonstrates that the washing and drying systems will not exceed the sound level limits, per the St. Lucie County Code of Ordinances Section 28-110. 3.Prior to issuance of a vegetation removal permit or exemption, the applicant shall provide the required $152,600.00 fee in lieu for tree mitigation requirements as detailed on the approved landscape and tree mitigation plans. 4.Prior to issuance of a Certificate of Occupancy, all Category I listed invasive plant species shall be eradicated from the site, pursuant to Land Development Code Section 7.09.05. Page 73 of 346 Project Name: 7-Eleven at Indrio Road and Kings Highway File No.: CU-6201925546 (Self-Service Car Wash) 13 SUGGESTED MOTIONS: MOTION TO APPROVE AFTER CONSIDERING THE TESTIMONY PRESENTED DURING THE PUBLIC HEARING, INCLUDING STAFF COMMENTS, AND THE STANDARDS OF REVIEW AS SET FORTH IN SECTION 11.07.03 AND 7.10.22, ST. LUCIE COUNTY LAND DEVELOPMENT CODE, I HEREBY MOVE THAT THE PLANNING AND ZONING COMMISSION RECOMMEND THE ST. LUCIE COUNTY BOARD OF COUNTY COMMISSIONERS GRANT APPROVAL TO THE CONDITIONAL USE PERMIT FOR 7-ELEVEN AT INDRIO ROAD AND KINGS HIGHWAY TO ALLOW FOR A SELF-SERVICE CAR WASH WITHIN THE CN (COMMERCIAL NEIGHBORHOOD) ZONING DISTRICT, WITH CONDITIONS RECOMMENDED BY STAFF BECAUSE..... [CITE REASONS WHY - PLEASE BE SPECIFIC]. MOTION TO DENY AFTER CONSIDERING THE TESTIMONY PRESENTED DURING THE PUBLIC HEARING, INCLUDING STAFF COMMENTS, AND THE STANDARDS OF REVIEW AS SET FORTH IN SECTION 11.07.03 AND 7.10.22, ST. LUCIE COUNTY LAND DEVELOPMENT CODE, I HEREBY MOVE THAT THE PLANNING AND ZONING COMMISSION RECOMMEND THAT THE ST. LUCIE COUNTY BOARD OF COUNTY COMMISSIONERS DENY THE CONDITIONAL USE PERMIT FOR 7-ELEVEN AT INDRIO ROAD AND KINGS HIGHWAY TO ALLOW FOR A SELF-SERVICE CAR WASH WITHIN THE CN (COMMERCIAL NEIGHBORHOOD) ZONING DISTRICT, WITH CONDITIONS RECOMMENDED BY STAFF BECAUSE...... [CITE REASONS WHY - PLEASE BE SPECIFIC]. Page 74 of 346 Page 1 Resolution No.: 2020-XXX April 7, 2020 File No.: CU-6201925546 RESOLUTION 2020-XXX File No.: CU-6201925546 A RESOLUTION OF THE BOARD OF COUNTY COMMISSIONERS OF ST. LUCIE COUNTY, GRANTING A CONDITIONAL USE PERMIT TO ALLOW A CAR WASH (SELF-SERVICE ONLY) WITHIN THE CN (COMMERCIAL, NEIGHBORHOOD) ZONING DISTRICT FOR A PARCEL LOCATED AT THE NORTHWEST CORNER OF INDRIO ROAD AND KINGS HIGHWAY IN ST. LUCIE COUNTY, FLORIDA WHEREAS, the Board of County Commissioners of St. Lucie County, Florida, based on the testimony and evidence, including but not limited to the staff report, has made the following determinations: 1.7-Eleven,, Inc., presented a petition for a Conditional Use Permit to allow a car wash (self-service only) within the CN (Commercial, Neighborhood) Zoning District, for the property located at the northwest corner of Indrio Road and Kings Highway, as described in Part “B” below and depicted in Exhibit “A”. 2.On February 20, 2020, the Planning and Zoning Commission held a public hearing on the petition, after publishing notice at least 10 days prior to the hearing and notifying by mail all owners of property within 500 feet of the subject property, and recommended that the Board of County Commissioners approve/deny this Conditional Use Permit. 3.On April 7, 2020, the St. Lucie Board of County Commissioners held a public hearing on this petition, after publishing a notice of such hearing and notifying by mail all owners of property within 500 feet of the subject property. 4.The proposed Conditional Use is consistent with the goals, objectives, and policies of the St. Lucie County Comprehensive Plan and has satisfied the requirements of Section 11.07.03 of the St. Lucie County Land Development Code. 5.The proposed Conditional Use will not have an undue adverse effect on adjacent property, the character of the neighborhood, traffic conditions, parking, utility facilities, or other matters affecting the public health, safety, and general welfare. 6.A Certificate of Capacity as required under Chapter V, St. Lucie County Land Development Code, a copy of which is attached to this Resolution, was granted by the Planning and Development Services Director on XXXXX XX, 2020. 7.Section 11.07.5(B) of the St. Lucie County Land Development Code requires all applications for Conditional Use Permit approval include a full site plan if the proposed use or development activity meets the submission requirements of Section 11.02.02 of the St. Lucie County Land Development Code. NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF COUNTY COMMISSIONERS OF ST. LUCIE COUNTY, FLORIDA: A.Pursuant to Section 11.07.03 of the St. Lucie County Land Development Code, the Conditional Use for 7-Eleven @ Indrio Road & Kings Highway to allow a car wash Page 75 of 346 Page 2 Resolution No.: 2020-XXX April 7, 2020 File No.: CU-6201925546 (self-service only) within the CN (Commercial, Neighborhood) Zoning District is hereby approved/denied for the property described in Part “B”, subject to the following conditions: 1. 2. 3. B.The property on which this Conditional Use Permit is being granted is described as follows: 14 34 39 E 1/2 OF SE 1/4 OF SE 1/4 OF NE 1/4-USS S 50 FT AND LESS E 80 FT AND LESS N 225 FT AND LESS ADDL RD R/W MPDAF: FROM E 1/4 COR OF SEC, TH N 89 52 34 W 79.82 FT, TH N 00 07 26 E 50 FT TO POB; TH N 89 52 34 W 257.65 FT, TH N 00 1 8 27 E 60 FT, TH S 89 52 34 E 232.50 FT, TH N 45 25 52 E 35.55 FT TO WLY R/W LI OF CANAL NO. 4, TH S 00 19 56 W ALG R/W LI 85 FT TO POB- (1.95 AC - 84,942 SF) (OR 3036-2167) Parcel ID Number:1314-144-0000-000/0 Property Address:TBD – Indrio Road, Fort Pierce, FL 34951 C.The approvals and authorizations granted by this Resolution are for the purpose of obtaining a Building Permit or Zoning Compliance from St. Lucie County, and are not assigned to any other party or institution. Should the applicant choose or decide to assign this business to another entity or individual, an adjustment to this Conditional Use Permit shall be required. D.Pursuant to Section 11.07.05(I) of the St. Lucie County Land Development Code, a Conditional Use Permit shall be valid for the purposes of securing a Building Permit or Certificate of Zoning Compliance for twelve (12) months from the date of this approval, unless a Building Permit or Certificate of Zoning Compliance is secured within twelve (12) months, and construction subsequently undertaken pursuant to such Building Permit, the Conditional Use Permit shall automatically expire unless the permit is extended upon application to the Board of County Commissioners. E.Pursuant to Section 11.07.05(F) of the St. Lucie County Land Development Code, time limitations imposed on a Conditional Use Permit by Section 11.07.05(I) may be extended by the Board of County Commissioners not more than one (1) time, and for not more than twenty-four (24) months, upon application by the applicant and after a public hearing held in accordance with Section 11.00.04. F.The St. Lucie County Planning and Development Services Director is hereby authorized and directed to cause the notation of this Resolution to be made on the Official Zoning Map of St. Lucie County, Florida, and to make notation of reference to the date of adoption of this Resolution. G.The developer is advised as part of this Conditional Use Permit approval for 7-Eleven, Inc., including any successors in interest, the developer shall obtain all applicable development permits and construction authorizations from the appropriate state and federal and local regulatory agencies including, but not limited to, the United States Page 76 of 346 Page 3 Resolution No.: 2020-XXX April 7, 2020 File No.: CU-6201925546 Army Corps of Engineers, the Florida Department of Environmental Protection, and South Florida Water Management District, and the St. Lucie County Environmental Resources and Building Departments prior to the commencement of any development activities on the property described in Part B. Issuance of this permit by the County does not in any way create any rights on the part of the developer to obtain a permit from a state or federal agency and does not create any liability on the part of the County for issuance of this permit if the developer fails to obtain requisite approvals or fulfill the obligations imposed by a state or federal agency or undertake actions that may result in a violation of state or federal law. H.This Resolution shall be recorded in the Public Records of St. Lucie County. After motion and second, the vote on this resolution was as follows: Commissioner Cathy Townsend, Chair XXX Commissioner Chris Dzadovsky, Vice Chair XXX Commissioner Linda Bartz XXX Commissioner Sean Mitchell XXX Commissioner Frannie Hutchinson XXX PASSED AND DULY ADOPTED this _______ day of _________________, 2020. BOARD OF COUNTY COMMISSIONERS ST. LUCIE COUNTY, FLORIDA _______________________________ BY CHAIR ATTEST:APPROVED AS TO FORM AND CORRECTNESS: ___________________________________________________ DEPUTY CLERK COUNTY ATTORNEY Page 77 of 346 Page 4 Resolution No.: 2020-XXX April 7, 2020 File No.: CU-6201925546 EXHIBIT “A” (Site Location Map) Page 78 of 346 Page 5 Resolution No.: 2020-XXX April 7, 2020 File No.: CU-6201925546 EXHIBIT “B” (Certificate of Capacity) Page 79 of 346 SUGGESTED MOTIONS: MOTION TO APPROVE AFTER CONSIDERING THE TESTIMONY PRESENTED DURING THE PUBLIC HEARING, INCLUDING STAFF COMMENTS, AND THE STANDARDS OF REVIEW AS SET FORTH IN SECTION 11.07.03 AND 7.10.22, ST. LUCIE COUNTY LAND DEVELOPMENT CODE, I HEREBY MOVE THAT THE PLANNING AND ZONING COMMISSION RECOMMEND THE ST. LUCIE COUNTY BOARD OF COUNTY COMMISSIONERS GRANT APPROVAL TO THE CONDITIONAL USE PERMIT FOR 7-ELEVEN AT INDRIO ROAD AND KINGS HIGHWAY TO ALLOW FOR A SELF-SERVICE CAR WASH WITHIN THE CN (COMMERCIAL NEIGHBORHOOD) ZONING DISTRICT, WITH CONDITIONS RECOMMENDED BY STAFF BECAUSE..... [CITE REASONS WHY - PLEASE BE SPECIFIC]. MOTION TO DENY AFTER CONSIDERING THE TESTIMONY PRESENTED DURING THE PUBLIC HEARING, INCLUDING STAFF COMMENTS, AND THE STANDARDS OF REVIEW AS SET FORTH IN SECTION 11.07.03 AND 7.10.22, ST. LUCIE COUNTY LAND DEVELOPMENT CODE, I HEREBY MOVE THAT THE PLANNING AND ZONING COMMISSION RECOMMEND THAT THE ST. LUCIE COUNTY BOARD OF COUNTY COMMISSIONERS DENY THE CONDITIONAL USE PERMIT FOR 7-ELEVEN AT INDRIO ROAD AND KINGS HIGHWAY TO ALLOW FOR A SELF-SERVICE CAR WASH WITHIN THE CN (COMMERCIAL NEIGHBORHOOD) ZONING DISTRICT, WITH CONDITIONS RECOMMENDED BY STAFF BECAUSE...... [CITE REASONS WHY - PLEASE BE SPECIFIC]. Page 80 of 346 D P U 2 3 1 S0 0 ° 1 8 ' 1 6 " W 30 4 . 1 0 ' S89°36'34"E257.25' INDRIO ROAD NO R T H K I N G S H I G H W A Y (T U R N P I K E F E E D E R R O A D ) CA N A L N O . 4 N45 ° 2 5 ' 5 2 " E 35.5 5 ' N89°52'34"W232.46' N0 0 ° 2 2 ' 2 6 " E 3 3 0 . 3 0 ' 42 5 4 10 C-STORE 3,454 SF HEIGHT: 35 FT CAR WASH 980 SF FUEL CANOPY HEIGHT: 17.5 FT 8 © NORTH PROVIDED PARKING: SITE DATA: IMPERVIOUS CALCULATIONS PROPOSED BUILDING COVERAGE: PROPOSED 7- E L E V E N # 3 8 9 4 4 FO R T P I E R C E SI T E P L A N C4.0 LANDSCAPE BUFFERS REQUIRED BUILDING SETBACKS REQUIRED REQUIRED PARKING (PER ITE PARKING GENERATION MANUAL 5TH EDITION – LAND USE 945: © Page 81 of 346 ECBBB MH: 14.5 EWS3 A7 MH: 12 SC3D1 MH: 6 SC3D1 MH: 6 SC3D1 MH: 20 SC3D1 MH: 20 D3G3D1 MH: 20 SC3D1 MH: 6 SC3D1 MH: 20 D3C3D1 MH: 20 SG3D1 MH: 20 SC3D1 MH: 20 8ft Batten MH: 12 8ft Batten MH: 12 8ft Batten MH: 12 8ft Batten MH: 12 4ft batten MH: 12 EM MH: 12 EWS3 A7 MH: 12 EWS3 A7 MH: 12 EWS3 A7 MH: 12 EWS3 A7 MH: 12 EM MH: 12 EWS3 D3 MH: 12 EWS3 D3 MH: 12 EWS3 E3 MH: 12 EWS3 E3 MH: 12 D3G3D1 MH: 20 D3G3D1 MH: 20 EWS3 C7 MH: 12 EWS3 C7 MH: 12 D3G3D1 MH: 20 SG3D1 MH: 20 D P U 2 3 1 7- E L E V E N # 3 8 9 4 4 FO R T P I E R C E PR E P A R E D F O R CL I E N T LA N D S C A P E P L A N L1.00 © ST A T E O F REGISTERE D L A N DSCAPE A R C H I T ECT FLORIDA MATTH E W T AYLOR F R A NKO LA 6 6 6 7 2 9 2 NORTH Page 82 of 346 Page 83 of 346 Page 84 of 346 Page 85 of 346 Page 86 of 346 ,----...__ / ' ' B \ \ . / ''-.____.,../ 1 = l 6'·0", 35•.11 ¾" 20 GA PREFINISHED METAL---� PARAPET CAP ----........, j �w-�-m = \, 1�8' �-� FRIEZE/MEDALLION -.,:,, MANSARD ROOF --------JR 4" EIFS ARCH TRIM PROFILE 8" FLAT HIGH IMPACT -......_ EIFS BANDING --.._ __ HIGH IMPACT EIFS -----...... WATER TABLE -...."-..... BOLLARD -------..'""-. '\ T,0. FINISH FLOOR o· (Q1\ CAR WASH FRONT ELE\/! A TIOI\J ' J l'( '.::.LL· i/1C''."=·]'-' \,_/ __ ,,_;' . "/ ' -u /.,--------, ( I \ \T) � T.0. PAf/J\PET FRA \tlNG 1B'-8" ( sr., )--- 3'·4'' [ ST-1 ��-- � T.0. FI NISH Fl.OCR o·· (o 3;CAR WASH REJ.l"R MUELLER URETHANE GATES PER MATERIAL SCHEDULE SHEET A3.0-PAINTED P-3 "'""'· 7'-4' "I' -T.0.M ,_, (---1�')--...... �:r/ ,,, e•��I�� i2�2���:I(�� -.,,, PAINTED (P-6) ' -� l.(J. DLMPSTER SI.AB REF . 81\/IL S.S HANDLE -\ \ ELEVATION /---------- ,,, ') \ ' I ' \ � / '-,/ (05 1DUMPSTER FRONT ELEV A TION1 I �C' E· </1'·-1• ,·," , _______ ./ � /-\L , u'/ t) -L, ! I 00 �. i. ST-3 J � I �J "' .:- _I YliJ-1 I .... --·'·-l�� -�-. '--''. ,---·;_�- (og")FUELING CANOPY \. ______ / SC.t.c_E· �/16"-'1 -0" SHORT /-------,\;' L. \_�/ 6'-0" //./" �\ ' I \ /, _____ / ! -----@TI 4--7ST-2J I [sr.1) �:E.·�. -' \ ' ) ' / T -�✓ 3!.id{/ _,---------20 GA PREFINISHED METAL // PARAPET CAP ___ _ .....--,---FRIEZE/MEDALLION ,_.,..- ,,---MANSARD ROOF /// 8"x2' EIFS BANDING 4" EIFS ARCH TRIM PROFILE _,,-.,--:•;:S��g;��MPACT _,.,---HIGH IMPACT EIFS _....,._,.,.._,,,-WATER TABLE _,,..,., .--",-BOLLARD 20 GA CAP FLASHING, GC SUPPLIED � ,, B ,, \ I ,....,__/ 7'-4" T.0.M T.O. DUMPSTER SLAB REF. CIVIL /-�.....,_ ! 1 \ I . ' I\'1 _/ 23'A" j 3'·3¾" 10'·0" 23'A" � ,( / I ST-3""'c· ----.c .ST-2}----------,, ( ST-1 , � [l\ffRAJ\lF 10'-0>/ /--------( r;i \\ L I ' "'-----__,./ I �--20 GA. PREFINISHED _-METAL PARAPET CAP T.O. PARAPET FRAMING 11 .. "·s· V ,-��-BACK-LIT FASCIA SIGN BY SIGN CONTRACTOR; UNDER SEPARATE PERMIT 8''x2" EIFS BANDING HIGH IMPACT EIFS WATER TABLE T.0. FINl3H FLOCR 1� o· ._,.,' (02\CAR WA.SH L.EF T ELEVATION \ ··. ! c,-,L, -·16"-'' c,' '........_/ _,_., '-j/ , -I "-, / ,.., \ I\ /�,' '-I 20 GA. PREFINISHED METAL --...... PARAPET CAP SIGN CONTRACTOR: UNDER --..� / BACK-LIT FASCIA SIGN BY -._ ;c·= SEPARATE PERMIT 'i I 8"x2" EIFS BANDING HIGH IMPACT EIFS WATER TABLE E'<I-,. (04\RIGHT ELEVATION\ J ,.,._,, '·1·· 1· ,,,, ' � ' '-. _,,../ .=,, ___ '--\_=-.J/ b � -,,.,, ,,,-� ...... ' I i ) \ I_ ' "-20 GA CAP FLASHING, -, GC SUPPLIED \ \ /,,---..,_\ 1 I i \, __________ .,/ :9 , ST-2 = � I I sr.2 j ·-I ST·1J /,..---..._'.., ! \ / '-� T.0. PARAP!:T FRArv'ING <It,, n '""' ... / ' T.O. FlNISHF_QQ,:.. ,J" � 7 _,,. (]I. T.O,M �j T.D. DUMPSTER SLAB ,ri REF CIVIL (oe\iDUMPSTER LEFT ELEV fl\ TION \ ' C:J'/1.] F F,''-' _r," (Q?JDUMPSl""ER RE/.l\R ELEVATION ...... _____ / -'-·�, --· --" \..._ _ _,,,,/ SC:\,_[: 3/1b'-l ,.· ' ------ EXTERIOR MATERIALS SCHEDULE w IFINISH CODE MATERIAL MANUFACTURER-COLOR ST· 1 PAINTED STUCCO ! SHERWIN WILLIAMS BALANCED BEIGE SW 7037 ST·2 ST·3 p.3 P·6 MR·1 C-1 ,,-...._ ( ' / E I \ / PAINTED STUCCO SHERWIN WILLIAMS· AESTHETIC WHITE· SW 7035 PAINTED STUCCO SHERWIN WILLIAMS. PURE WHITE· SW 7005 EXTERIOR HOLLOW METAL DOORS, FRAMES, SHERWIN WILLIAMS SEAL SKIN -SW 7675TRASH ENCLOSURE GATE, GRAVEL GUARDS AND LIGHT POLES EXTERIOR BOLLARDS SHERWIN WILLIAMS SEAL SKIN -SW 7675 METAL STANDING SEAM MATCH SW 7675 PREFINISHED ALUMINUM CANOPY MATCH SW 7675 ARCHITECTURAL ELEMENTS ST. LUCIE COUNTY ARCHITECTURALISTANDARDSST. LUCIE COUNTY LAND DEVELOPMENT CODE SECTION 7.10.24-COMMERCIAL:TOTAL 6 ELEMENTS REQUIRED. 6 PROVIDED ONE STORY BUILDING BUILDING DESIGN STANDARDS -COMMERCIAL: TOTAL 6 ELEMENTS REQUIRED, 6 PROVIDED 1. 2 3.',-----• 4. 5. 6. STANDING SEAM METAL ROOF SQUARE COLUMNS ARCADE/LOGGIA CANOPY ARCHES FRIEZE/MEDALLION ,,,.�, I -' \ ; /\ I \ ' ' / '----..,.... '20 GA CAP FLASHING _ ,_/ GC SUPPLIED \ I 7'-4" (-• TO.M .. ) ' T.0. DUMPSTER SL.AB REF Cl'v'IL I I (oS!DU�vtPSTER ELEVATION ' ( '-..___/ 'i-2:? ! llil. ··-·· . ..,�------,-------�--�----�-------- -"- I J t,,,... 4i I P-6 J !1-0\FUE!_lf\lG CJ\NOPY \ / SC:A.L::· 15"=·1 -G"..._ __ .,/ LONG NOT FOR CONSTRUCTION Planning & Development Ser,i,ces OCT 2 S 2019 RECEIVED 1 . � I j . • " . u ! S • • " i J � � I 5 ; , i I i I I I • i I•I • ' " • u " .u ' i� I 'I"I 'fi: • ,p ". " I � � I s I : � "' z � u I I UJ "' "" z ,_ &l � 0 a::n. �s::r-�. C C >� o,-C <t'.'.� 00 <�-<t:JM 0--.0--, $_ �I I • il.J..,J ,-,-� J O.µ., '° '° � ·�</l '°'° . c; 0 � �" :... _g ---� � E 0.. r---r---:a ,r,1ijoo�8 N r::: s::r-s::r-� .§ �o '--''--' .§ 0..0.. � C: . 1-N Cl)� z� Oii5 U o-<i: Z o� Cl:'. 0, Qo� 1-z"'::5 _,-,-en�....... -_,e.9w _J LL -w (.) 0::: w -a_ I-0::: 0 LL I z w LL > ui w u Cl:'. _J LU (l_ w I-I Cl:'. r--0 LL �� �§ �� l\� VJ \,.___ 6) � � ·51i . .::: � rii�M �j Cl) z 0 -I- w _J w c:::: 0 0::: w � I-E >< tlJ w ,-�-I I i i" " "N z ©,_ N 0 0 mUJ " � 0 m otl, ;;;a "' �� UJ � 0 S<:@ UJ -u�,_ � UJ ;§ 0 0 A203 Page 87 of 346 Aerial Map Ad Map Page 88 of 346 Location Map Future Land Use Map Page 89 of 346 Zoning Map Page 90 of 346 Page 91 of 346 Page 92 of 346 Page 93 of 346 Page 94 of 346 Page 95 of 346 Page 96 of 346 Page 97 of 346 Page 98 of 346 Page 99 of 346 Page 100 of 346 Page 101 of 346 Page 102 of 346 Page 103 of 346 Page 104 of 346 Page 105 of 346 LAND DEVELOPMENT CODE SECTION 3.01.03 Q. CN COMMERCIAL, NEIGHBORHOOD. 1. Purpose. The purpose of this district is to provide and protect an environment suitable for limited retail trade and service activities covering a relatively small area and that is intended to serve the population living in surrounding neighborhoods. The number in "( )" following each identified use corresponds to the SIC code reference described in Section 3.01.02(B). The number 999 applies to a use not defined under the SIC code but may be further defined in Section 2.00.00 of this code. 2. Permitted Uses: a. Beauty and barber services. (723/724) b. Membership organizations subject to the provisions of Section 7.10.31. (86) c. Depository institutions. (60) d. Laundering and dry cleaning (self service). (7215) e. Real estate. (65) f. Repair services: (1) Electrical repair. (762) (2) Shoe repairs. (725) (3) Watch, clock, jewelry, and musical instrument repair. (7631) g. Retail trade (each building shall be less than 6,000 square feet gross floor area, all uses inclusive): (1) Antiques. (5932) (2) Apparel and accessories. (56) (3) Books and stationery. (5942/5943) (4) Cameras and photographic supplies. (5946) (5) Drugs and proprietary. (5912) (6) Eating places. (5812) (7) Florists. (5992) (8) Food stores. (54) (9) Gifts, novelties, and souvenirs. (5947) (10) Hobby, toy and game shops. (5945) (11) Household appliances. (572) (12) Jewelry. (5944) (13) Newspapers and magazines. (5994) (14) Optical goods. (5995) (15) Nurseries, lawn and garden supplies. (526) (16) Radios, TV's, consumer electronics and music supplies. (573) (17) Sporting goods and bicycles. (5941) (18) Tobacco products. (5993) h. Video tape rental. (784) i. Low THC and medical marijuana dispensing facility. The facility may not be located within five hundred (500) feet of the real property that comprises a public or private elementary school, middle school, or secondary school. 3. Lot Size Requirements. Lot size requirements shall be in accordance with Section 7.04.00. 4. Dimensional Regulations. Dimensional requirements shall be in accordance with Section 7.04.00. 5. Off-street Parking and Loading Requirements. Off-street parking and loading requirements are subject to Section 7.06.00. 6. Landscaping Requirements. Landscaping requirements are subject to Section 7.09.00. Page 106 of 346 7. Conditional Uses: a. Car washes (self-service only) -subject to the provisions of Section 7.10.22. (999) b. Day care - adult. (8322) - child. (8351) c. Postal services. (4311) d. Retail trade: (1) Gasoline services - accessory to retail food stores under SIC-5411. (999) (2) Un-distilled alcoholic beverages accessory to retail sale of food. (5921-Except for liquor) e. Telecommunication towers - subject to the standards of Section 7.10.23. (999) 8. Accessory Uses. Accessory uses are subject to the requirements of Section 8.00.00 and include the following: a. Drinking places (un-distilled alcoholic beverages) accessory to an eating place. (999) b. One dwelling unit contained within the commercial building, for on-site security purposes. (999) Page 107 of 346 St. Lucie County Land Development Code Section 7.10.22 – Car Washes, Self-Service 7.10.22. - Car Washes, Self-Service. In the CN (Commercial, Neighborhood) Zoning District, self-service car washes may be authorized as a conditional use, subject to the meeting the standards of review set out in Section 11.07.00 and the following supplemental criteria: A. The car wash operation is considered to be a drive-through facility and is subject to the site plan submission requirements of Section 11.02.00. No application for conditional use will be considered complete until all minimum site plan criteria have determined to be met. B. The property on which the car wash is to be located shall be a minimum of ten thousand (10,000) square feet in size. C. The car wash, and all related activity areas shall be screened from all adjoining side and rear properties with an eight (8) masonry wall, or a wall constructed of similar materials. The wall shall be located a minimum of five (5) feet inside the side and rear property line. The wall shall be of similar composition, construction, and color and shall not include chain link fence, with or without slates or wooden screening materials. If any side property line is adjacent to any street right-of-way line, no screening wall will be required along that property line. The five (5) foot landscape buffer that is located on the outside of the masonry wall shall be landscaped with one (1) tree for every thirty (30) linear feet and with one (1) shrub or vine for every five (5) linear feet of wall length. At least five (5) feet of the area inside of the required wall along the side and rear property lines shall be landscaped with one (1) shrub or vine for every five (5) linear feet of wall length. All landscaping shall be irrigated in accord with the provisions of Section 7.09.03 of this Code. A strip of land at least fifteen (15) feet in depth shall be located between any abutting street right-of-way and the car wash, and its related activity areas, shall be landscaped to include one (1) tree for each thirty (30) linear feet of abutting right-of-way or major fraction thereof. In addition, a hedge, wall, or other durable landscaping barrier shall be placed along the interior perimeter of the landscaped strip. All landscaping shall be irrigated in accord with the provisions of Section 7.09.03 of this Code. D. No more than seven (7) car wash bays and seven (7) vacuum stations shall be allowed in any one (1) car wash facility. E. All car wash bays shall be enclosed on two (2) sides and covered by a permanent roof. F. All on-site lighting fixtures shall be directed so that adjacent properties are not illuminated. In addition to the above mandatory standards and the standards of review set forth in Section 11.07.00 of this Code, in considering any application for Conditional Use the Board of County Commissioners may also consider reasonable limitations on the cash wash operations, including but not limited, the hours of business operation and the necessity for manned attendance during those business operation hours. If limitations are imposed on the hours of operation, or if manned attendance is required or if any other special limitation is imposed, the Board shall expressly include in any approval Resolution or other form of Final Development Order the specific reasons that such limitations have been determined to be necessary. Page 108 of 346 kimley-horn.com 189 South Orange Avenue, Suite 1000, Orlando, Florida 32828 407 898 1511 May 20, 2019 Kristopher McCrain Associate Planner Planning & Development Services Planning Division St. Lucie County, Florida Re: 7-11 Convenience Store w/ Fueling Stations Northwest quadrant of N. Kings Highway & Indrio Road This Traffic Impact Study (TIS) has been prepared in support of the proposed Convenience Store with Fueling Station (shown in the attached concept plan), located in the northwest quadrant of the intersection of N Kings Highway & Indrio Road, in St. Lucie County, Florida. The proposed facility will consist of up to 3,500 square feet of convenience store and 16 fueling stations. Based on the St. Lucie County’s Development Review Committee (DRC) Final Report dated February 22, 2019, a Traffic Impact Statement is required. Trip generation potential for the proposed expansion is shown below in Table 1. Table 1: Trip Generation Comparison Trip generation and pass-by percentages for the proposed development were based on both the Institute of Transportation Engineers (ITE) Trip Generation Manual (v10) and FDOT’s Summary of 2011/12 Trip Generation Studies, October 2014, for Land Use Convenience Markets with Gasoline Pumps. The FDOT study collected information on 12 modern convenience markets with gas pumps throughout Florida in 2012. The full document is included in the Appendix. The study’s multi-variable trip generation equation was used to calculate the trip generation potential of the proposed development, which includes both gross floor area and fueling positions. An average pass-by rate of 77% was recommended by the FDOT from their findings in the 2012 study. This study was used to develop the trip generation potential for both Daily and PM Peak hour scenarios. Trip generation potential for the AM Peak hour was based upon ITE’s Trip Generation Manual (v10) (Land Use Code 945). Total In Out Total In Out Total In Out 3.500 KSF 16 FP 77%2,773 1,386 1,387 154 79 75 193 99 94 828 415 413 46 23 23 58 29 29 1FDOT Summary of 2011/12 Trip Generation Studies, October 2014 2ITE Trip Generation Manual (v10) 123 Pass-by Trips1 128251FDOT / ITE 200 102 98 Net New External Peak Hour Trips PM Peak Hour (trips)1 LUC Size UnitSource AM Peak Hour (trips)2Daily (trips)1 3,601 1,801 1,800 Land Use Description 945Convenience Markets with Gasoline Pumps Page 109 of 346 Page 2 kimley-horn.com 189 South Orange Avenue, Suite 1000, Orlando, Florida 32801 407 898 1511 The estimated total net-new external trips expected to be generated by the site is 828 daily two-way trips (415 entering, 413 exiting), 46 two-way trips during the AM Peak Hour (23 entering, 23 exiting) and 58 two-way trips (29 entering, 29 exiting) during the PM Peak Hour. If you have any questions or comments please let me know. Sincerely, KIMLEY-HORN AND ASSOCIATES, INC. Kenneth K. Siu, P.E. Page 110 of 346 C-STORE3,454 SF INDRIO ROAD (S.R. 614) N KINGS HIGHWAY (S.R. 713) LAKEWOOD PARK DRIVE SECONDARY SEPTICAREA PRIMARYSEPTIC AREA Page 111 of 346 S U M M A R Y O F 2 0 1 1 / 1 2 T R I P G E N E R A T I O N S T U D I E S O C T O B E R 2 0 1 4 F L O R I D A D E P A R T M E N T O F T R A N S P O R T A T I O N P A G E 6 Summary of Convenience Market with Gas Pumps Study Page 112 of 346 S U M M A R Y O F 2 0 1 1 / 1 2 T R I P G E N E R A T I O N S T U D I E S O C T O B E R 2 0 1 4 F L O R I D A D E P A R T M E N T O F T R A N S P O R T A T I O N P A G E 7 CONVENIENCE MARKETS WITH GAS PUMPS I n t r o d u c t i o n Over the last ten years, convenience markets with large numbers of fueling positions have become an emerging trend. Previous studies on convenience markets with gas pumps indicated that newer Florida developments may have trip generation characteristics different from those already included in ITE reports, specifically ITE Land Use (LU) 853: Convenience Market with Gas Pumps. To assess these differences, FDOT studied 12 modern convenience market with gas pumps sites throughout Florida in 2012. A v e r a g e T r i p G e n e r a t i o n R a t e s Similar to ITE, this study determined that both gross floor area (GFA) and the number of fueling positions (FP) were significant variables in estimating trip generation for convenience markets with gas pumps. A graphic depicting the gross floor area and fueling position variables is included below in Figure 1. Figure 1: Example of Gross Floor Area and Fueling Positions Average trip generation rates were calculated for both 1,000 square feet of GFA and FP during the weekday daily and PM peak hour of the adjacent street periods. The rates per 1,000 square feet of GFA were compared to ITE LU 853 - Convenience Market with Gas Pumps, which represents sites where the convenience market has more impact than the fueling positions. Similarly, the rates per FP were compared to ITE LU 945 - Gasoline/Service Station with Convenience Market, which represents sites where emphasis is placed on fueling over the convenience market. For comparative purposes, findings from similar research were obtained and a brief description of each study is provided below. The 1992 Trip Generation of Convenience Stores with Gas Pumps study prepared for FDOT was the first which considered the possibility of using multi-variable equations. All of the current ITE equations have only one independent variable, such as number of fueling positions or square footage of the convenience market. The 1992 analysis suggested an equation that uses both gross floor area and gas pumps to find the number of trips during the PM peak. The convenience stores were slightly smaller ranging from 700 – 3,600 square feet. However, the sites in their study did include up to 12 gas pumps Convenience Market Gross Floor Area (GFA) Fueling Positions (FP) (This figure shows 4 fueling positions) Page 113 of 346 S U M M A R Y O F 2 0 1 1 / 1 2 T R I P G E N E R A T I O N S T U D I E S O C T O B E R 2 0 1 4 F L O R I D A D E P A R T M E N T O F T R A N S P O R T A T I O N P A G E 8 (24 vehicle fueling positions), which is similar to the sites included in the FDOT 2012 study. Research findings indicated that the model had an adjusted R2 value of 0.904, which indicates a high level of correlation. In 2001, the ITE Journal published an article titled Trip Generation Characteristics for Convenience Stores that suggested the consideration of a new land use code due to different trip generation characteristics of modern stores. The authors began by noting the historical changes in the size of convenience stores and number of fueling positions. They claimed contemporary stores to be two or three times larger than traditional stores, as well as averaging about twice as many fueling positions. Their trip generation rates for ITE LU 853 Convenience Market with Gas Pumps were higher during the AM peak hour, significantly lower in the PM peak hour, and had higher pass-by rates than seen in Trip Generation 6th Edition. Their sites were located in the northeast, but otherwise had characteristics similar to the 2012 FDOT study with an average of 15 fueling positions and 5,070 square feet of gross floor area. The research described in the 2011 ITE Journal article and 2008 report Traffic Operational Impacts of Contemporary Multi-Pump Island Fueling Centers studied sites located in North Carolina and also indicated that new gas stations had different characteristics than traditional sites. However, instead of recommending new rates, they chose to focus on multi-variable regression analysis. They suggested that because modern facilities have so many more potential services to offer, traditional analyses can no longer estimate traffic impacts with only one variable. The ability to pay at the pump, presence of more fueling stations, car wash facilities, larger convenience markets, and fast-food restaurants are some examples of relatively new services. The study included 30 sites with a variety of characteristics, including four called “hybrid” which most closely resemble those FDOT chose to study in 2012. Due to a small sample size, their hybrid specific equation had a very low R2 value. The researchers recommended equations that incorporate average daily traffic (ADT), characteristics (hybrid, yes or no), and presence of a drive-through. The R2 values for the AM and PM peak equations were 0.591 and 0.558 respectively. A comparison of the results from this study to those found in previous research is provided in Table 1. Page 114 of 346 S U M M A R Y O F 2 0 1 1 / 1 2 T R I P G E N E R A T I O N S T U D I E S O C T O B E R 2 0 1 4 F L O R I D A D E P A R T M E N T O F T R A N S P O R T A T I O N P A G E 9 Table 1: Trip Generation Rate Comparisons for Convenience Markets with Gasoline Pumps F i n d i n g s The following observations were made from the above table:  A comparison of the FDOT study results with ITE LU 853 - Convenience Market with Gas Pumps using square footage as the independent variable shows weekday daily and PM peak rates significantly higher than the 9th Edition published ITE rates.  A comparison of the FDOT study with ITE LU 945 - Gasoline/Service Station with Convenience Market using Fueling Positions as the independent variable shows weekday daily and PM peak rates higher than the published 9th Edition ITE rates. It should be noted that much of the data included in ITE LU 853 - Convenience Market with Gas Pumps and ITE LU 945 - Gasoline/Service Station with Convenience Market was collected prior to 1995, and may not accurately represent the larger modern convenience markets with gas pumps included in this study. Since both GFA and FP were found to be significant independent variables in the study, and both have higher rates than those specified in ITE, it is reasonable to assume that a multi-variable equation could be formed from the study data to provide more accurate trip generation estimates than using either variable individually. M u l t i -V a r i a b l e E q u a t i o n The multi-variable equation, which includes both GFA and FP, was found to estimate trips more accurately than using the variables independently. ITE currently only allows the use of single-variable Rate Rate ITE LU 853 - Convenience Market with Gas Pumps1 845.6 50.92 2012 FDOT Statewide Study 1141.59 +35%85.66 +68% 2011 ITE Journal Article2 -60.50 +19% 2001 ITE Journal Article3 -48.03 -6% 1992 UF Study4 -56.40 +11% Rate Rate ITE LU 945 - Gasoline/Service Station With Convenience Market1 162.78 13.51 2012 FDOT Statewide Study 233.7 +44%17.09 +26% 2011 ITE Journal Article2 -23.23 +72% 2001 ITE Journal Article3 -16.58 +23% 1992 UF Study4 -9.45 -30% 19th Edition Trip Generation Manual, ITE 2Traffic Operational Impacts of Contemporary Multi-Pump Island Fueling Centers, ITE Journal June 2011 3Trip Generation Characteristics for Convenience Stores, ITE Journal August 2001 4Trip Generation of Convenience Stores with Gas Pumps, Transportation Research Center UF February 1992 Rate per 1,000 ft² Gross Floor Area Rate per # of Fueling Positions Trip Generation Rate Source Sources: Trip Generation Rate Source % Difference from ITE LU 945 % Difference from ITE LU 853 % Difference from ITE LU 853 % Difference from ITE LU 945 - - Weekday Daily PM Peak Hour of Adjacent Street Weekday Daily PM Peak Hour of Adjacent Street - - - - Page 115 of 346 S U M M A R Y O F 2 0 1 1 / 1 2 T R I P G E N E R A T I O N S T U D I E S O C T O B E R 2 0 1 4 F L O R I D A D E P A R T M E N T O F T R A N S P O R T A T I O N P A G E 10 equations; however, due to the increasing types of uses present at these new developments (fast food, prepared food, other services), a more detailed, multi-variable analysis may be preferable in estimating trip generation. Table 2 shows the multi-variable equations for the weekday daily and PM peak hour periods. It should be noted that the R2 values for both equations are 0.88 or greater. R2 is described as a measure of correlation between two variables, expressed on a scale of 0 to +1. The closer to +1 that the R2 value is, the better the correlation is between variables (e.g. the more reliable that an estimation of trips will be using FP, 1000 square feet of GFA, or both). Table 2: Multi-Variable Trip Generation Rate Comparisons for Convenience Markets with Gasoline Pumps Analysis Period: Multi-Variable Equation: Weekday Daily Rate = 256.7 x (FP) - 144.5 x (kft2) Weekday PM Peak Hour of the Adjacent Street Rate = 12.3 x (FP) + 15.5 x (kft2) Where: FP = # of Fueling Positions kft² = Gross Floor Area (in thousands of square feet) R² = Measure of correlation between two variables, expressed on a scale of 0 to +1. The closer to +1 the R² is, the better the correlation between the variables. (e.g. the better the reliability that an estimation of trips is better using FP, GFA, or both) P a s s -B y T r i p s Data related to pass-by trips were also collected during the study. Pass-by trips are described as trips made as intermediate stops on the way from an origin to a primary trip destination without a route diversion. Pass-by trips are attracted from traffic passing the site on an adjacent street or roadway that offers direct access to the generator. It was determined that pass-by trips for the sites for this land use ranged from 65% to 84%, with an average rate of 78%. This rate is significantly higher than the average of 66% found in the ITE Trip Generation Handbook, 2nd Edition for LU 853: Convenience Market with Gas Pumps. However, the average rate for Florida sites included in the 2001 ITE Trip Generation Handbook is 76%. The consistency of this data suggests that future developments of this type could reasonably assume an average pass-by rate of 77% (devised from the average of 76% and 78% referenced above). Table 3 includes a comparison of pass-by trip percentages between the study and ITE. Table 3: Weekday PM Peak Hour Average Pass-By Percentage Comparisons R e c o m m e n d a t i o n s The significant number of studies of travel characteristics for the new convenience markets with gas pumps and the wide geographical spread of these studies in Florida likely represent the majority of new facilities that will be built in the future. With this in mind, the multi-variable equation and average pass-by trip percentage of 77% from the 2012 study may be the best to use in Florida for studying similar new proposed convenience markets with gas pumps. Data Source Number of Sites Average % Pass-By Trips 2012 FDOT Statewide Study 12 78% ITE LU 853, ITE Trip Generation Handbook, 2nd Ed. 15 66%-15% ITE LU 853, ITE Trip Generation Handbook, 2nd Ed. (Florida only)6 76%-3% % Difference from FDOT Study Page 116 of 346 Page 117 of 346 ST. LUCIE COUNTY INDRIO ROAD AND N KINGS HIGHWAY SURVEY DATE: 9/23/19 VICINITY MAP NOTES: LEGAL DESCRIPTION: CERTIFICATION: FLORIDA 34951 TREE TABLE Page 118 of 346 ST. LUCIE COUNTY INDRIO ROAD AND N KINGS HIGHWAY SURVEY DATE: 9/23/19 FLORIDA 34951 LEGEND Page 119 of 346 Environmental resources Final report TO:Kris McCrain, Planning & Development Services Department THROUGH:Jennifer L. McGee, Environmental Regulations Manager Amy E. Griffin, Environmental Resources Director FROM:Aimee L. Cooper, Sr. Environmental Planner DATE:January 24, 2020 SUBJECT:7-11 Indrio Rd & Kings Hwy MNSP-6201925545 CU-6201925547 (beer and wine sales) CU-6201925546 (carwash) CU-6201925548 (gas sales) Background The Environmental Resources Department (ERD) is in receipt of the January 13, 2020 date-stamped submittal from Planning and Development Services requesting approval of a Minor Site Plan and three (3) Conditional Use permits. The applicant is proposing to construct a 3,454 ft2 convenience store with the sale of beer and wine, a free-standing fuel canopy consisting of eight (8) pumps, totaling sixteen (16) fueling stations, and a self-service car wash with associated paved parking, utility infrastructure, and drainage. The 1.95-acre parcel, zoned commercial neighborhood (CN), is located on the northwest corner of Kings Highway and Indrio Road, and is adjacent to single- family residential (RS-4) to the west and CN to the north. This site is currently vacant and heavily vegetated with numerous species of native trees meeting the mitigation threshold. Findings Although the site is heavily vegetated with numerous species of native trees, such as slash pines, oaks, and cabbage palms, there was no evidence of wetlands, intact native upland habitat, or listed species observed during numerous site visits. ERD staff verified the accuracy of the submitted tree survey and found numerous native trees meeting the mitigation threshold outlined in LDC 6.00.05.D. Specifically, fifty-nine (59) sabal palms measuring ten plus (10+) ft. clear trunk, four (4) slash pine trees (equaling 85” diameter at breast height [DBH]) and thirteen (13) oak trees (equaling 267” DBH) totaling 352” DBH to be removed for a total of 704” DBH of required mitigation at the required 2:1 ratio. Mitigation will be met via fee in lieu of $200.00 per sabal palm ($11,800.00) and $200.00/inch of required canopy tree mitigation ($140,800.00) for a total of $152,600.00. A final revised landscape plan, submitted January 13, 2020 by Kimley Horn, was reviewed by ERD staff and found to be consistent with both the Land Development Code (LDC) and Comprehensive Plan. The landscape plan included the required eight (8) ft. masonry wall screening the use and the car wash in accordance with LDC 7.10.22.C from the adjacent residential and commercial properties to the west and north, respectively, and accompanying required landscaping. Recommendation ERD supports approval of the Minor Site Plan and three (3) Conditional Use permits with the conditions outlined below. Page 120 of 346 Conditions of Approval 1)Prior to issuance of a vegetation removal permit or exemption, the applicant shall provide the required $152,600.00 fee in lieu for tree mitigation requirements as detailed on the approved landscape and tree mitigation plans. 2)Prior to issuance of a Certificate of Occupancy, all Category I listed invasive plant species shall be eradicated from the site [Land Development Code Section 7.09.05]. Please contact Aimee Cooper at 772-462-6440 if you have any questions. Page 121 of 346 Page 122 of 346 Page 123 of 346 Page 124 of 346 Page 125 of 346 Date Mailed: February 5, 2020 Planning and Development Services Department (772) 462-2822 APPLICANT: 7-Eleven, Inc. Matt Ross 3200 Hackberry Road Irving, TX 75063 (239) 210-0455 mross@creightondev.com PROJECT LOCATION: Address TBD - Indrio Road (NW Corner of Indrio Rd & Kings Hwy) Fort Pierce, FL 34951 PID: 1314-144-0000-000-0 FUTURE LAND USE: COM (Commercial) EXISTING ZONING: CN (Commercial, Neighborhood) STAFF’S RECOMMENDATION: Forward a recommendation of approv-al to the Board of County Commission-ers to allow a self-service car wash, the sale of beer and wine as accessory to the retail sale of food, and gasoline services as accessory to retail food stores. Further details are available in the Planning and Development Services Department - Please contact: Staff: Kristopher McCrain Tel: (772) 462-1265 Email: McCrainK@stlucieco.org Mail 2300 Virginia Avenue Public Hearing Notice Thursday, February 20, 2020 Notice of Proposed Conditional Use Permits for 7-Eleven @ Indrio Rd. & Kings Hwy. John Doe 123 Anywhere St. Anywhere, USA 12345 Meeting Time: 6:00 PM (or soon thereafter ) PLANNING AND ZONING COMMISSION This notice has been provided because you are an owner of property within 500 feet of the proposed petition. Project Description Petition of 7-Eleven, Inc. for three (3) separate Conditional Use Permits; these petitions will allow for 1) a self-service car wash, 2) the sale of beer and wine as an accessory to the retail sale of food, and 3) gasoline services as an accessory to retail food stores, to be located at the northwest corner of Indrio Rd and Kings Hwy within the CN (Commercial neigh-borhood) Zoning District. Please find the three (3) separate re- sponse forms for each individual Con-ditional Use Petition. Should you decide to respond, please return all three (3) response forms to the Planning and Development Services Department. Background: On June 7, 2019, the applicant, 7-Eleven Inc., submitted an application for a Minor Site Plan, along with three (3) Condition- al Use Applications to the Planning and Development Services Department. The proposed project consists of a 3,454 square foot convenience store, eight (8) fueling pumps (16 fueling stations), and a self-serve car wash. Board Action: The St. Lucie County Planning and Zon- ing Commission has the power to review and recommend to the St. Lucie County Board of County Commissioners, for approval, approval with conditions or disapproval, any applications within their area of responsibility. The Planning and Zoning Commission strongly encourages your input and com-ment at the public hearing. You may also mail or email written comments regarding this proceeding in advance of the public hearing for inclusion in the official record. Written comments to the Planning and Zoning Commission should be received by the Planning and Development Ser- vices Department—Planning Division at least 3 days prior to the scheduled hear-ing. Anyone with a disability requiring accom- modations to attend this meeting may contact the SLC Community Risk Manag-er at least 48 hours in advance at (772) 462-1546 or TDD (772) 462-1428. Location: BOCC Chambers SLC Administration Annex, 2300 Virginia Avenue, Fort Pierce, FL 34982 Page 126 of 346 Revised March 18, 2011 Section 11.07.01(C) of the St. Lucie County Land Development Code provides that where a written protest against an application for a Conditional Use Permit is signed by the owners of fifty (50) percent or more of the area within five hundred (500) feet of the property affected by the proposed action, any such Conditional Use Permit shall not be approved except by the favorable vote of four fifths (4/5) of all of the Board of County Commissioners. Please Return This Form To: St. Lucie County Planning & Development Services Department ATTN: Kristopher McCrain, Project Manager 2300 Virginia Avenue, Ft. Pierce, FL 34982 Email: McCrainK@stlucieco.org Fax (772) 462-1581 If you wish to comment, please check only one (1) of the three (3) following statements and return no later than Monday, February 17, 2020. Forms returned without a name and address will not be considered. All returned forms are a matter of public record and are available for viewing upon request. Please attach additional pages with comments, if necessary. I AM IN FAVOR OF THE REQUESTED CONDITIONAL USE _______ I AM NOT IN FAVOR OF THE REQUESTED CONDITIONAL USE _______ I HAVE NO OPINION ABOUT THE REQUESTED CONDITIONAL USE _______ I certify as of the date written below, I am a property owner within 500 feet of the requested Conditional Use. Name (Please Print): __________________________________________________________ Address: __________________________________________________________ __________________________________________________________ Date: _______________ Signature: _______________________________ Please call, Kristopher McCrain, Project Manager at (772) 462-1265 or email, McCrainK@stlucieco.org if you have any questions. PLANNING AND DEVELOPMENT SERVICES DEPARTMENT Planning Division CONDITIONAL USE RESPONSE FORM #1 CAR WASH (SELF-SERVICE) Project Description: PROPOSED CONDITIONAL USE: Petition of 7-Eleven to allow for the operation of a self-service car wash, to be located at the northwest corner of Indrio Road and Kings Highway, within the CN (Commercial Neighborhood) Zoning District. Project Location: Address TBD – Indrio Road, Fort Pierce, FL 34951 Current Zoning: Commercial Neighborhood File No.: CU – 6201925546 Page 127 of 346 Page 128 of 346 Page 129 of 346 153.40' 153.24' 153.09' 152.93' N89°45'00"E 152.78' 152.62' S0 0 ° 1 8 ' 1 6 " W 30 4 . 1 0 ' 35.5 5 ' N89°52'34"W232.46' N0 0 ° 2 2 ' 2 6 " E 3 3 0 . 3 0 ' S89°36'34"E257.25' INDRIO ROAD NO R T H K I N G S H I G H W A Y (T U R N P I K E F E E D E R R O A D ) CA N A L N O . 4 N45 ° 2 5 ' 5 2 " E 35.5 5 ' N89°52'34"W232.46' N0 0 ° 2 2 ' 2 6 " E 3 3 0 . 3 0 ' D P U 2 3 1 C-STORE FFE = 24.25 CAR WASH FFE = 22.50 DRY POND #1 TOB:22.00 BOTTOM: 21.00 10YR-24HR: 21.59 25YR-24HR: 21.70 100YR-24HR: 21.96 PRE-TREATMENT DRY POND #2 TOB:22.00 BOTTOM: 20.00 10YR-24HR: 21.33 25YR-24HR: 21.69 100YR-24HR: 21.92 DRY POND #3 TOB:22.00 BOTTOM: 17.00 10YR-24HR: 21.33 25YR-24HR: 21.69 100YR-24HR: 21.87 FRENCH DRAIN DETAIL NTS © NORTH PAVING, GRADING, & DRAINAGE NOTES: 7- E L E V E N # 3 8 9 4 4 FO R T P I E R C E PA V I N G , G R A D I N G , AN D D R A I N A G E P L A N © C5.0 Page 130 of 346 Page 1 of 2 GE D r a w i n g # : THIS IS A D SIZE SHEET. THE NOTED SCALE IS NOT VALID IF PRINTED AS ANY OTHER SIZE. Da t e : 5 / 3 1 / 2 0 1 9 Provided BY: Application Solution Center Current, Powered by GE NELA Park, East Cleveland OH P: 1-216-266-2398 A1 9 0 8 0 8 7 - E l e v e n # 3 8 9 9 4 F t P i e r c e , F L v 1 . A G I Provided for: John Downing CURRENT, POWERED BY GE Calculated light levels are based on specific information that has been supplied to GE. Any differences in luminaire installation, lighted area geometry and obstructions in the lighted area may produce different results from the predicted values. Normal tolerances of voltage, lamp output, and ballast and luminaire manufacture will affect results. Ref: IES LM-61-06 Calculated light levels are based on specific information that has been supplied to GE. Any differences in luminaire installation, lighted area geometry and obstructions in the lighted area may produce different results from the predicted values. Normal tolerances of voltage, lamp output, and ballast and luminaire manufacture will affect results. Ref: IES LM-61-06 A1 9 0 8 0 8 - 7 - E L E V E N S T O R E # 3 8 9 9 4 MO U N T I N G H E I G H T A S N O T E D MA I N T A I N E D L I G H T I N G L E V E L S I N D I C A T E D Ft . P i e r c e , F L De s i g n e r : H a s s a n J a r o u d i Scale: 1 inch= 21.82 Ft. INDRIO ROAD NORTH KINGS HIGHWAY (TURNPIKE FEEDER ROAD) PO I N T O F BE G I N N I N G INDRIO ROAD NORTH KINGS HIGHWAY (TURNPIKE FEEDER ROAD) PO I N T O F BE G I N N I N G D P U 2 3 1 DD D 7-Eleven Building Parking 1 Parking 2 Parking 3 Parking 4 Parking 5 Air Pump Dumpster Entrance 1 Entrance 2 General Approach Gas Canopy Car Wash x24 x10 EM MH: 12 EM MH: 12 8ft Batten MH: 12 8ft Batten MH: 12 8ft Batten MH: 12 MH: 12 8ft Batten MH: 12 4ft batten EWS3 A7 MH: 12EWS3 A7 MH: 12 EWS3 A7 MH: 12 EWS3 A7 MH: 12 MH: 12 EWS3 A7 EWS3 A7 MH: 12 ECBBB MH: 14.5 EWS3 A7 MH: 12 MH: 6 SC3D1 SC3D1 MH: 6 MH: 12 EWS3 E3 EWS3 E3 MH: 12 SC3D1 MH: 20 MH: 20 SC3D1 MH: 20 D3G3D1 SC3D1 MH: 6 SC3D1 MH: 6 MH: 20 D3G3D1 SC3D1 MH: 20 MH: 20 D3C3D1 MH: 20 SG3D1 SC3D1 MH: 6 MH: 20 D3G3D1 MH: 20 SG3D1 SG3D1 MH: 20 SC3D1 MH: 20 EWS3 B7 MH: 12 MH: 12 EWS3 B7 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.5 13.5 4.9 0.7 0.5 0.4 0.3 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.4 0.5 1.1 2.2 3.7 4.5 3.0 1.4 0.60.60.70.80.70.91.11.41.81.92.02.02.01.91.61.30.70.20.10.10.10.10.10.00.00.0 11.0 6.4 15.3 8.8 12.0 5.8 12.7 4.0 11.6 3.7 8.7 3.7 8.6 4.1 10.2 5.2 15.9 8.2 24.2 15.5 19.1 16.3 7.2 6.3 8.3 16.3 16.7 3.1 4.2 7.9 15.5 17.3 14.4 3.8 6.8 14.8 14.4 3.2 3.7 8.1 17.3 20.6 4.1 9.5 18.8 5.2 11.3 16.5 8.5 10.1 8.7 10.4 12.0 13.8 8.5 13.0 10.0 19.3 11.7 7.3 7.5 9.8 30.1 1.8 0.8 4.3 7.8 15.2 15.6 2.4 1.7 2.1 3.1 4.1 1.9 3.9 7.7 1.3 3.5 9.0 11.0 2.2 5.8 12.0 8.8 7.0 2.8 1.2 1.3 1.8 2.7 4.7 4.3 2.5 1.7 1.0 3.5 4.4 7.1 9.5 6.9 4.3 2.0 1.6 2.4 3.8 5.1 4.9 3.6 2.2 1.4 1.1 1.2 27.0 5.1 5.3 8.9 8.4 6.0 3.1 1.8 1.8 2.2 2.7 2.9 2.6 2.3 1.9 1.6 2.0 2.6 37.9 5.1 4.9 10.7 10.5 10.6 3.9 2.7 1.7 1.7 2.2 3.3 4.3 4.5 3.9 2.9 3.0 4.1 3.2 2.3 3.8 9.3 14.5 15.5 13.0 6.7 4.2 5.6 5.2 4.3 3.2 6.1 11.9 5.2 5.5 4.6 4.5 3.7 7.2 13.4 5.5 4.4 2.8 3.5 3.5 7.6 14.0 5.4 3.3 2.1 2.3 2.9 7.4 14.4 5.4 2.9 1.6 2.1 2.7 7.3 14.1 5.6 3.3 2.1 2.2 2.8 7.4 14.5 6.0 4.6 2.8 2.5 3.2 7.6 14.6 6.4 5.9 4.7 3.4 3.8 8.1 14.3 6.4 6.4 5.6 6.6 6.0 9.5 14.4 6.0 5.0 3.4 12.0 9.1 10.4 14.0 5.4 3.6 2.2 10.5 7.2 9.8 13.2 4.6 2.5 1.5 8.0 5.3 7.5 11.4 3.8 1.9 1.1 3.0 3.1 4.7 9.9 14.4 15.1 12.4 6.1 2.7 1.8 1.2 2.7 4.2 8.9 15.4 13.1 10.1 4.4 3.5 3.4 4.1 5.2 5.7 5.2 4.1 2.7 1.9 2.0 1.8 19.5 3.1 4.9 10.9 17.2 13.4 7.0 6.6 6.3 6.1 6.3 5.1 3.4 2.4 1.9 1.9 2.9 3.3 5.0 8.3 2.8 2.1 2.7 5.0 6.5 1.7 2.2 3.0 4.2 9.0 9.5 20.7 4.3 4.2 6.4 14.5 21.7 5.3 4.8 7.9 15.1 3.2 13.4 24.7 9.4 2.9 2.8 4.6 8.9 8.3 5.8 4.4 7.0 22.7 30.8 30.9 23.1 25.1 34.1 34.2 25.5 26.5 35.9 35.9 26.7 27.2 36.9 37.0 27.5 26.1 35.5 35.6 26.5 27.0 36.7 36.9 27.5 27.0 36.6 36.7 27.4 26.7 35.9 35.9 26.8 28.4 37.6 37.4 27.8 27.5 36.2 35.9 26.6 26.3 34.9 34.7 25.7 24.0 31.9 31.7 23.5 Page 131 of 346 Page 2 of 2 GE D r a w i n g # : Da t e : 5 / 3 1 / 2 0 1 9 Provided BY: Application Solution Center Current, Powered by GE NELA Park, East Cleveland OH P: 1-216-266-2398 A1 9 0 8 0 8 7 - E l e v e n # 3 8 9 9 4 F t P i e r c e , F L v 1 . A G I Provided for: John Downing CURRENT, POWERED BY GE Calculated light levels are based on specific information that has been supplied to GE. Any differences in luminaire installation, lighted area geometry and obstructions in the lighted area may produce different results from the predicted values. Normal tolerances of voltage, lamp output, and ballast and luminaire manufacture will affect results. Ref: IES LM-61-06 A1 9 0 8 0 8 - 7 - E L E V E N S T O R E # 3 8 9 9 4 Ft . P i e r c e , F L MO U N T I N G H E I G H T A S N O T E D MA I N T A I N E D L I G H T I N G L E V E L S I N D I C A T E D De s i g n e r : H a s s a n J a r o u d i City Ordinance: max mounting height of 6ft within 75ft of residential area. Luminaire Schedule Symbol Qty Label Arrangement LLF Description Arr. Watts Arr. Lum. Lumens Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min Air Pump Illuminance Fc 10.75 24 ECBBB SINGLE 1.000 ECBB0B5F5501AWHTE 64 13.0 8.5 1.26 1.53 8110 Canopy Illuminance Fc 30.73 37.6 22.7 1.35 1.66 Dumpster Illuminance Fc 10.93 19.3 7.3 1.50 2.64 Entrance 1 Illuminance Fc 10.90 30.1 0.8 13.63 37.63 Entrance 2 Illuminance 3 D3G3D1 2 @ 90 DEGREES_1 1.000 2-ERS2-0-G3-D1-1-50-1- Color 514 39800 1 D3C3D1 2 @ 90 DEGREES_1 1.000 2-ERS1-0-C3-D1-7-50-1- Color 190 17000 2 EWS3 B7 SINGLE 1.000 EWS3_B7D150_____-120-277V 32 3800 16 EWS3 A7 SINGLE 1.000 EWS3_A7D150_____-120-277V 25 2900 2 EM SINGLE 0.010 LEDPRS-BR-CL (Phillips)20 32 2 EWS3 E3 SINGLE 1.000 EWS3_E3D150_____90 8600 4 8ft Batten SINGLE 1.000 GE 96 4100K Batten Strip GEWI109641BAT-SY 33 3073 1 4ft batten SINGLE 1.000 GE 48 4100K Batten Strip GEWI104841BAT-SY 16.68 1536 3 SG3D1 SINGLE 1.000 1-ERS2-0-G3-D1-1-50-1- Color 257 19900 9 SC3D1 SINGLE 1.000 1-ERS1-0-C3-D1-7-50-1- Color 95 8500 Fc 10.73 15.6 4.3 2.50 3.63 General Approach Illuminance Fc 6.02 37.9 1.0 6.02 37.90 Parking 1 Illuminance Fc 10.50 24.2 3.7 2.84 6.54 Parking 2 Illuminance Fc 10.28 17.3 3.1 3.32 5.58 Parking 3 Illuminance Fc 10.71 20.6 3.2 3.35 6.44 Parking 4 Illuminance Fc 10.90 18.8 4.1 2.66 4.59 Parking 5 Illuminance Fc 10.58 13.8 8.5 1.24 1.62 Property Line Illuminance Fc 0.56 13.5 0.0 N.A.N.A. Page 132 of 346 Batten LED Luminaire comes in 3 sizes 2ft, 4ft & 8ft Batten LED Luminaire GE Lighting Utility Lighting and More. New Batten LED Luminaire gives you more performance in tight, demanding situations where cold and damp conditions along with the outdoor elements come into play. It brings the money-saving benefits of GE LED technology to ATMs, awnings, drive-thru areas… places where dependable utilitarian light is required. More Lighting Performance • Maximizes coverage through wide, uniform Lambertian light distribution • Extruded plastic design protects against moisture, dust and damage • No decrease of light output in cold settings—as can happen with fluorescent • Can be used in -40ºC to 60ºC (-40ºF to 140ºF) • Lumen Output: 400 lumens/foot • 50,000-hour rated life • Color Temperatures: 7100K, 5000K, 4000K, 3000K • Sizes: 2ft, 4ft, 8ft More Savings on Installation and Operation • Installation is fast and easy with mounting clips • Integrated power supply eliminates separate drivers • Easily daisy chain (jumper wire & end-to-end) up to 40 feet of product • Energy Consumption: 4.5 System watts/ft • Input Voltage: 90-277 VAC • Damp Rated • IP66 Tested • For use in damp applications Applications: • LED Luminaire Fixture • Awnings • ATMs • Drive-thrus Page 133 of 346 Components SKU Description Long Description Package Quantity 94456 GEWI102432BAT-SY GE 24" 3000K LED Fixture Single Unit 1 Fixture per box 94455 GEWI102441BAT-SY GE 24" 4000K LED Fixture Single Unit 1 Fixture per box 94459 GEWI104832BAT-SY GE 48" 3000K LED Fixture Single Unit 1 Fixture per box 94458 GEWI104841BAT-SY GE 48" 4000K LED Fixture Single Unit 1 Fixture per box 94462 GEWI109641BAT-SY GE 96" 3000K LED Fixture Single Unit 1 Fixture per box 94461 GEWI109641BAT-SY GE 96" 4000K LED Fixture Single Unit 1 Fixture per box 64409 GEWI102432BAT GE 24" 3000K LED Fixtures 4 Fixtures per box 64430 GEWI102441BAT GE 24" 4000K LED Fixtures 4 Fixtures per box 64431 GEWI102450BAT GE 24" 5000K LED Fixtures 4 Fixtures per box 94454 GEWI102471BAT GE 24" 7100K LED Fixtures 4 Fixtures per box 64432 GEWI104832BAT GE 48" 3000K LED Fixtures 4 Fixtures per box 64433 GEWI104841BAT GE 48" 4000K LED Fixtures 4 Fixtures per box 64434 GEWI104850BAT GE 48" 5000K LED Fixtures 4 Fixtures per box 94457 GEWI104871BAT GE 48" 7100K LED Fixtures 4 Fixtures per box 64472 GEWI109632BAT GE 96" 3000K LED Fixtures 4 Fixtures per box 64473 GEWI109641BAT GE 96" 4000K LED Fixtures 4 Fixtures per box 65653 GEWI109650BAT GE 96" 5000K LED Fixtures 4 Fixtures per box 94460 GEWI109671BAT GE 96" 7100K LED Fixtures 4 Fixtures per box 96440 GERBL-02FP-10-LC72IN GE 6ft Leader Cable 1 Leader Cables per bag 96441 GERBL-02MG-10-JC24IN GE 2ft Jumper Cable 1 Jumper Cables per bag 96442 GEMOUNTCLP GE Mounting Clips 12 clips per bag Technical Specifications Typical Energy Brightness Consumption Maximum Light Specification Item Wavelength (lumens/fixture) (System/Module) Run Length Distribution Dimensions Batten LED 7100K, 5000K 800 9.00 40 ft/12 meters Lambertian 24.7 in x 1.48 in x 2.02 inLuminaire 2 Foot 4000K, 3000K Batten LED 7100K, 5000K 1600 16.00 40 ft/12 meters Lambertian 46.7 in x 1.48 in x 2.02 inLuminaire 4 Foot 4000K, 3000K Batten LED 7100K, 5000K 3200 32.00 40 ft/12 meters Lambertian 90.9 in x 1.48 in x 2.02 inLuminaire 8 Foot 4000K, 3000K Specification Item Specification Applications Awnings, Drive Thru, ATM Operating Environment -40 °C to +60 °C Voltage 120- 277 VAC Warranty GE offers a limited system warranty of up to five (5) years System Certifications UL Classified #E320964 www.gelighting.com GE and the GE Monogram are trademarks of the General Electric Company. All other trademarks are the property of their respective owners. Information provided is subject to change without notice. All values are design or typical values when measured under laboratory conditions. GE Lighting and GE Lighting Solutions, LLC are businesses of the General Electric Company. © 2014 GE. SIGN128 (Rev 10/01/14) Page 134 of 346 GE Evolve™ LED Area Lighting Canopy Light (ECBB) Page 135 of 346 The GE Evolve™ LED Canopy Light family provides an energy-efficient and robust means for lighting areas with canopies, such as gas stations, truck stops and drive-thrus at banks, pharmacies and restaurants. Offering easy installation and maintenance, along with various lumen levels at both 4000K and 5000K color temperatures, this canopy light provides a great LED lighting solution for their outdoor space. Product Features Housing • Die -cast aluminum housing. • Integral heat sink for maximum heat transfer. • Meets 1.5G vibration standards per ANSI C136.31-2010. LED & Optical Assembly • Structured LED array for optimized area lighting photometric distributions. • Evolve™ light engine consisting of reflective technology designed to optimize application efficiency and minimize glare. • Utilizes high brightness LEDs, 70 CRI at 4000K and 5000K color temperature. • LM-79 tests and reports are performed in accordance with IESNA standards. Lumen Maintenance • Projected L90>50,000 hours per IES TM-21. • Projected Lxx per IES TM-21 at 25°C for reference: Notes: 1. Projected Lxx based on LM80 (10,000 hour testing). 2. DOE Lighting Facts Verification Testing Tolerances apply to initial luminous flux and lumen maintenance measurements. Ratings • Listed, suitable for wet locations per UL 1598. • IP66 rated optical enclosure per ANSI C136.25-2009. • Temperature rated at -40°C to 50°C (C5 SKUs: -40°C to 40°C). • Upward Light Output Ratio (ULOR) = 0. • Compliant with the material restriction requirements of RoHS. • DLC Listed. Finish • Corrosion resistant polyester powder paint. • Standard colors: White, Dark Bronze and Black. Electrical • 120-277 volt and 347-480 volt (B5 and C5 optical only), 50/60Hz. • System power factor is >90% and THD<20%. • Class “A” Sound rating. • EMI: Title 47 CFR 15 Class A. • Motion sensor and integral photo electric sensor available. • Surge Protection Options: For 120-277VAC and 347-480VAC per IEEE/ANSI C136.2-2015. – 6kV/3kA “Basic” standard. – 10kV/5kA “Enhanced” R option. Warranty • Limited 5-Year Warranty for product launch standard. AccessoriesSee page 5 for accessories • 24” Escutcheon Plate • 32” Escutcheon Plate • Shoebox Mounting • Pendant Mounting / Please refer to the DLC QPL website for the latest and most complete information.www.designlights.org/QPL T5 L96 L95 L91 A5 L96 L92 L86 B5 L95 L92 L85 C5 L94 L90 L82 OPTICAL CODE 25,000 hrs 50,000 hrs 100,000 hrs Lxx(10K)@hours Page 136 of 346 E C B B F 5 A _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ PRODUCT ID VOLTAGEPRODUCTGENERATION OPTICALCODE 0 = 120 - 277H = 347-480V* * See below table for available options OPTIONSCOLORMOUNTINGMOTION SENSOR/PE FUNCTION D = Dimmable (0-10 Volt Input) †002 = Non-Dimming with Junction BoxD01 = Dimming with Junction BoxR = 10kV/5kA Surge ProtectionM = NOM31 † Dimming leads will be provided and terminated with quick- disconnect terminals. WHTE = WhiteBLCK = BlackDKBZ = Dark Bronze Contact manufacturer for additional colors. A = Surface Mount Other mounting options are available in the ECB accessories datasheet. 1 = None4 = Motion Sensor and Integral Photocell* * Not available with 347-480V. Must order with 10kV surge protection Option “R”. * Must order with 10kV surge protection Option “R”. 30 = 3000K<> 40 = 4000K 50 = 5000K <> Select 3000K CCT for IDA approved units LED COLOR TEMP 5 = Less than or equal to 525mA DRIVECURRENTLENSTYPE E = Evolve C = Canopy B = Housing B = Photometric Series “B”F = Flat Lens Symmetric Wide T5 Flat Lens 3450 3500 3550 29 NA ECBB_T5F530__120-277V.ies ECBB_T5F540__120-277V.ies ECBB_T5F550__120-277V.ies Symmetric Wide A5 Flat Lens 4120 4170 4230 35 NA ECBB_A5F530__120-277V.ies ECBB_A5F540__120-277V.ies ECBB_A5F550__120-277V.ies Symmetric Wide B5 Flat Lens 7740 8010 8110 64 64 ECBB_B5F530__.ies ECBB_B5F540__.ies ECBB_B5F550__.ies Symmetric Wide C5 Flat Lens 13410 13410 13550 110 110 ECBB_C5F530__.ies ECBB_C5F540__.ies ECBB_C5F550__.ies PHOTOMETRIC TYPE LENSTYPEOPTICALCODE 4000K3000K 5000K 120-277V 347-480V 5000K4000K3000K TYPICAL INITIAL LUMENS TYPICAL SYSTEMWATTAGE IESFILE NUMBERS TY P E V Photometrics 4902 3677 2451 1226 ECB Type V - Symmetric Wide - Flat Lens 13,510 Lumens, 5000K (ECBB_C5D550.ies) Grid Distance in Units of Mounting Height of 15’ Initial Footcandle Values at Grade .1 Vertical plane through horizontal angleof maximum candlepower at 60°Horizontal cone through vertical angle of maximum candlepower at 4° .2 2 .5 1 Motion Sensing Option: • Intended for 8-25ft mounting heights. • Provides a coverage area radius for walking motion of 15-20ft. • Provides 360° of coverage. • Factory pre-set 50% dimmed light output with no occupancy. • May be reprogrammed using additional remote programmer. Remote Programmer part number: WS FSIR-100 PROGRAMMER (197634) • Photoelectric control is integrated through the motion sensor, and is offered as standard. Approximate Sensor Pattern: Canopy Fixture 15 ft. Mounting Height 20’ 20’ 15’ 15’ 10’ 10’ 5’ 5’5’ 5’ 10’10’15’15’20’20’ GE Evolve™ LED Area Lighting Canopy Light - ECBB Project name _________________ Date ________________________ Type ________________________ Page 137 of 346 DA T A • Approximate Net Weight: 20 lbs Product Dimensions Evolve™ LED Canopy Light (ECBB) Standard Lens With Optional Electrical Junction Box: 002, D01 5.0 7.4 2.4 16.1 16.7 4.7 2.6 7.3 9.8 2.5 All accessory product ordered and shipped separate from the luminaire. Contact manufacturer for more information. Evolve™ Canopy Light Accessories Product ID Series Detail Color E = Evolve P = Pendant 1 = No Bird Shield WHTE = White C = Canopy Mount 2 = Bird Shield BLCK = Black B = Housing DKBZ = Dark Bronze RAL custom colors available. Contact Manufacturer. E C B E — — — — — — — — — E C B P — — — — — — — — — Product ID Series Detail Color E = Evolve M = Square 3 = 3 Wire Leads WHTE = White C = Canopy Mounting Box 5 = 5 Wire Leads, BLCK = Black B = Housing with Dimming DKBZ = Dark Bronze RAL custom colors available. Contact Manufacturer. E C B M — — — — — — — — — Beauty Plates 24” & 32” Escutcheon plates designed to cover unsightly canopy ceilings. Pendant Mount Box Mount 16 gauge steel (0.060” thickness), 12 eletrical knockouts (EKOs) for flexibility in wire routing for installation. Product ID Series Detail Color E = Evolve E = Escutcheon 1 = 24” x 24” Square WHTE = White C = Canopy Plate 2 = 32” x 32” Square BLCK = Black B = Housing DKBZ = Dark Bronze RAL custom colors available. Contact Manufacturer. All trademarks are the property of their respective owners. Information provided is subject to change without notice. All values are design or typical values when measured under laboratory conditions. Current, powered by GE is a business of the General Electric Company. © 2017 GE. www.currentbyge.com OLP3100 (Rev 12/04/17) Page 138 of 346 ORDERING INFORMATION Catalog Number: Example: LEDPRSWCL BR - Dark BronzeB - BlackW - White LEDPRS see below JOB NAME: TYPE NO.: CATALOG NO.: MODEL NUMBER Pluralux Series Wet Location LED Emergency Lighting Units HOUSING COLOR NOTE: Dimensions and specifications subject to change without notice.Form 1278A 04/12 © 2006 Philips group OPTIONS CL Cold Location Operation SPECIFICATIONS Housings and backplates are constructed of rugged die-cast aluminum finished Construction in scuff resistant, textured powder coat paint standard. All housings are sealed and gasketed for damp and wet location applications. Prismatic Lens: Unit lens is constructed of clear, high impact polycarbonate. The housing backplate provides knockouts for mounting the unit to wall surfaces and/or standard 31/2” and 4” utility boxes. Installation Wiring: Knockouts in the unit backplate allow rear wiring input from utility boxes. An entry point is also provided on the top of the unit housing to allow connection to rigid surface conduit. Emergency illumination is provided by 4.8V, 5W ultra bright white LED Illumination Prismatic lenses provide bright, even, glare-free operation in a wide pattern across the path of egress. • Dual input 120/277VAC, 60 Hz • AC Lockout protection Electronics • AC-On indicator light and test switch • Low voltage battery disconnect • Automatic, constant current charger • Automatic brownout protection Power Input Power: 10W (maximum charge), 3.5W ready stateConsumption 4.8V nickel cadmium sealed maintenance free battery.Battery Optimum operating temperature range: 32ºF to 122ºF (0ºC to 50ºC). Provides a minimum of 90 minutes of full output emergency illumination. Code Listed to UL924. Meets NFPA Life Safety Code 101.Compliance Complies with NEC and OSHA. Warranty Limited 3-year warranty. 5-year nickel cadmium pro-rata battery warranty. Self-Diagnostic Operation Plus High-Output LED Lamp! Also available in black or white finishes Standard with dark bronze finish PRODUCT FEATURES • Attractive, architectural styling • Low profile design - meets ADA requirements • Die-cast aluminum housing • Choice of three decorator color finishes • Self-diagnostic circuitry standard • Ultra bright white LED lamps provide superior emergency lighting levels • Polycarbonate lens and mirrored reflector provide even illumination • Fast, easy wall mount installation • Provision for back wiring or surface conduit entry • Universal 120/277VAC input • Fully automatic charger standard • Maintenance-free nickel cadmium battery standard • 90 minutes of emergency illumination • Momentary test switch and AC ready indicator • UL924 and UL Wet Location listed • Suitable for damp and wet location applications • Meets NFPA Life Safety Code 101, NEC and OSHA • UL operating range 32ºF to 122ºF (0ºC to 50ºC) • Cold location option allows operation range of -4ºF to 122ºF (-20ºC to 50ºC) DIMENSIONS 101/2”26.7cm 61/2”16.5cm 33/4”9.5cm OPTIONS Specifications are subject to change without notice. Consult website for latest version of this spec sheet. Crescent/Stonco • 200 Franklin Square Drive • Somerset, NJ 08873 •  • www.crescentlighting.com Crescent is a Philips company Page 139 of 346 GE Evolve™ LED Roadway Lighting ERL1-ERLH-ERL2 Page 140 of 346 To learn more about GE Evolve LED Roadway Lighting, go to: www.currentbyge.com • Local Roadways • Collector Roadways • Major Roadway/Streets 2 Features:Applications: The Evolve LED Roadway Luminaire is optimized for customers requiring a LED solution for local, collector and major roadways. GE’s unique reflective optics are designed to optimize application efficiency and minimize glare. The modern design incorporates the heat sink directly into the unit for heat transfer to prolong LED life. This reliable unit has a 100,000 hour design life, significantly reducing maintenance needs and expense over the life of the fixture. This efficient solution lowers energy consumption compared to a traditional HID fixture for additional operating cost savings. GE Evolve™ LED Roadway Lighting ERL1-ERLH-ERL2 • Optimized roadway photometric distributions • Evolve™ light engine consisting of reflective technology designed to optimize application efficiency and minimize glare • 70 CRI at 2700K, 3000K and 4000K typical. • –40°C to 50°C UL Ambient Typical. • ULOR = 0 (zero uplight) • Designed & Assembled in USA Compatible with LightGrid™ Outdoor Wireless Control System Page 141 of 346 3 Typical Specifications: ERL1-ERLH-ERL2 LED & Optical • Output Range: 1900 – 30000 lm • Photometric Options: Type II Narrow, Type II Wide, Type III, Type IV • System Efficacy: 100 - 145 LPW • CCT: 2700K, 3000K, 4000K; High brightness LEDs @ 70 CRI Lumen Maintenance Tables Projected Lxx per IES TM-21 at 25°C for reference: Note: Projected Lxx based on LM80 (10,000 hour testing). DOE Lighting Facts Verification Testing Tolerances apply to initial luminous flux and lumen maintenance measurements. Electrical • Input Voltage: 120-277 volt and 347-480 volt• Input Frequency: 50/60Hz• Power Factor (PF)*: >90%• Total Harmonic Distortion (THD)*: <20% *Power factor and THD tolerance exceptions: ERL1 “02” Lumen output: PF and THD within tolerances above only at 120 volt. ERL1 “03” Lumen output: @120 volt PF~0.89; @ 480 volt THD~26% ERL1 “04” Lumen output: @480 volt THD~22% Ratings • Surge Protection: per ANSI C136.2-2015: (Driver Internal): • 6kV/3kA "Basic: (120 Strikes)" - Standard on ERL1 (02-06) • 10kV/5kA "Enhanced: (40 Strikes)" - Standard on ERL1 (07 - 10), ERLH, ERL2 (Additional Separate Secondary SPD) • 10kV/5kA "Enhanced: (40 Strikes) - Option "R" • 20kV/10kA "Elevated" (40 Strikes) - Option "T"• Safety: UL/cUL Listed. UL 1598 listed, suitable for wet locations• Environmental: Compliant with the materials restrictions of RoHS• EMI: Title 47 CFR Part 15 Class A• Vibration: 3G per ANSI C136.31-2010• LM-79 testing in accordance with IESNA Standards• Std. Optical enclosure rated per ANSI C136.25-2009: — ERL1/ERLH/ERL2 = IP65, Optional: IP66 • Operating Temperature: Construction & Finish • Housing: — Die Cast Enclosure — Casting-integral heat sink for maximum heat transfer • Lensing: Impact resistant tempered glass, standard • Paint: Corrosion resistant polyester powder painted, minimum 2.0 mil. thickness. — Standard Colors: Dark Bronze, Black, & Gray — RAL & custom colors available — Optional coastal finish available. • Weight: 12.4lbs (5.6kg) – 24lbs (10.9kg) Warranty • System Warranty: 5 Year Standard, 10 Year Optional Controls • Dimming: — Standard: 0-10V; Optional: DALI (120-277V Only) • Sensors: — Photo electric sensors (PE) available. • LightGrid™ compatible Mounting • Slipfitter with +/- 5 degree of adjustment for leveling. • Integral die cast mounting pipe stop. • Adjustable for 1.25 in. or 2 in. mounting pipe. Suggested HID Replacement Lumen Levels • ~4,000–5,000 lumens to replace 100W HPS Cobra-head • ~7,000–8,800 lumens to replace 150W HPS Cobra-head • ~8,500–11,500 lumens to replace 200W HPS Cobra-head • ~11,500–14,000 lumens to replace 250W HPS Cobra-head • ~21,000–30,000 lumens to replace 400W HPS Cobra-head Note: Actual replacement lumens may vary based upon mounting height, pole spacing, design criteria, etc. **The information above is designed to provide a guideline to select the correct luminaire for a roadway application. The best and most accurate way to ensure the proper design is do a lighting layout Utilizing AGI. / GE Evolve™ LED Roadway Lighting ERL1-ERLH-ERL2 Project name _________________ Date ________________________ Type ________________________ Delayed start may be experienced < -35°C ERL1 02-10 -40°C to 50°C ERLH 10-11 -40°C to 50°C ERLH 13-16 -40°C to 45°C ERL2 16-28 -40°C to 50°C ERL2 30 -40°C to 45°C PRODUCT ID LUMEN OUTPUT AMBIENT READING A1, B1 Extra Narrow/Narrow Asymmetric A3 Type II Narrow C1, E1 Asymmetric Short/Medium B3 Type II Wide D1, G1 Asymmetric Forward/Extra Wide C3 Type III F1 Asymmetric Wide D3 Type IV E3 Type II Enhanced Back Light PREVIOUS DESCRIPTION CONVERSION FROM PREVIOUS GENERATION OPTICS TO CURRENT GENERATION OPTICS** CURRENT DESCRIPTION 02,03,04,05,06 L96 L95 L91 07,08,09 L95 L91 L84 10 L89 L80 L64 ERL1LUMEN OUTPUT CODES 25,000 HR LXX(10K)@HOURS 50,000 HR 100,000 HR 10, 11 L97 L96 L94 13, 14 L95 L93 L88 15, 16 L94 L91 L85 ERLH LUMEN OUTPUT CODES 25,000 HRLXX(10K)@HOURS50,000 HR 100,000 HR 16, 18, 19, 21, 23 L96 L94 L91 25, 27, 28 L95 L93 L88 30 L95 L93 L87 ERL2LUMEN OUTPUT CODES 25,000 HR LXX(10K)@HOURS 50,000 HR 100,000 HR Page 142 of 346 4 E R L 1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ PROD. ID VOLTAGE LUMENOUTPUT 0 = 120-277V*1 = 1202 = 2083 = 2404 = 2775 = 480D = 347H = 347-480* * Not available with Fusing. Must choose a discrete voltage with F option. 02*03<04<05<0607080910 See Table *120V only, not compatible with 0-10V dimming.< See Note Under Controls Column OPTIONSCOLORCONTROLSCCTDISTRIBUTION* A = 4 Bolt Slipfitter †F = FusingG = Internal Bubble LevelI = IP66 OpticalL = Tool-Less EntryR = Secondary 10kV/5kA SPDU = DALI Programmable +^X = Single Package #Y = Coastal Finish *XXX = Special Options † Contact manufacturer for Lead-Time. # "X" option provides single pack box per fixture. Std Packaging = 20 units per Magna pak container. * Recommended for installations within 750 ft. from the coast. Contact Factory for Lead-Time. + Compatible with LightGrid 2.0 nodes. ^ Not available in 347V, 480V or 347-480V for Lumen Output Levels 07, 08, 09, and 10. GRAY = GrayBLCK = BlackDKBZ = Dark Bronze A = ANSI C136.41 7-pinD = ANSI C136.41 7-pin with Shorting CapE = ANSI C136.41 7-pin with non-Dimming PE Control.* *PE Control Only available for120-277V or 480V Discrete. Not available for 347-480V or 347V Discrete. < If dimming the 03 - 05 lumen output using a control supplied from a source other than GE call 1-888-694-3533, then select Option 2 at the prompt for assistance. NOTE: Dimming controls wired for 0-10V standard unless DALI option “U” requested. 27 = 2700K 30 = 3000K40 = 4000K Select 2700K or 3000K CCT for IDA approved units. E = Evolve R = Roadway L = Local 1 = Single Module A3 = Type II NarrowB3 = Type II WideC3 = Type IIID3 = Type IVE3 = Type II Enhanced Back Light See Table *Nominal IES Type classing subject to typical variation, individual units may differ. LUMEN OUTPUT DISTRIBUTION 4000K 4000K3000K2700K 3000K 2700K120-277V 347-480V TYPICAL SYSTEM WATTAGETYPICALINITIAL LUMENS BUG RATING IES FILE NUMBER A3 B1-U0-G1 B1-U0-G1 B1-U0-G1 ERL1_02A340_-120V.IES N/A ERL1_02A330_-120V.IES N/A ERL1_02A327_-120V.IES N/A B3 B1-U0-G1 B1-U0-G1 B1-U0-G1 ERL1_02B340_-120V.IES N/A ERL1_02B330_-120V.IES N/A ERL1_02B327_-120V.IES N/A 02 C3 2000 1900 1900 14 N/A B1-U0-G1 B1-U0-G1 B1-U0-G1 ERL1_02C340_-120V.IES N/A ERL1_02C330_-120V.IES N/A ERL1_02C327_-120V.IES N/A D3 B0-U0-G1 B0-U0-G1 B0-U0-G1 ERL1_02D340_-120V.IES N/A ERL1_02D330_-120V.IES N/A ERL1_02D327_-120V.IES N/A E3 B1-U0-G1 B1-U0-G1 B1-U0-G1 ERL1_02E340_-120V.IES N/A ERL1_02E330_-120V.IES N/A ERL1_02E327_-120V.IES N/A A3 B1-U0-G1 B1-U0-G1 B1-U0-G1 ERL1_03A340_-120-277V.IES ERL1_03A340_-347-480V.IES ERL1_03A330_-120-277V.IES ERL1_03A330_-347-480V.IES ERL1_03A327_-120-277V.IES ERL1_03A327_-347-480V.IES B3 B1-U0-G1 B1-U0-G1 B1-U0-G1 ERL1_03B340_-120-277V.IES ERL1_03B340_-347-480V.IES ERL1_03B330_-120-277V.IES ERL1_03B330_-347-480V.IES ERL1_03B327_-120-277V.IES ERL1_03B327_-347-480V.IES 03 C3 3000 2900 2800 22 26 B1-U0-G1 B1-U0-G1 B1-U0-G1 ERL1_03C340_-120-277V.IES ERL1_03C340_-347-480V.IES ERL1_03C330_-120-277V.IES ERL1_03C330_-347-480V.IES ERL1_03C327_-120-277V.IES ERL1_03C327_-347-480V.IES D3 B1-U0-G1 B1-U0-G1 B1-U0-G1 ERL1_03D340_-120-277V.IES ERL1_03D340_-347-480V.IES ERL1_03D330_-120-277V.IES ERL1_03D330_-347-480V.IES ERL1_03D327_-120-277V.IES ERL1_03D327--347-480V.IES E3 B1-U0-G1 B1-U0-G1 B1-U0-G1 ERL1_03E340_-120-277V.IES ERL1_03E340_-347-480V.IES ERL1_03E330_-120-277V.IES ERL1_03E330_-347-480V.IES ERL1_03E327_-120-277V.IES ERL1_03E327_-347-480V.IES A3 B1-U0-G1 B1-U0-G1 B1-U0-G1 ERL1_04A340_-120-277V.IES ERL1_04A340_-347-480V.IES ERL1_04A330_-120-277V.IES ERL1_04A330_-347-480V.IES ERL1_04A327_-120-277V.IES ERL1_04A327_-347-480V.IES B3 B1-U0-G1 B1-U0-G1 B1-U0-G1 ERL1_04B340_-120-277V.IES ERL1_04B340_-347-480V.IES ERL1_04B330_-120-277V.IES ERL1_04B330_-347-480V.IES ERL1_04B327_-120-277V.IES ERL1_04B327_-347-480V.IES 04 C3 4000 3900 3800 31 34 B1-U0-G1 B1-U0-G1 B1-U0-G1 ERL1_04C340_-120-277V.IES ERL1_04C340_-347-480V.IES ERL1_04C330_-120-277V.IES ERL1_04C330_-347-480V.IES ERL1_04C327_-120-277V.IES ERL1_04C327_-347-480V.IES D3 B1-U0-G1 B1-U0-G1 B1-U0-G1 ERL1_04D340_-120-277V.IES ERL1_04D340_-347-480V.IES ERL1_04D330_-120-277V.IES ERL1_04D330_-347-480V.IES ERL1_04D327_-120-277V.IES ERL1_04D327_-347-480V.IES E3 B1-U0-G1 B1-U0-G1 B1-U0-G1 ERL1_04E340_-120-277V.IES ERL1_04E340_-347-480V.IES ERL1_04E330_-120-277V.IES ERL1_04E330_-347-480V.IES ERL1_04E327_-120-277V.IES ERL1_04E327_-347-480V.IES A3 B1-U0-G1 B1-U0-G1 B1-U0-G1 ERL1_05A340_-120-277V.IES ERL1_05A340_-347-480V.IES ERL1_05A330_-120-277V.IES ERL1_05A330_-347-480V.IES ERL1_05A327_-120-277V.IES ERL1_05A327_-347-480V.IES B3 B1-U0-G1 B1-U0-G1 B1-U0-G1 ERL1_05B340_-120-277V.IES ERL1_05B340_-347-480V.IES ERL1_05B330_-120-277V.IES ERL1_05B330_-347-480V.IES ERL1_05B327_-120-277V.IES ERL1_05B327_-347-480V.IES 05 C3 5000 4900 4700 39 43 B1-U0-G2 B1-U0-G2 B1-U0-G2 ERL1_05C340_-120-277V.IES ERL1_05C340_-347-480V.IES ERL1_05C330_-120-277V.IES ERL1_05C330_-347-480V.IES ERL1_05C327_-120-277V.IES ERL1_05C327_-347-480V.IES D3 B1-U0-G1 B1-U0-G1 B1-U0-G1 ERL1_05D340_-120-277V.IES ERL1_05D340_-347-480V.IES ERL1_05D330_-120-277V.IES ERL1_05D330_-347-480V.IES ERL1_05D327_-120-277V.IES ERL1_05D327_-347-480V.IES E3 B2-U0-G2 B1-U0-G1 B1-U0-G1 ERL1_05E340_-120-277V.IES ERL1_05E340_-347-480V.IES ERL1_05E330_-120-277V.IES ERL1_05E330_-347-480V.IES ERL1_05E327_-120-277V.IES ERL1_05E327_-347-480V.IES A3 B2-U0-G2 B2-U0-G2 B2-U0-G2 ERL1_06A340_-120-277V.IES ERL1_06A340_-347-480V.IES ERL1_06A330_-120-277V.IES ERL1_06A330_-347-480V.IES ERL1_06A327_-120-277V.IES ERL1_06A327_-347-480V.IES B3 B1-U0-G2 B1-U0-G2 B1-U0-G2 ERL1_06B340_-120-277V.IES ERL1_06B340_-347-480V.IES ERL1_06B330_-120-277V.IES ERL1_06B330_-347-480V.IES ERL1_06B327_-120-277V.IES ERL1_06B327_-347-480V.IES06 C3 6000 5800 5700 47 52 B1-U0-G2 B1-U0-G2 B1-U0-G2 ERL1_06C340_-120-277V.IES ERL1_06C340_-347-480V.IES ERL1_06C330_-120-277V.IES ERL1_06C330_-347-480V.IES ERL1_06C327_-120-277V.IES ERL1_06C327_-347-480V.IES D3 B1-U0-G2 B1-U0-G2 B1-U0-G2 ERL1_06D340_-120-277V.IES ERL1_06D340_-347-480V.IES ERL1_06D330_-120-277V.IES ERL1_06D330_-347-480V.IES ERL1_06D327_-120-277V.IES ERL1_06D327_-347-480V.IES E3 B2-U0-G2 B2-U0-G2 B2-U0-G2 ERL1_06E340_-120-277V.IES ERL1_06E340_-347-480V.IES ERL1_06E330_-120-277V.IES ERL1_06E330_-347-480V.IES ERL1_06E327_-120-277V.IES ERL1_06E327_-347-480V.IES A3 B2-U0-G2 B2-U0-G2 B2-U0-G2 ERL1_07A340_____.IES ERL1_07A330_____.IES ERL1_07A327_____.IES B3 B1-U0-G2 B1-U0-G2 B1-U0-G2 ERL1_07B340_____.IES ERL1_07B330_____.IES ERL1_07B327_____.IES07 C3 7000 6800 6600 58 B1-U0-G2 B1-U0-G2 B1-U0-G2 ERL1_07C340_____.IES ERL1_07C330_____.IES ERL1_07C327_____.IES D3 B1-U0-G2 B1-U0-G2 B1-U0-G2 ERL1_07D340_____.IES ERL1_07D330_____.IES ERL1_07D327_____.IES E3 B2-U0-G2 B2-U0-G2 B2-U0-G2 ERL1_07E340_____.IES ERL1_07E330_____.IES ERL1_07E327_____.IES A3 B2-U0-G2 B2-U0-G2 B2-U0-G2 ERL1_08A340_____.IES ERL1_08A330_____.IES ERL1_08A327_____.IES B3 B2-U0-G2 B2-U0-G2 B2-U0-G2 ERL1_08B340_____.IES ERL1_08B330_____.IES ERL1_08B327_____.IES08 C3 8000 7800 7600 71 B1-U0-G2 B1-U0-G2 B1-U0-G2 ERL1_08C340_____.IES ERL1_08C330_____.IES ERL1_08C327_____.IES D3 B1-U0-G2 B1-U0-G2 B1-U0-G2 ERL1_08D340_____.IES ERL1_08D330_____.IES ERL1_08D327_____.IES E3 B2-U0-G2 B2-U0-G2 B2-U0-G2 ERL1_08E340_____.IES ERL1_08E330_____.IES ERL1_08E327_____.IES A3 B2-U0-G2 B2-U0-G2 B2-U0-G2 ERL1_09A340_____.IES ERL1_09A330_____.IES ERL1_09A327_____.IES B3 B2-U0-G2 B2-U0-G2 B2-U0-G2 ERL1_09B340_____.IES ERL1_09B330_____.IES ERL1_09B327_____.IES09 C3 9000 8800 8500 84 B2-U0-G2 B1-U0-G2 B1-U0-G2 ERL1_09C340_____.IES ERL1_09C330_____.IES ERL1_09C327_____.IES D3 B1-U0-G2 B1-U0-G2 B1-U0-G2 ERL1_09D340_____.IES ERL1_09D330_____.IES ERL1_09D327_____.IES E3 B2-U0-G2 B2-U0-G2 B2-U0-G2 ERL1_09E340_____.IES ERL1_09E330_____.IES ERL1_09E327_____.IES A3 B2-U0-G2 B2-U0-G2 B2-U0-G2 ERL1_10A340_____.IES ERL1_10A330_____.IES ERL1_10A327_____.IES B3 B2-U0-G2 B2-U0-G2 B2-U0-G2 ERL1_10B340_____.IES ERL1_10B330_____.IES ERL1_10B327_____.IES10 C3 9800 9600 9250 97 B2-U0-G2 B2-U0-G2 B2-U0-G2 ERL1_10C340_____.IES ERL1_10C330_____.IES ERL1_10C327_____.IES D3 B1-U0-G2 B1-U0-G2 B1-U0-G2 ERL1_10D340_____.IES ERL1_10D330_____.IES ERL1_10D327_____.IES E3 B2-U0-G2 B2-U0-G2 B2-U0-G2 ERL1_10E340_____.IES ERL1_10E330_____.IES ERL1_10E327_____.IES GE Evolve™ LED Roadway Lighting ERL1-ERLH-ERL2 Project name _________________ Date ________________________ Type ________________________ 4000K120-277V 347-480V 3000K120-277V 347-480V 2700K120-277V 347-480V ◊ ◊ Page 143 of 346 5 Photometrics: Evolve™ LED Streetlight (ERL1) ERL1Type II Narrow (05A340) 5,000 Lumens 4000K ERL1_05A340___.IES ERL1 Type II Wide (05B340) 5,000 Lumens 4000K ERL1_05B340___.IES ERL1 Type III ((05C340) 5,000 Lumens 4000K ERL1_05C340___.IES ERL1 Type IV (05D340) 5,000 Lumens 4000K ERL1_(05D340)___.IES ERL1Type II Enhanced Back Light (05E340) 5,000 Lumens 4000K ERL1_(05E340)___.IES Grid Distance in Units of Mounting Height at 30’ Initial Footcandle Values at Grade Grid Distance in Units of Mounting Height at 30’ Initial Footcandle Values at Grade Grid Distance in Units of Mounting Height at 30’ Initial Footcandle Values at Grade Grid Distance in Units of Mounting Height at 30’ Initial Footcandle Values at Grade Grid Distance in Units of Mounting Height at 30’ Initial Footcandle Values at Grade — Vertical plane through horizontal angle of Max. Cd at 80°— Horizontal cone through vertical angle of Max. Cd at 67° — Vertical plane through horizontal angle of Max. Cd at 75°— Horizontal cone through vertical angle of Max. Cd at 69° — Vertical plane through horizontal angle of Max. Cd at 75°— Horizontal cone through vertical angle of Max. Cd at 70° — Vertical plane through horizontal angle of Max. Cd at 55°— Horizontal cone through vertical angle of Max. Cd at 64° — Vertical plane through horizontal angle of Max. Cd at 75°— Horizontal cone through vertical angle of Max. Cd at 67° 1137 2275 3412 4550 1 2 889 1778 2667 3555 1 2 890 1780 2670 3559 1 2 695 1390 2085 2781 1 2 854 1708 2562 3416 1 2 .1 .2 .5 .1 .2 .5 .1 .2 .5 .1.2.5 .1 .2 .5 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 0 1 2 3 4 5Street Width / Mounting Height SS HS Co e f f i c i e n t s o f U t i l i z a t i o n 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 012345Street Width / Mounting Height SS HS Co e f f i c i e n t s o f U t i l i z a t i o n 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 012345Street Width / Mounting Height SS HS Co e f f i c i e n t s o f U t i l i z a t i o n 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 012345Street Width / Mounting Height SS HS Co e f f i c i e n t s o f U t i l i z a t i o n 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 012345Street Width / Mounting Height SS HS Co e f f i c i e n t s o f U t i l i z a t i o n Page 144 of 346 6 E R L H _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ PROD. ID VOLTAGE LUMENOUTPUT 0 = 120-277V*1 = 1202 = 2083 = 2404 = 2775 = 480D = 347H = 347-480* * Not available with Fusing. Must choose a discrete voltage with F option. 101113141516 See Table OPTIONSCOLORCONTROLSCCTDISTRIBUTION* A = 4 Bolt Slipfitter †F = FusingG = Internal Bubble LevelI = IP66 OpticalL = Tool-Less EntryR = Secondary 10kV/5kA SPDU = DALI Programmable +^X = Single Package #Y = Coastal Finish *XXX = Special Options † Contact manufacturer for Lead-Time. # "X" option provides single pack box per fixture. Std Packaging = 20 units per Magna pak container. * Recommended for installations within 750 ft. from the coast. Contact Factory for Lead-Time. + Compatible with LightGrid 2.0 nodes. ^ Not available in 347V, 480V or 347-480V. GRAY = GrayBLCK = BlackDKBZ = Dark Bronze A = ANSI C136.41 7-pinD = ANSI C136.41 7-pin with Shorting CapE = ANSI C136.41 7-pin with non-Dimming PE Control.* *PE Control Only available for120-277V or 480V Discrete. Not available for 347-480V or 347V Discrete. NOTE: Dimming controls wired for 0-10V standard unless DALI option “U” requested. 30 = 3000K40 = 4000K Select 3000K CCT for IDA approved units. E = Evolve R = Roadway L = Local H = High Output A3 = Type II NarrowB3 = Type II WideC3 = Type IIID3 = Type IVE3 = Type II Enhanced Back Light See Table *Nominal IES Type classing subject to typical variation, individual units may differ. LUMEN OUTPUT DISTRIBUTION 4000K 4000K3000K 3000K120-277V 347-480V TYPICAL SYSTEM WATTAGETYPICALINITIAL LUMENS BUG RATING IES FILE NUMBER A3 B2-U0-G2 B2-U0-G2 ERLH_10A340_____.IES ERLH_10A330_____.IES B3 B2-U0-G2 B2-U0-G2 ERLH_10B340_____.IES ERLH_10B330_____.IES 10 C3 10000 9600 82 82 B2-U0-G3 B2-U0-G2 ERLH_10C340_____.IES ERLH_10C330_____.IES D3 B1-U0-G3 B1-U0-G2 ERLH_10D340_____.IES ERLH_10D330_____.IES E3 B3-U0-G3 B3-U0-G3 ERLH_10E340_____.IES ERLH_10E330_____.IES A3 B3-U0-G3 B2-U0-G2 ERLH_11A340_____.IES ERLH_11A330_____.IES B3 B3-U0-G3 B2-U0-G2 ERLH_11B340_____.IES ERLH_11B330_____.IES 11 C3 11500 11000 98 98 B2-U0-G3 B2-U0-G3 ERLH_11C340_____.IES ERLH_11C330_____.IES D3 B1-U0-G3 B1-U0-G2 ERLH_11D340_____.IES ERLH_11D330_____.IES E3 B3-U0-G3 B3-U0-G3 ERLH_11E340_____.IES ERLH_11E330_____.IES A3 B3-U0-G3 B3-U0-G3 ERLH_13A340_____.IES ERLH_13A330_____.IES B3 B2-U0-G3 B2-U0-G3 ERLH_13B340_____.IES ERLH_13B330_____.IES 13 C3 13000 12500 111 111 B2-U0-G3 B2-U0-G3 ERLH_13C340_____.IES ERLH_13C330_____.IES D3 B2-U0-G3 B2-U0-G3 ERLH_13D340_____.IES ERLH_13D330_____.IES E3 B3-U0-G3 B3-U0-G3 ERLH_13E340_____.IES ERLH_13E330_____.IES A3 B3-U0-G3 B3-U0-G3 ERLH_14A340_____.IES ERLH_14A330_____.IES B3 B2-U0-G3 B2-U0-G3 ERLH_14B340_____.IES ERLH_14B330_____.IES 14 C3 14000 13400 122 122 B2-U0-G3 B2-U0-G3 ERLH_14C340_____.IES ERLH_14C330_____.IES D3 B2-U0-G3 B2-U0-G3 ERLH_14D340_____.IES ERLH_14D330_____.IES E3 B3-U0-G3 B3-U0-G3 ERLH_14E340_____.IES ERLH_14E330_____.IES A3 B3-U0-G3 B3-U0-G3 ERLH_15A340_____.IES ERLH_15A330_____.IES B3 B2-U0-G3 B2-U0-G3 ERLH_15B340_____.IES ERLH_15B330_____.IES 15 C3 15000 14400 136 136 B2-U0-G3 B2-U0-G3 ERLH_15C340_____.IES ERLH_15C330_____.IES D3 B2-U0-G3 B2-U0-G3 ERLH_15D340_____.IES ERLH_15D330_____.IES E3 B3-U0-G3 B3-U0-G3 ERLH_15E340_____.IES ERLH_15E330_____.IES A3 B3-U0-G3 B3-U0-G3 ERLH_16A340_____.IES ERLH_16A330_____.IES B3 B3-U0-G3 B3-U0-G3 ERLH_16B340_____.IES ERLH_16B330_____.IES 16 C3 16000 15300 149 149 B2-U0-G3 B2-U0-G3 ERLH_16C340_____.IES ERLH_16C330_____.IES D3 B2-U0-G3 B2-U0-G3 ERLH_16D340_____.IES ERLH_16D330_____.IES E3 B3-U0-G3 B3-U0-G3 ERLH_16E340_____.IES ERLH_16E330_____.IES GE Evolve™ LED Roadway Lighting ERL1-ERLH-ERL2 Project name _________________ Date ________________________ Type ________________________ 4000K 3000K ◊ ◊ Page 145 of 346 7 Photometrics: Evolve™ LED Streetlight (ERLH) ERLH Type II Narrow (13A340) 13,000 Lumens 4000K ERLH_13A340___.IES ERLHType II Wide (13B340) 13,000 Lumens 4000K ERLH_13B340___.IES ERLHType III (13C340) 13,000 Lumens 4000K ERLH_13C340___.IES ERLH Type IV 13D340 13,000 Lumens 4000K ERLH_13D340___.IES ERLH Type II Enhanced Back Light 13E340 13,000 Lumens 4000K ERLH_13E340___.IES Grid Distance in Units of Mounting Height at 30’ Initial Footcandle Values at Grade Grid Distance in Units of Mounting Height at 30’ Initial Footcandle Values at Grade Grid Distance in Units of Mounting Height at 30’ Initial Footcandle Values at Grade Grid Distance in Units of Mounting Height at 30’ Initial Footcandle Values at Grade Grid Distance in Units of Mounting Height at 30’ Initial Footcandle Values at Grade — Vertical plane through horizontal angle of Max. Cd at 80°— Horizontal cone through vertical angle of Max. Cd at 69° — Vertical plane through horizontal angle of Max. Cd at 75°— Horizontal cone through vertical angle of Max. Cd at 72° — Vertical plane through horizontal angle of Max. Cd at 75°— Horizontal cone through vertical angle of Max. Cd at 71° — Vertical plane through horizontal angle of Max. Cd at 55°— Horizontal cone through vertical angle of Max. Cd at 65° — Vertical plane through horizontal angle of Max. Cd at 75°— Horizontal cone through vertical angle of Max. Cd at 69° 3467 6934 10400 13867 1 2 2670 5341 8011 10682 1 2 2405 4810 7215 9620 1 2 1795 3591 5386 7182 1 2 2630 5260 7890 1 2 10520 .1 .2 .5 .1.2 .5 .1 .2 .5 .1.2 .5 .1 .2 .5 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 012345Street Width / Mounting Height SS HS Co e f f i c i e n t s o f U t i l i z a t i o n 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 012345Street Width / Mounting Height SS HS Co e f f i c i e n t s o f U t i l i z a t i o n 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 012345Street Width / Mounting Height SS HS Co e f f i c i e n t s o f U t i l i z a t i o n 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 012345Street Width / Mounting Height SS HS Co e f f i c i e n t s o f U t i l i z a t i o n 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 012345Street Width / Mounting Height SS HSCo e f f i c i e n t s o f U t i l i z a t i o n Page 146 of 346 8 E R L 2 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ PROD. ID VOLTAGE LUMENOUTPUT 0 = 120-277V*1 = 1202 = 2083 = 2404 = 2775 = 480D = 347H = 347-480* * Not available with Fusing. Must choose a discrete voltage with F option. 161819212325272830 See Table OPTIONSCOLORCONTROLSCCTDISTRIBUTION* A = 4 Bolt Slipfitter †F = FusingG = Internal Bubble LevelI = IP66 OpticalL = Tool-Less EntryR = Secondary 10kV/5kA SPDU = DALI Programmable ^Y = Coastal Finish *XXX = Special Options † Contact manufacturer for Lead-Time. * Recommended for installations within 750 ft. from the coast. Contact Factory for Lead-Time. + Compatible with LightGrid 2.0 nodes. ^ Not available in 347V, 480V or 347-480V. GRAY = GrayBLCK = BlackDKBZ = Dark Bronze A = ANSI C136.41 7-pinD = ANSI C136.41 7-pin with Shorting CapE = ANSI C136.41 7-pin with non-Dimming PE Control.* *PE Control Only available for120-277V or 480V Discrete. Not available for 347-480V or 347V Discrete. NOTE: Dimming controls wired for 0-10V standard unless DALI option “U” requested. E = Evolve R = Roadway L = Local 2 = Double Module A3 = Type II NarrowB3 = Type II WideC3 = Type IIID3 = Type IVE3 = Type II Enhanced Back Light See Table *Nominal IES Type classing subject to typical variation, individual units may differ. LUMEN OUTPUT DISTRIBUTION 4000K 4000K3000K 3000K120-277V 347-480V TYPICAL SYSTEM WATTAGETYPICALINITIAL LUMENS BUG RATING 4000K120-277V 347-480V 3000K120-277V 347-480V IES FILE NUMBER A3 B3-U0-G3 B3-U0-G3 ERL2_16A340_____.IES ERL2_16A330_____.IES B3 B3-U0-G3 B3-U0-G3 ERL2_16B340_____.IES ERL2_16B330_____.IES 16 C3 16000 15300 120 120 B2-U0-G3 B2-U0-G3 ERL2_16C340_____.IES ERL2_16C330_____.IES D3 B2-U0-G3 B2-U0-G3 ERL2_16D340_____.IES ERL2_16D330_____.IES E3 B3-U0-G3 B3-U0-G3 ERL2_16E340_____.IES ERL2_16E330_____.IES A3 B3-U0-G3 B3-U0-G3 ERL2_18A340_____.IES ERL2_18A330_____.IES B3 B3-U0-G3 B3-U0-G3 ERL2_18B340_____.IES ERL2_18B330_____.IES 18 C3 18000 17300 140 140 B2-U0-G3 B2-U0-G3 ERL2_18C340_____.IES ERL2_18C330_____.IES D3 B2-U0-G3 B2-U0-G3 ERL2_18D340_____.IES ERL2_18D330_____.IES E3 B3-U0-G3 B3-U0-G3 ERL2_18E340_____.IES ERL2_18E330_____.IES A3 B3-U0-G3 B3-U0-G3 ERL2_19A340_____.IES ERL2_19A330_____.IES B3 B3-U0-G3 B3-U0-G3 ERL2_19B340_____.IES ERL2_19B330_____.IES 19 C3 19000 18200 149 149 B3-U0-G3 B2-U0-G3 ERL2_19C340_____.IES ERL2_19C330_____.IES D3 B2-U0-G3 B2-U0-G3 ERL2_19D340_____.IES ERL2_19D330_____.IES E3 B3-U0-G3 B3-U0-G3 ERL2_19E340_____.IES ERL2_19E330_____.IES A3 B3-U0-G3 B3-U0-G3 ERL2_21A340_-120-277V.IES ERL2_21A340_-347-480V.IES ERL2_21A330_-120-277V.IES ERL2_21A330_-347-480V.IES B3 B3-U0-G3 B3-U0-G3 ERL2_21B340_-120-277V.IES ERL2_21B340_-347-480V.IES ERL2_21B330_-120-277V.IES ERL2_21B330_-347-480V.IES 21 C3 21000 20100 174 177 B3-U0-G4 B3-U0-G3 ERL2_21C340_-120-277V.IES ERL2_21C340_-347-480V.IES ERL2_21C330_-120-277V.IES ERL2_21C330_-347-480V.IES D3 B2-U0-G3 B2-U0-G3 ERL2_21D340_-120-277V.IES ERL2_21D340_-347-480V.IES ERL2_21D330_-120-277V.IES ERL2_21D330_-347-480V.IES E3 B3-U0-G3 B3-U0-G3 ERL2_21E340_-120-277V.IES ERL2_21E340_-347-480V.IES ERL2_21E330_-120-277V.IES ERL2_21E330_-347-480V.IES A3 B3-U0-G3 B3-U0-G3 ERL2_23A340_-120-277V.IES ERL2_23A340_-347-480V.IES ERL2_23A330_-120-277V.IES ERL2_23A330_-347-480V.IES B3 B3-U0-G3 B3-U0-G3 ERL2_23B340_-120-277V.IES ERL2_23B340_-347-480V.IES ERL2_23B330_-120-277V.IES ERL2_23B330_-347-480V.IES 23 C3 23000 22100 194 196 B3-U0-G4 B3-U0-G4 ERL2_23C340_-120-277V.IES ERL2_23C340_-347-480V.IES ERL2_23C330_-120-277V.IES ERL2_23C330_-347-480V.IES D3 B2-U0-G4 B2-U0-G4 ERL2_23D340_-120-277V.IES ERL2_23D340_-347-480V.IES ERL2_23D330_-120-277V.IES ERL2_23D330_-347-480V.IES E3 B4-U0-G4 B3-U0-G3 ERL2_23E340_-120-277V.IES ERL2_23E340_-347-480V.IES ERL2_23E330_-120-277V.IES ERL2_23E330_-347-480V.IES A3 B3-U0-G3 B3-U0-G3 ERL2_25A340_____.IES ERL2_25A330_____.IES B3 B3-U0-G3 B3-U0-G3 ERL2_25B340_____.IES ERL2_25B330_____.IES 25 C3 25000 24000 214 214 B3-U0-G4 B3-U0-G4 ERL2_25C340_____.IES ERL2_25C330_____.IES D3 B2-U0-G4 B2-U0-G4 ERL2_25D340_____.IES ERL2_25D330_____.IES E3 B4-U0-G4 B4-U0-G4 ERL2_25E340_____.IES ERL2_25E330_____.IES A3 B3-U0-G3 B3-U0-G3 ERL2_27A340_____.IES ERL2_27A330_____.IES B3 B3-U0-G4 B3-U0-G4 ERL2_27B340_____.IES ERL2_27B330_____.IES 27 C3 27000 25900 237 237 B3-U0-G4 B3-U0-G4 ERL2_27C340_____.IES ERL2_27C330_____.IES D3 B2-U0-G4 B2-U0-G4 ERL2_27D340_____.IES ERL2_27D330_____.IES E3 B4-U0-G4 B4-U0-G4 ERL2_27E340_____.IES ERL2_27E330_____.IES A3 B3-U0-G3 B3-U0-G3 ERL2_28A340_____.IES ERL2_28A330_____.IES B3 B3-U0-G4 B3-U0-G4 ERL2_28B340_____.IES ERL2_28B330_____.IES 28 C3 28000 26900 251 251 B3-U0-G4 B3-U0-G4 ERL2_28C340_____.IES ERL2_28C330_____.IES D3 B2-U0-G4 B2-U0-G4 ERL2_28D340_____.IES ERL2_28D330_____.IES E3 B4-U0-G4 B4-U0-G4 ERL2_28E340_____.IES ERL2_28E330_____.IES A3 B4-U0-G4 B4-U0-G4 ERL2_30A340_____.IES ERL2_30A330_____.IES B3 B3-U0-G4 B3-U0-G4 ERL2_30B340_____.IES ERL2_30B330_____.IES 30 C3 30000 28800 278 278 B3-U0-G4 B3-U0-G4 ERL2_30C340_____.IES ERL2_30C330_____.IES D3 B2-U0-G4 B2-U0-G4 ERL2_30D340_____.IES ERL2_30D330_____.IES E3 B4-U0-G4 B4-U0-G4 ERL2_30E340_____.IES ERL2_30E330_____.IES GE Evolve™ LED Roadway Lighting ERL1-ERLH-ERL2 Project name _________________ Date ________________________ Type ________________________ 30 = 3000K 40 = 4000K Select 3000K CCT for IDA approved units. ◊ ◊ Page 147 of 346 9 Photometrics: Evolve™ LED Streetlight (ERL2) ERL2 Type II Narrow (23A340) 23,000 Lumens 4000K ERL2_23A340___.IES ERL2 Type II Wide (23B340) 23,000 Lumens 4000K ERL2_23B340___.IES ERL2Type III (23C340) 23,000 Lumens 4000K ERL2_23C340___.IES ERL2 Type IV (23D340) 23,000 Lumens 4000K ERL2_23D340___.IES ERL2 Type II Enhanced Back Light (23E340) 23,000 Lumens 4000K ERL2_23E340___.IES Grid Distance in Units of Mounting Height at 30’ Initial Footcandle Values at Grade Grid Distance in Units of Mounting Height at 30’ Initial Footcandle Values at Grade Grid Distance in Units of Mounting Height at 30’ Initial Footcandle Values at Grade Grid Distance in Units of Mounting Height at 30’ Initial Footcandle Values at Grade Grid Distance in Units of Mounting Height at 30’ Initial Footcandle Values at Grade — Vertical plane through horizontal angle of Max. Cd at 80°— Horizontal cone through vertical angle of Max. Cd at 69° — Vertical plane through horizontal angle of Max. Cd at 75°— Horizontal cone through vertical angle of Max. Cd at 72° — Vertical plane through horizontal angle of Max. Cd at 75°— Horizontal cone through vertical angle of Max. Cd at 71° — Vertical plane through horizontal angle of Max. Cd at 55°— Horizontal cone through vertical angle of Max. Cd at 65° — Vertical plane through horizontal angle of Max. Cd at 75°— Horizontal cone through vertical angle of Max. Cd at 69° 6134 12267 18401 24534 1 2 4725 9449 14174 18899 1 2 4255 8510 12765 17020 1 2 3177 6353 9530 12706 1 2 4653 9306 13959 18612 1 2 .1 .2 .5 .1 .2 .5 .1 .2 .5 .1.2 .5 .1 .2 .5 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 012345Street Width / Mounting Height SS HS Co e f f i c i e n t s o f U t i l i z a t i o n 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 012345Street Width / Mounting Height SS HS Co e f f i c i e n t s o f U t i l i z a t i o n 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 012345Street Width / Mounting Height SS HS Co e f f i c i e n t s o f U t i l i z a t i o n 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 012345Street Width / Mounting Height SS HS Co e f f i c i e n t s o f U t i l i z a t i o n 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 012345Street Width / Mounting Height SS HSCo e f f i c i e n t s o f U t i l i z a t i o n Page 148 of 346 10 GE Evolve™ LED Roadway Lighting ERL1-ERLH-ERL2 Product Dimensions: Evolve™ LED Streetlight (ERL1) SIDE VIEW • Approximate net weight: 12.4 lbs (5.6kgs) -15.5 lbs (7.0kgs) with XFMR • Effective Projected Area (EPA): 0.5 sq ft max (0.046 sq m)DA T A BACK VIEW FRONT VIEW 22.1 in.[561 mm] 13.5 in.[344 mm] 14.7 in. R[373 mm R] 5.4 in.[137 mm] 6.4 in.[162 mm]4.2 in.[107mm] ADJUSTABLE FOR 1-1/4 to 2 inch PIPE (1.660 to 2.375 inch OD)[42 to 60 mm OD] 5.0 in.[127 mm] Page 149 of 346 11 GE Evolve™ LED Roadway Lighting ERL1-ERLH-ERL2 Product Dimensions: Evolve™ LED Streetlight (ERLH) SIDE VIEWBACK VIEW FRONT VIEW ADJUSTABLE FOR 1-1/4 to 2 inch PIPE (1.660 to 2.375 inch OD)[42 to 60 mm OD] 22.1 in.[561 mm] 13.5 in.[344 mm] 14.7 in. R[373 mm R] 9.6 in.[243 mm] 5.4 in.[137 mm] Optional LightGrid Node 6.4 in.[162 mm]4.2 in.[107 mm] 14.2 in.[360 mm] • Approximate net weight: 15.15 lbs (6.9 kgs) - 2 Bolt Slipfitter • Approximate net weight: 15.85 lbs (7.2 kgs) - 4 Bolt Slipfitter • Effective Projected Area (EPA): 0.5 sq ft max (0.046 sq m)DA T A 5.0 in.[127 mm] Page 150 of 346 12 GE Evolve™ LED Roadway Lighting ERL1-ERLH-ERL2 Product Dimensions: Evolve™ LED Streetlight (ERL2) SIDE VIEWBACK VIEW FRONT VIEW • Approximate net weight: 24.0 lbs (10.9 kgs) Contact manufacturer for specific configuration weight. • Effective Projected Area (EPA): 0.57 sq ft max (0.053 sq m)DA T A 26.3 in.[667 mm] 12.8 in.[324 mm] 14.0 in. R[355.6 mm R] 5.4 in.[137 mm] 9.6 in.[243 mm] 6.4 in.[162 mm] OptionalLightGridNode 4.3 in.[110mm] ADJUSTABLE FOR 1-1/4 to 2 inch PIPE (1.660 to 2.375 inch OD)[42 to 60 mm OD] 5.0 in.[127 mm] All trademarks are the property of their respective owners. Information provided is subject to change without notice. All values are design or typical values when measured under laboratoryconditions. Current, powered by GE is a business of the General Electric Company. © 2017 GE. www.currentbyge.com OLP3128 (Rev 12/21/17) Page 151 of 346 Evolve™ LED Area Light Scalable Wall Pack (EWS3) Page 152 of 346 The GE Evolve LED Scalable Wall Pack is optimized for customers looking for an efficient and reliable LED solution to replace 75W - 250W Metal Halide wall mounted, site, area and general lighting applications. Depending on the application, Evolve™ LED Scalable Wall Pack can yield up to a 75% reduction in system energy consumption compared with standard HID systems. Standard 0-10V dimming and an optional motion sensor with daylight harvesting can provide additional energy savings. The EWS3 offers a typical 105 LPW and is available in key lumen packages and reflective optics to optimize light output for most applications. This reliable system operates well in cold temperatures and offers more than 11 years of service life to reduce maintenance frequency and expense, based on a 50,000 hour rated life and 12 hours of operation per day. Containing no mercury or lead, this environmentally responsible product is RoHS compliant. Product Features Applications • Wall mounted, site, area and general lighting utilizing an advanced LED optical system providing uniformity, vertical light distribution, reduced offsite visibility, reduced on-site glare and effective security light levels. Housing • Die-cast aluminum housing. • Sleek architectural design incorporating a heat sink directly into the unit ensuring maximum heat transfer and long LED life. • Meets 1.5 G vibration standards per ANSI C136.31-2010. LED & Optical Assembly • Structured LED array for optimized light distribution. • Evolve™ LED light engine utilizes reflective technology to optimize application efficiency and minimize glare. • Utilizes high brightness LEDs, 70 CRI at 3000K, 4000K & 5000K typical. • LM-79 tests and reports are performed in accordance with IESNA standards. Lumen Maintenance • Projected L90>47,000 hours per IES TM-21 • Projected Lxx per IES TM-21 at 25°C for reference: Lumen Ambient Temperature Factors: Ratings • listed, suitable for wet locations. • listed with option code “J” SKUs. • IP 65 rated optical enclosure per ANSI C136.25-2013. • Title 24 compliant with motion sensor option. • Temperature rated at –40° to 50°C. (35°C for high wattage 90W SKU). • Upward Light Output Ratio (ULOR) = 0 • Complies with the material restrictions of RoHS. Mounting • Flush wall mount to “J” box with inspection hole for IP 65. Finish • Corrosion resistant polyester powder paint, minimum 2.0 mil. thickness. • Standard colors: Black and Dark Bronze. • RAL & custom colors available. Electrical • 120-277 volt and 347-480 volt available. • System power factor is >90% and THD <20%*. • Surge protection per ANSI C136.2-2015: - Exceeds “Basic” (6kV/3kA) (120 strike) • EMI: FCC Title 47 CFR Part 15 Class A. • Motion sensor with dimming capability available with “H” option code. • Button PE Sensitivity: Fixture on-3.5Fc Fixture off-11.8 Fc * System THD <26% for 347-480v supply with A7 power level. Accessories • Escutcheon Plates - See page 6 Warranty • 5 Year standard EWS3 L94 L89 L80 SKU 25,000 HR 50,000 HR 100,000 HR LXX (10K)@HOURS Note: 1) Projected Lxx based on LM80 (10,000 hour testing). 2) DOE Lighting Facts Verification Testing Tolerances apply to initial Luminous flux and lumen maintenance measurements. 10 1.02 20 1.01 25 1.00 30 0.99 40 0.98 50 0.97 AMBIENTTEMPERATURE (°C)INITIALFLUX FACTOR Page 153 of 346 PROD. ID VOLTAGE POWERLEVEL 0 = 120-277*1 = 1202 = 2083 = 2404 = 2775 = 480D = 347H = 347-480* *Not available with Fusing. Must choose a descreet voltage with F Option. OPTIONSCOLORPE FUNCTION F = Fusing H = Motion Sensor*J = cUL/CanadaXXX = Special Options *Option H only available in 120-277V. Reference page 5 (under H Motion Sensing Option) for more details. BLCK = BlackDKBZ = Dark BronzeGRAY = GrayWHTE = White Contact manufacturerfor other colors. 1 = None3 = Button PE* * Button PE not available with motion sensor option. Only available with descreet voltages. Not available with voltage options D, H or 5. LED COLOR TEMP 30 = 3000K 40 = 4000K 50 = 5000K PHOTOMETRICTYPE D1 = Asymmetric ForwardE1 = Asymmetric Medium E = EvolveW = WallpackS = Scalable3 = Product Generation E W S 3 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Ordering Number Logic Scalable Wall Pack (EWS3) A7 D1 2800 2900 25 28 1-0-1 1-0-1 EWS3_A7D130_____-120-277V.IES EWS3_A7D140_____-120-277V.IES EWS3_A7D150_____-120-277V.IES E1 2800 2900 25 28 1-0-0 1-0-1 EWS3_A7E130_____-120-277V.IES EWS3_A7E140_____-120-277V.IES EWS3_A7E150_____-120-277V.IES B7 D1 3700 3800 32 35 1-0-1 1-0-1 EWS3_B7D130_____-120-277V.IES EWS3_B7D140_____-120-277V.IES EWS3_B7D150_____-120-277V.IES E1 3700 3800 32 35 1-0-1 1-0-1 EWS3_B7E130_____-120-277V.IES EWS3_B7E140_____-120-277V.IES EWS3_B7E150_____-120-277V.IES C7 D1 4900 5000 41 45 1-0-1 1-0-1 EWS3_C7D130_____-120-277V.IES EWS3_C7D140_____-120-277V.IES EWS3_C7D150_____-120-277V.IES E1 4900 5000 41 45 1-0-1 1-0-1 EWS3_C7E130_____-120-277V.IES EWS3_C7E140_____-120-277V.IES EWS3_C7E150_____-120-277V.IES D3 D1 6500 6700 67 67 2-0-1 2-0-1 EWS3_D3D130_____.IES EWS3_D3D140_____.IES EWS3_D3D150_____.IES E1 6500 6700 67 67 2-0-1 2-0-1 EWS3_D3E130_____.IES EWS3_D3E140_____.IES EWS3_D3E150_____.IES E3 D1 8200 8600 90 90 2-0-2 2-0-2 EWS3_E3D130_____.IES EWS3_E3D140_____.IES EWS3_E3D150_____.IES E1 8200 8600 90 90 2-0-1 2-0-1 EWS3_E3E130_____.IES EWS3_E3E140_____.IES EWS3_E3E150_____.IES A7 D1 2800 2900 25 28 1-0-1 1-0-1 EWS3_A7D130_____-347-480V.IES EWS3_A7D140_____-347-480V.IES EWS3_A7D150_____-347-480V.IES E1 2800 2900 25 28 1-0-0 1-0-1 EWS3_A7E130_____-347-480V.IES EWS3_A7E140_____-347-480V.IES EWS3_A7E150_____-347-480V.IES B7 D1 3700 3800 32 35 1-0-1 1-0-1 EWS3_B7D130_____-347-480V.IES EWS3_B7D140_____-347-480V.IES EWS3_B7D150_____-347-480V.IES E1 3700 3800 32 35 1-0-1 1-0-1 EWS3_B7E130_____-347-480V.IES EWS3_B7E140_____-347-480V.IES EWS3_B7E150_____-347-480V.IES C7 D1 4900 5000 41 45 1-0-1 1-0-1 EWS3_C7D130_____-347-480V.IES EWS3_C7D140_____-347-480V.IES EWS3_C7D150_____-347-480V.IES E1 4900 5000 41 45 1-0-1 1-0-1 EWS3_C7E130_____-347-480V.IES EWS3_C7E140_____-347-480V.IES EWS3_C7E150_____-347-480V.IES D3 D1 6500 6700 67 67 2-0-1 2-0-1 EWS3_D3D130_____.IES EWS3_D3D140_____.IES EWS3_D3D150_____.IES E1 6500 6700 67 67 2-0-1 2-0-1 EWS3_D3E130_____.IES EWS3_D3E140_____.IES EWS3_D3E150_____.IES E3 D1 8200 8600 90 90 2-0-2 2-0-2 EWS3_E3D130_____.IES EWS3_E3D140_____.IES EWS3_E3D150_____.IES E1 8200 8600 90 90 2-0-1 2-0-1 EWS3_E3E130_____.IES EWS3_E3E140_____.IES EWS3_E3E150_____.IES POWERLEVEL POWERLEVEL PHOTOMETRICTYPE PHOTOMETRICTYPE 3000K 3000K 4000K & 5000K 4000K & 5000K 120-277V 120-277V 347-480V 347-480V 3000K 3000K 4000K & 5000K 4000K & 5000K TYPICAL INITIAL LUMENS TYPICAL INITIAL LUMENS TYPICAL INITIAL LUMENS TYPICAL INITIAL LUMENS TYPICAL SYSTEM WATTAGE TYPICAL SYSTEM WATTAGE IES FILE NUMBERS120-277V 3000K IES FILE NUMBERS347-480V3000K IES FILE NUMBERS120-277V 4000K IES FILE NUMBERS347-480V4000K IES FILE NUMBERS120-277V 5000K IES FILE NUMBERS347-480V5000K B-U-G RATING B-U-G RATING Page 154 of 346 kimley-horn.com 189 S. Orange Avenue, Suite 1000, Orlando, FL 32801 407 898 1511 To : Kristopher McCrain, Associate Planner St. Lucie County Planning & Development Services 2300 Virginia Avenue Fort Pierce, FL 34982 From : Matthew Gillespie, PE Kimley Horn & Associates, Inc. Job Name : 7-Eleven #38944 Fort Pierce NWC of Indrio Road and Kings Highway Job Number : 149752007 Date : 8/27/2019 Time : Meeting Subject : St. Lucie County- Neighborhood Meeting Meeting Attendees: Name Organization Matthew Gillespie Kimley-Horn & Associates Matt Ross Creighton Commercial Development Josh Long Gunster Robert Raynes Gunster Kristopher McCrain St. Lucie County Planning & Development Meeting Summary Notes: The purpose of this meeting was to notify property owners and residents located within 500 feet of the proposed development to allow the public to review the proposed development and provide any feedback. Below is a summary of what was discussed at the meeting. • Residents wanted to know if a security company patrolled the property after hours. Answer is no, but 7-Eleven (SEI) always has a minimum of 2-3 employees onsite along with video recording capabilities that a 3rd party monitors for them. • Drainage was a main topic, specifically in regard to fuel spills, and Residents’ concerns of overloading the storm drainage system so that their properties don’t flood. Project Representatives explained double-walled fuel tanks, and that sheet flow from proposed impervious surfaces is directed away from the western residents. • Another main concern was people trying to do U-turns along Indrio Rd, because their neighborhood already has a lot of that supposedly. We explained that the design will be according to County and FDOT standards and tried to bring up positive points about SEI being a good neighbor. Page 155 of 346 Page 2 kimley-horn.com 189 S. Orange Avenue, Suite 1000, Orlando, FL 32801 407 898 1511 • Landscape buffer along western boundary. The project is proposing a screen wall and has landscaping on both sides to buffer as much as possible. • “Light spillage” was a concern. Project representatives explained that photometric technology and building code is more advanced now then when the other surrounding commercial properties were developed. There will not be any “light spillage” onto their properties. • Residents concern on FPL access to powerline along western side of property. Project representatives explained the wall and landscape buffer would be 10’ from the property line providing room for FPL access to the power lines. • Residents complained the entire area flooded and it didn’t matter what was built, anything would cause more flooding. Kimley Horn explained the codes and requirements for the drainage design, but the resident’s opinions of the drainage issues remained unchanged. This summary serves to document this meeting. If anyone wishes to modify or append to this account, please contact Matthew Gillespie at matthew.gillespie@kimley-horn.com _______________________________ Matthew Gillespie, P.E. #76950 cc: File Page 156 of 346 Document Date: February 5, 2020 Planning & Zoning Commission Planning Division Agenda Item Summary Applicant: 7-Eleven, Inc. Matt Ross 3200 Hackberry Road Irving, TX 75063 (239) 210-0455 mross@creightondev.com Property Owner: Indrio Retail Properties, LLC 2129 Via Fuentes Vero Beach, FL 32963 Project Location: Address TBD - Indrio Road Fort Pierce, FL 34951 Future Land Use: COM (Commercial) Existing Zoning: CN (Commercial, Neighborhood) Staff Recommendation: Forward a recommendation of ap- proval to the Board of County Commissioners to grant a Condi- tional Use Permit to allow the retail sale of beer and wine as accessory to the sale of food within the CN (Commercial Neighborhood) Zon- ing District. Project Planner: Kristopher McCrain Associate Planner Planning & Development Services Department (772) 462-1265 McCrainK@stlucieco.org 7-Eleven @ Indrio Road & Kings Highway Beer & Wine Sales Accessory to Food Sales Conditional Use Permit Project Description: Petition of 7-Eleven, Inc., for a Con- ditional Use Permit allowing the sale of beer and wine as an accessory use to the retail sale of food to be located at the northwest corner of Indrio Road and Kings Highway with- in the CN Zoning District. Background: On June 7, 2019, the applicant, 7- Eleven Inc., submitted an application for a Minor Site Plan, along with three (3) Conditional Use Permit Ap- plications to the Planning and Devel- opment Services Department. The three (3) Conditional Use applica- tions include; a self-service car wash, the sale of beer and wine as an accessory use to the retail sale of food, and gasoline services as an accessory use to a retail food store. The proposed project consists of a 3,454 square foot convenience store, eight (8) fueling pumps (16 fueling stations), and a self-serve car wash. Public Comment Received: On February 5, 2020, thirty-three (33) public notices were sent to ad- jacent property owners within 500 feet of the subject parcel. Notice Requirements: Public hearing notice was placed in the St. Lucie News Tribune on Feb-ruary 7, 2020, letters were sent to all property owners located within 500 feet of the subject property, and a sign was placed on the property. Further details can be found in the staff report. Hearing Date February 20, 2020 Public notice has been provided to all property owners located within 500 feet of the subject parcel. Page 157 of 346 Planning and Development Services Department Planning Division M E M O R A N D U M TO:Planning and Zoning Commission THROUGH:Leslie Olson, AICP, Director Benjamin Balcer, Assistant Director FROM:Kristopher McCrain, Associate Planner DATE:February 7, 2020 SUBJECT:Conditional Use Permit – 7-Eleven @ Indrio Road & Kings Highway Beer and Wine Sales Accessory to the Retail Sale of Food CU-6201925547 GENERAL INFORMATION: Applicant:7-Eleven, Inc. Matt Ross 3200 Hackberry Road Irving, TX 75063 Agent of Gunster Law Firm Record:Joshua I. Long, AICP 800 SE Monterey Commons Blvd. Stuart, FL 34996 Property Indrio Retail Properties LLC Owner:2129 Via Fuentes Vero Beach, FL 32963 Requested To allow the sale of packaged beer and wine as an accessory use to the retail sale of Action:food, located at the northwest corner of Indrio Road and Kings Highway. Proposed Use:Convenience Store, including packaged beer and wine, fuel sales, and self-service car wash Location:Address TBD, Fort Pierce, FL 34951 Tax ID:1314-144-0000-000-0 Parcel Area:1.95 acres Future Land Use:COM (Commercial) Zoning District:CN (Commercial, Neighborhood) BACKGROUND: Page 158 of 346 Project Name: 7-Eleven at Indrio Road and Kings Highway File No.: CU-6201925547 (Beer & Wine Sales) 2 The subject property is located on the northwest corner of Indrio Road and Kings Highway (Address TBD – Indrio Road, Fort Pierce, FL 34951). The heavily vegetated 1.95-acre parcel is zoned Commercial Neighborhood (CN), with a Commercial (COM) Future Land Use Designation, and located within the Urban Service Boundary (USB). The parcel is located within the Airport Overlay Zone. On June 7, 2019, the applicant submitted three (3) Conditional Use Permits, in conjunction with a Minor Site Plan application for construction of a 3,454 ft2 convenience store with eight fueling pumps (16 fueling stations) with a covered canopy, packaged beer/wine sales accessory to retail food sales, and a self-service car wash. According to the Standard Industrial Classification Manual (SIC), the proposed convenience store is classified as a food store (SIC 5411), which is a permitted use in the Commercial Neighborhood (CN) Zoning District; self-service car washes (SIC 999), gasoline services - accessory to retail food stores (SIC 999), and the sale of alcoholic beverages (beer and wine only) accessory to retail food sales (SIC 5921) all require Conditional Use Permits within the Commercial Neighborhood (CN) Zoning District, pursuant to LDC Section 3.01.03(Q). EXISTING CONDITIONS: Figure 1.0 – Aerial Map & Existing Conditions Page 159 of 346 Project Name: 7-Eleven at Indrio Road and Kings Highway File No.: CU-6201925547 (Beer & Wine Sales) 3 CONDITIONAL USE PERMIT STANDARDS OF REVIEW AS SET FORTH IN SECTION 11.07.03, ST. LUCIE COUNTY LAND DEVELOPMENT CODE Pursuant to St. Lucie County Land Development Code Section 11.07.03, the Development Review Committee (DRC) has reviewed the submitted Conditional Use Permit and found it to meet the technical requirements. In reviewing this application for the proposed Conditional Use Permit, the Planning and Zoning Commission shall consider and make the following determinations: A.Whether the proposed conditional use is in conflict with any applicable portions of the St. Lucie County Land Development Code and the Comprehensive Plan; Pursuant to LDC Section 3.01.03(Q)(7), the sale of beer & wine as an accessory use to the retail sale of food requires a Conditional Use Permit within the Commercial Neighborhood (CN) Zoning District. The proposed Conditional Use is in compliance with all requirements and standards of the Land Development Code (LDC), and Code of Ordinances of St. Lucie County; the Conditional Use is in compliance with all additional standards imposed on it by the particular provisions of this Code authorizing such use. The proposed Conditional Use requires the applicant to obtain a 2COP license for the sale of packaged beer and wine. Due to the type of license, a waiver for distance is not required. Land Development Code: According to LDC Section 3.01.03(Q), the subject property is located within the CN (Commercial Neighborhood) Zoning District, which is intended “…to provide and protect an environment suitable for limited retail trade and service activities covering a relatively small area and that is intended to serve the population living in surrounding neighborhoods..” The proposed Conditional Use requires the applicant to obtain a 2APS: Beer & Wine Package Sales (Off- premise Consumption) license with the Florida Division of Alcoholic Beverages and Tobacco to sell packaged beer and wine within the convenience store. St. Lucie County Code of Ordinances Section 4-1 asserts alcoholic beverages may not be sold, consumed or served or permitted to be served or consumed between the hours of 2:00 a.m. and 7:00 a.m. The Conditional Use for the sale of beer & wine as an accessory use to the retail sale of food does not in any way allow for on-premises consumption of alcoholic beverages. Comprehensive Plan: The proposed Conditional Use is consistent with the general purpose, goals, and objectives of the St. Lucie County Comprehensive Plan. The site is zoned CN (Commercial, Neighborhood) which is consistent with the COM (Commercial) Future Land Use, per Table 1-3 Land Use Designation / Zoning Compatibility Matrix located in the Future Land Use Element of the St. Lucie County Comprehensive Plan. According to the St. Lucie County Comprehensive Plan, the Commercial (COM) Future Land Use designation is intended to “accommodate all commercial zoning districts as identified under St. Lucie County's Land Development Code. Office and general retail uses are considered the principal uses within the COM designated areas.” “Future commercial areas should be located at points of high transportation access, with specific action taken to prevent the development of new linear commercial strips.” “Although this plan supports the location of higher intensity commercial uses at the intersection of arterial roadways, it should not be interpreted to mean that every intersection should be designated for commercial activities. Unless otherwise designated on the future land use maps, applications for commercial use should be done in conjunction with a detailed review of the impacts of such development on adjacent property, specifically noting what, if any, negative neighborhood impacts could result from a map amendment.” Page 160 of 346 Project Name: 7-Eleven at Indrio Road and Kings Highway File No.: CU-6201925547 (Beer & Wine Sales) 4 The proposed Conditional Use is consistent with the following goals, objectives, and policies outlined in the St. Lucie County Comprehensive Plan: Objective 1.1.9: Residential Areas. Property owners' investments, their quality of life and the single- family neighborhood, as a defined residential area, shall be protected from the encroachment of commercial and/or other inappropriate land uses through consistent and predictable application of the Land Development Code. Policy 1.1.9.4 - Limited development of commercial/non-residential uses, that are not located within a special area plan adopted within the Towns, Villages and Countryside Element, will be allowed within areas classified for residential use, provided that these activities are compatible with the adjacent land uses and meet the following standards: a.Intent of the commercial use is to provide easily accessible, convenience-type uses to immediately surrounding residents; c.Use is compatible with surrounding land uses and is provided with adequate screening and buffering of any adjacent residential property; Although the subject property is located within a commercial zoning district, the site is adjacent to a residential subdivision. The proposal does however intend to provide easily accessible, convenience-type products to immediately surrounding residents; and through review of the conditional use and coupled site plan, the use is compatible with surrounding land uses and is provided with adequate screening and buffering of any adjacent residential property. Objective 1.1.10: Commercial Areas. St. Lucie County shall provide for the establishment of commercial zoning districts where various types of commercial retail, including commercial uses for retail trade, office and service activities and general commercial uses for highway-oriented sales and services; light industrial service uses; and hotel uses may be permitted at intensities which are consistent and compatible with the surrounding community and the natural environment. Policy 1.1.10.2 - Require effective visual and light diffusion barriers between residential and non-residential uses. Standards and requirements for such barriers are to be included in the landscaping and screening regulations of the St. Lucie County Land Development Code. The applicant has demonstrated compliance with the Comprehensive Plan Policy 1.1.10.2 by providing the required landscape buffer and eight (8) foot masonry wall between the subject parcel and the residential properties located to the west. B.Whether and the extent to which the proposed conditional use would have an adverse impact on nearby properties; Uses that are designated as a Conditional Use are generally compatible with the use characteristic of the zoning district however require individual review of their location, design, intensity, configuration, and public facility impact in order to determine the appropriateness on a particular site. The Conditional Use Permit for the retail sale of packaged beer and wine sales as an accessory use to retail food stores will not have an undue adverse effect upon the nearby properties or the existing commercial character of the neighborhood. As illustrated in Figure 1.1 below, adequate buffer separation exists between the adjacent residential dwellings located to the west of the subject site. The convenience store will be constructed approximately fifty-three (53’) feet from the west subject property line; a ten (10’) foot drainage and utility easement (Plat Book 10 Page 51) between the residential properties and the subject parcel also exists. The required minimum ten (10’) foot landscape buffer will include an eight (8’) foot masonry wall that will be landscaped with a continuous hedge and native vegetation along both the inside and outside portions of the wall, per LDC Section 7.09.04(E). Page 161 of 346 Project Name: 7-Eleven at Indrio Road and Kings Highway File No.: CU-6201925547 (Beer & Wine Sales) 5 Figure 1.1 –Buffer Separation Diagram Future Land Use and Zoning: C.Whether and the extent to which the proposed conditional use would be served by adequate public facilities and services, including roads, police protection, solid waste disposal, water, sewer, drainage structures, parks, and mass transit; Water and Wastewater: The site is located within the St. Lucie County Urban Service Boundary (USB). The site will be connecting to St. Lucie County water and wastewater facilities. At this time, water services are available to the east of the subject parcel; the applicant is currently working with St. Lucie County Utilities to extend the existing wastewater service line located on Green Dolphin Street, approximately 1,250 feet north of the subject property. This extension will capture the water produced by the proposed car wash, as well as the future wastewater services to be available at the vacant 1.30-acre parcel located adjacent to the subject parcel. Location Zoning District Future Land Use Existing Land Use Subject Property CN (Commercial, Neighborhood)COM (Commercial)Vacant Land North CN (Commercial, Neighborhood)COM (Commercial)Vacant Land & Lakewood Park Subdivision South CN (Commercial, Neighborhood) TVC (Towns, Villages & Countryside) Rocket Fuel, Shopping Center, and Chevron Gas Station East CG (Commercial, General)COM (Commercial)Indrio Crossings Shopping Center Adjacent Parcels West RS-4 (Residential, Single-Family– 4du/ac) RU (Residential Urban)Lakewood Park Subdivision Page 162 of 346 Project Name: 7-Eleven at Indrio Road and Kings Highway File No.: CU-6201925547 (Beer & Wine Sales) 6 Transportation System: The proposed conditional use is not anticipated to adversely impact transportation capacity at the intersection of Indrio Road and Kings Highway. Indrio Road (SR-614) and Kings Highway (SR-713) are currently under construction. According to the Florida Department of Transportation, the project scope for the Indrio Road and Kings Highway intersection improvements include: reconstructing the existing two-lane undivided Kings Highway with a newly constructed four‐lane divided roadway, relocating Canal No. 40 and Canal No. 32E to accommodate widening to the west, replacing existing culverts/swales and installing a closed drainage system and retention ponds, installing a new highway lighting system, and upgrading signalization with vehicle detection devices and ITS cameras. Features of the new roadway will include: a 30‐foot wide median with Type E Curb and Gutter (22‐foot-wide raised plus two four‐foot-wide paved inside shoulders), 6.5‐foot-wide outside shoulders which will also serve as buffered bicycle lanes, a 12‐foot-wide shared use path along the west side, and a 6‐foot-wide sidewalk along the east side. As depicted in Figure 1.2 below, the Kings Highway and Indrio Road intersection improvement project encompasses the widening of the existing two-lane Kings Highway & Indrio Road into a four-lane divided roadway, the construction of a 12-foot wide shared use pathway and six-foot wide sidewalk throughout, and drainage improvements, including the addition of new stormwater ponds, the relocation of approximately 1,900 feet of the Fort Pierce Farms Water Control District (FPFWCD) Canal #4, and the installation of approximately 1,300-feet of new box culverts. Figure 1.2 – FDOT Kings Hwy. & Indrio Rd. Intersection Improvement Project Page 163 of 346 Project Name: 7-Eleven at Indrio Road and Kings Highway File No.: CU-6201925547 (Beer & Wine Sales) 7 D.Whether and the extent to which the proposed conditional use has obtained from the St. Lucie County - Fort Pierce Fire Prevention Bureau written confirmation, or has otherwise demonstrated by substantial credible evidence, that water supply, evacuation facilities, and emergency access are satisfactory to provide adequate fire protection. The St. Lucie County Fire District has determined the Conditional Use to meet all safety standards, including water supply, evacuation facilities, and emergency access for fire protection. Fire and Emergency Medical Services (EMS) access will be provided via Station #7 Lakewood Park located at 4900 Fort Pierce Boulevard (located approximately 0.4 miles east of the subject parcel). E.Whether and the extent to which the proposed conditional use would result in significant adverse impacts on the natural environment; Background: The Environmental Resources Department (ERD) is in receipt of the January 13, 2020 date-stamped submittal from Planning and Development Services requesting approval of a Minor Site Plan and three (3) Conditional Use permits. The applicant is proposing to construct a 3,454 ft2 convenience store with the sale of beer and wine, a free-standing fuel canopy consisting of eight (8) pumps, totaling sixteen (16) fueling stations, and a self-service car wash with associated paved parking, utility infrastructure, and drainage. The 1.95-acre parcel, zoned commercial neighborhood (CN), is located on the northwest corner of Kings Highway and Indrio Road, and is adjacent to single-family residential (RS-4) to the west and CN to the north. This site is currently vacant and heavily vegetated with numerous species of native trees meeting the mitigation threshold. Findings: Although the site is heavily vegetated with numerous species of native trees, such as slash pines, oaks, and cabbage palms, there was no evidence of wetlands, intact native upland habitat, or listed species observed during numerous site visits. ERD staff verified the accuracy of the submitted tree survey and found numerous native trees meeting the mitigation threshold outlined in LDC 6.00.05.D. Specifically, fifty-nine (59) sabal palms measuring ten plus (10+) ft. clear trunk, four (4) slash pine trees (equaling 85” diameter at breast height [DBH]) and thirteen (13) oak trees (equaling 267” DBH) totaling 352” DBH to be removed for a total of 704” DBH of required mitigation at the required 2:1 ratio. Mitigation will be met via fee in lieu of $200.00 per sabal palm ($11,800.00) and $200.00/inch of required canopy tree mitigation ($140,800.00) for a total of $152,600.00. A final revised landscape plan, submitted January 13, 2020 by Kimley Horn, was reviewed by ERD staff and found to be consistent with both the Land Development Code (LDC) and Comprehensive Plan. The landscape plan included the required eight (8) ft. masonry wall screening the use and the car wash in accordance with LDC 7.10.22.C from the adjacent residential and commercial properties to the west and north, respectively, and accompanying required landscaping. Recommendation: ERD supports approval of the Minor Site Plan and three (3) Conditional Use permits with the conditions outlined below. Conditions of Approval: 1.Prior to issuance of a vegetation removal permit or exemption, the applicant shall provide the required $152,600.00 fee in lieu for tree mitigation requirements as detailed on the approved landscape and tree mitigation plans. 2.Prior to issuance of a Certificate of Occupancy, all Category I listed invasive plant species shall be eradicated from the site, per Land Development Code Section 7.09.05. Page 164 of 346 Project Name: 7-Eleven at Indrio Road and Kings Highway File No.: CU-6201925547 (Beer & Wine Sales) 8 NEIGHBORHOOD MEETING: On August 27, 2019 a neighborhood meeting was held by the applicant. Notices for this meeting were sent to all property owners within 500-feet of the subject property. In order to provide knowledgeable information, the following were in attendance: Matthew Gillespie, from Kimley-Horn & associates, Matt Ross, from Creighton Commercial Development, Josh Long and Robert Raynes from Gunster Law Firm, and Kris McCrain and Linda Pendarvis from St. Lucie County’s Planning and Development Services Department. The purpose of the neighborhood meeting was to notify property owners of the proposed development, and to allow the public to review the proposed site plan and provide feedback. The discussions from this meeting included, security, drainage out-fall and potential flooding onto residential properties, traffic, landscape buffer design and setbacks, possible light spillage from proposed development onto residential properties, and future access for Florida Power & Light (FP&L) via existing ten (10) foot utility easement located between the subject parcel and residential properties. A comprehensive synopsis of the discussions from the neighborhood meeting was compiled by the applicant and can be found in the agenda packet. STAFF RECOMMENDATION: Staff finds the Conditional Use Permit to meet the standards of review set forth in Section 11.07.03 of the St. Lucie County Land Development Code, and is not in conflict with the goals, objectives, and policies of the St. Lucie County Comprehensive Plan. Staff recommends the Planning and Zoning Commission forward this petition to the Board of County Commissioners with a recommendation of approval, subject to the following conditions of approval. CONDITIONS OF APPROVAL: 1.No sale of alcohol shall be permitted between the hours of 2:00 a.m. and 7:00 a.m., pursuant to St. Lucie County Code of Ordinances Section 4-1. 2.Prior to issuance of a vegetation removal permit or exemption, the applicant shall provide the required $152,600.00 fee in lieu for tree mitigation requirements as detailed on the approved landscape and tree mitigation plans. 3.Prior to issuance of a Certificate of Occupancy, all Category I listed invasive plant species shall be eradicated from the site, pursuant to Land Development Code Section 7.09.05. Page 165 of 346 Project Name: 7-Eleven at Indrio Road and Kings Highway File No.: CU-6201925547 (Beer & Wine Sales) 9 SUGGESTED MOTIONS: MOTION TO APPROVE AFTER CONSIDERING THE TESTIMONY PRESENTED DURING THE PUBLIC HEARING, INCLUDING STAFF COMMENTS, AND THE STANDARDS OF REVIEW AS SET FORTH IN SECTION 11.07.03, ST. LUCIE COUNTY LAND DEVELOPMENT CODE, I HEREBY MOVE THAT THE PLANNING AND ZONING COMMISSION RECOMMEND THE ST. LUCIE COUNTY BOARD OF COUNTY COMMISSIONERS GRANT APPROVAL TO THE CONDITIONAL USE PERMIT FOR 7-ELEVEN AT INDRIO ROAD AND KINGS HIGHWAY TO ALLOW FOR THE SALE OF BEER AND WINE AS AN ACCESSORY USE TO THE RETAIL SALE OF FOOD WITHIN THE CN (COMMERCIAL NEIGHBORHOOD) ZONING DISTRICT, WITH CONDITIONS RECOMMENDED BY STAFF BECAUSE..... [CITE REASONS WHY - PLEASE BE SPECIFIC]. MOTION TO DENY AFTER CONSIDERING THE TESTIMONY PRESENTED DURING THE PUBLIC HEARING, INCLUDING STAFF COMMENTS, AND THE STANDARDS OF REVIEW AS SET FORTH IN SECTION 11.07.03, ST. LUCIE COUNTY LAND DEVELOPMENT CODE, I HEREBY MOVE THAT THE PLANNING AND ZONING COMMISSION RECOMMEND THAT THE ST. LUCIE COUNTY BOARD OF COUNTY COMMISSIONERS DENY THE CONDITIONAL USE PERMIT FOR 7- ELEVEN AT INDRIO ROAD AND KINGS HIGHWAY TO ALLOW FOR THE SALE OF BEER AND WINE AS AN ACCESSORY USE TO THE RETAIL SALE OF FOOD WITHIN THE CN (COMMERCIAL NEIGHBORHOOD) ZONING DISTRICT, WITH CONDITIONS RECOMMENDED BY STAFF BECAUSE..... [CITE REASONS WHY - PLEASE BE SPECIFIC Page 166 of 346 Page 1 Resolution No.: 2020-XXX April 7, 2020 ` File No.: CU-6201925547 RESOLUTION 2020-XXX File No.: CU-6201925547 A RESOLUTION OF THE BOARD OF COUNTY COMMISSIONERS OF ST. LUCIE COUNTY, GRANTING A CONDITIONAL USE PERMIT TO ALLOW THE SALE OF BEER AND WINE ACCESSORY TO THE RETAIL SALE OF FOOD WITHIN THE CN (COMMERCIAL, NEIGHBORHOOD) ZONING DISTRICT FOR A PARCEL LOCATED AT THE NORTHWEST CORNER OF INDRIO ROAD AND KINGS HIGHWAY IN ST. LUCIE COUNTY, FLORIDA WHEREAS, the Board of County Commissioners of St. Lucie County, Florida, based on the testimony and evidence, including but not limited to the staff report, has made the following determinations: 1.7-Eleven,, Inc., presented a petition for a Conditional Use Permit to allow the sale of beer and wine only accessory to the retail sale of food within the CN (Commercial, Neighborhood) Zoning District, for the property located at the northwest corner of Indrio Road and Kings Highway, as described in Part “B” below and depicted in Exhibit “A”. 2.On February 20, 2020, the Planning and Zoning Commission held a public hearing on the petition, after publishing notice at least 10 days prior to the hearing and notifying by mail all owners of property within 500 feet of the subject property, and recommended that the Board of County Commissioners approve/deny this Conditional Use Permit. 3.On April 7, 2020, the St. Lucie Board of County Commissioners held a public hearing on this petition, after publishing a notice of such hearing and notifying by mail all owners of property within 500 feet of the subject property. 4.The proposed Conditional Use is consistent with the goals, objectives, and policies of the St. Lucie County Comprehensive Plan and has satisfied the requirements of Section 11.07.03 of the St. Lucie County Land Development Code. 5.The proposed Conditional Use will not have an undue adverse effect on adjacent property, the character of the neighborhood, traffic conditions, parking, utility facilities, or other matters affecting the public health, safety, and general welfare. 6.A Certificate of Capacity as required under Chapter V, St. Lucie County Land Development Code, a copy of which is attached to this Resolution, was granted by the Planning and Development Services Director on XXXXX XX, 2020. 7.Section 11.07.5(B) of the St. Lucie County Land Development Code requires all applications for Conditional Use Permit approval include a full site plan if the proposed use or development activity meets the submission requirements of Section 11.02.02 of the St. Lucie County Land Development Code. Page 167 of 346 Page 2 Resolution No.: 2020-XXX April 7, 2020 ` File No.: CU-6201925547 NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF COUNTY COMMISSIONERS OF ST. LUCIE COUNTY, FLORIDA: A.Pursuant to Section 11.07.03 of the St. Lucie County Land Development Code, the Conditional Use for 7-Eleven @ Indrio Road & Kings Highway to allow the sale of beer and wine - accessory to retail food stores in the CN (Commercial, Neighborhood) Zoning District is hereby approved/denied for the property described in Part “B”, subject to the following conditions: 1. 2. 3. B.The property on which this Conditional Use Permit is being granted is described as follows: 14 34 39 E 1/2 OF SE 1/4 OF SE 1/4 OF NE 1/4-USS S 50 FT AND LESS E 80 FT AND LESS N 225 FT AND LESS ADDL RD R/W MPDAF: FROM E 1/4 COR OF SEC, TH N 89 52 34 W 79.82 FT, TH N 00 07 26 E 50 FT TO POB; TH N 89 52 34 W 257.65 FT, TH N 00 1 8 27 E 60 FT, TH S 89 52 34 E 232.50 FT, TH N 45 25 52 E 35.55 FT TO WLY R/W LI OF CANAL NO. 4, TH S 00 19 56 W ALG R/W LI 85 FT TO POB- (1.95 AC - 84,942 SF) (OR 3036-2167) Parcel ID Number:1314-144-0000-000/0 Property Address:TBD – Indrio Road, Fort Pierce, FL 34951 C.The approvals and authorizations granted by this Resolution are for the purpose of obtaining a Building Permit or Zoning Compliance from St. Lucie County, and are not assigned to any other party or institution. Should the applicant choose or decide to assign this business to another entity or individual, an adjustment to this Conditional Use Permit shall be required. D.Pursuant to Section 11.07.05(I) of the St. Lucie County Land Development Code, a Conditional Use Permit shall be valid for the purposes of securing a Building Permit or Certificate of Zoning Compliance for twelve (12) months from the date of this approval, unless a Building Permit or Certificate of Zoning Compliance is secured within twelve (12) months, and construction subsequently undertaken pursuant to such Building Permit, the Conditional Use Permit shall automatically expire unless the permit is extended upon application to the Board of County Commissioners. E.Pursuant to Section 11.07.05(F) of the St. Lucie County Land Development Code, time limitations imposed on a Conditional Use Permit by Section 11.07.05(I) may be extended by the Board of County Commissioners not more than one (1) time, and for not more than twenty-four (24) months, upon application by the applicant and after a public hearing held in accordance with Section 11.00.04. F.The St. Lucie County Planning and Development Services Director is hereby authorized and directed to cause the notation of this Resolution to be made on the Official Zoning Map of St. Lucie County, Florida, and to make notation of reference to the date of adoption of this Resolution. Page 168 of 346 Page 3 Resolution No.: 2020-XXX April 7, 2020 ` File No.: CU-6201925547 G.The developer is advised as part of this Conditional Use Permit approval for 7-Eleven, Inc., including any successors in interest, the developer shall obtain all applicable development permits and construction authorizations from the appropriate state and federal and local regulatory agencies including, but not limited to, the United States Army Corps of Engineers, the Florida Department of Environmental Protection, and South Florida Water Management District, and the St. Lucie County Environmental Resources and Building Departments prior to the commencement of any development activities on the property described in Part B. Issuance of this permit by the County does not in any way create any rights on the part of the developer to obtain a permit from a state or federal agency and does not create any liability on the part of the County for issuance of this permit if the developer fails to obtain requisite approvals or fulfill the obligations imposed by a state or federal agency or undertake actions that may result in a violation of state or federal law. H.This Resolution shall be recorded in the Public Records of St. Lucie County. After motion and second, the vote on this resolution was as follows: Commissioner Cathy Townsend, Chair XXX Commissioner Chris Dzadovsky, Vice Chair XXX Commissioner Linda Bartz XXX Commissioner Sean Mitchell XXX Commissioner Frannie Hutchinson XXX PASSED AND DULY ADOPTED this _______ day of _________________, 2020. BOARD OF COUNTY COMMISSIONERS ST. LUCIE COUNTY, FLORIDA _______________________________ BY CHAIR ATTEST:APPROVED AS TO FORM AND CORRECTNESS: ___________________________________________________ DEPUTY CLERK COUNTY ATTORNEY Page 169 of 346 Page 4 Resolution No.: 2020-XXX April 7, 2020 ` File No.: CU-6201925547 EXHIBIT “A” (Site Location Map) Page 170 of 346 Page 5 Resolution No.: 2020-XXX April 7, 2020 ` File No.: CU-6201925547 EXHIBIT “B” (Certificate of Capacity) Page 171 of 346 SUGGESTED MOTIONS: MOTION TO APPROVE AFTER CONSIDERING THE TESTIMONY PRESENTED DURING THE PUBLIC HEARING, INCLUDING STAFF COMMENTS, AND THE STANDARDS OF REVIEW AS SET FORTH IN SECTION 11.07.03, ST. LUCIE COUNTY LAND DEVELOPMENT CODE, I HEREBY MOVE THAT THE PLANNING AND ZONING COMMISSION RECOMMEND THE ST. LUCIE COUNTY BOARD OF COUNTY COMMISSIONERS GRANT APPROVAL TO THE CONDITIONAL USE PERMIT FOR 7-ELEVEN AT INDRIO ROAD AND KINGS HIGHWAY TO ALLOW FOR THE SALE OF BEER AND WINE AS AN ACCESSORY USE TO THE RETAIL SALE OF FOOD WITHIN THE CN (COMMERCIAL NEIGHBORHOOD) ZONING DISTRICT, WITH CONDITIONS RECOMMENDED BY STAFF BECAUSE..... [CITE REASONS WHY - PLEASE BE SPECIFIC]. MOTION TO DENY AFTER CONSIDERING THE TESTIMONY PRESENTED DURING THE PUBLIC HEARING, INCLUDING STAFF COMMENTS, AND THE STANDARDS OF REVIEW AS SET FORTH IN SECTION 11.07.03, ST. LUCIE COUNTY LAND DEVELOPMENT CODE, I HEREBY MOVE THAT THE PLANNING AND ZONING COMMISSION RECOMMEND THAT THE ST. LUCIE COUNTY BOARD OF COUNTY COMMISSIONERS DENY THE CONDITIONAL USE PERMIT FOR 7-ELEVEN AT INDRIO ROAD AND KINGS HIGHWAY TO ALLOW FOR THE SALE OF BEER AND WINE AS AN ACCESSORY USE TO THE RETAIL SALE OF FOOD WITHIN THE CN (COMMERCIAL NEIGHBORHOOD) ZONING DISTRICT, WITH CONDITIONS RECOMMENDED BY STAFF BECAUSE..... [CITE REASONS WHY - PLEASE BE SPECIFIC Page 172 of 346 D P U 2 3 1 S0 0 ° 1 8 ' 1 6 " W 30 4 . 1 0 ' S89°36'34"E257.25' INDRIO ROAD NO R T H K I N G S H I G H W A Y (T U R N P I K E F E E D E R R O A D ) CA N A L N O . 4 N45 ° 2 5 ' 5 2 " E 35.5 5 ' N89°52'34"W232.46' N0 0 ° 2 2 ' 2 6 " E 3 3 0 . 3 0 ' 42 5 4 10 C-STORE 3,454 SF HEIGHT: 35 FT CAR WASH 980 SF FUEL CANOPY HEIGHT: 17.5 FT 8 © NORTH PROVIDED PARKING: SITE DATA: IMPERVIOUS CALCULATIONS PROPOSED BUILDING COVERAGE: PROPOSED 7- E L E V E N # 3 8 9 4 4 FO R T P I E R C E SI T E P L A N C4.0 LANDSCAPE BUFFERS REQUIRED BUILDING SETBACKS REQUIRED REQUIRED PARKING (PER ITE PARKING GENERATION MANUAL 5TH EDITION – LAND USE 945: © Page 173 of 346 ECBBB MH: 14.5 EWS3 A7 MH: 12 SC3D1 MH: 6 SC3D1 MH: 6 SC3D1 MH: 20 SC3D1 MH: 20 D3G3D1 MH: 20 SC3D1 MH: 6 SC3D1 MH: 20 D3C3D1 MH: 20 SG3D1 MH: 20 SC3D1 MH: 20 8ft Batten MH: 12 8ft Batten MH: 12 8ft Batten MH: 12 8ft Batten MH: 12 4ft batten MH: 12 EM MH: 12 EWS3 A7 MH: 12 EWS3 A7 MH: 12 EWS3 A7 MH: 12 EWS3 A7 MH: 12 EM MH: 12 EWS3 D3 MH: 12 EWS3 D3 MH: 12 EWS3 E3 MH: 12 EWS3 E3 MH: 12 D3G3D1 MH: 20 D3G3D1 MH: 20 EWS3 C7 MH: 12 EWS3 C7 MH: 12 D3G3D1 MH: 20 SG3D1 MH: 20 D P U 2 3 1 7- E L E V E N # 3 8 9 4 4 FO R T P I E R C E PR E P A R E D F O R CL I E N T LA N D S C A P E P L A N L1.00 © ST A T E O F REGISTERE D L A N DSCAPE A R C H I T ECT FLORIDA MATTH E W T AYLOR F R A NKO LA 6 6 6 7 2 9 2 NORTH Page 174 of 346 Page 175 of 346 Page 176 of 346 Page 177 of 346 Page 178 of 346 ,----...__ / ' ' B \ \ . / ''-.____.,../ 1 = l 6'·0", 35•.11 ¾" 20 GA PREFINISHED METAL---� PARAPET CAP ----........, j �w-�-m = \, 1�8' �-� FRIEZE/MEDALLION -.,:,, MANSARD ROOF --------JR 4" EIFS ARCH TRIM PROFILE 8" FLAT HIGH IMPACT -......_ EIFS BANDING --.._ __ HIGH IMPACT EIFS -----...... WATER TABLE -...."-..... BOLLARD -------..'""-. '\ T,0. FINISH FLOOR o· (Q1\ CAR WASH FRONT ELE\/! A TIOI\J ' J l'( '.::.LL· i/1C''."=·]'-' \,_/ __ ,,_;' . "/ ' -u /.,--------, ( I \ \T) � T.0. PAf/J\PET FRA \tlNG 1B'-8" ( sr., )--- 3'·4'' [ ST-1 ��-- � T.0. FI NISH Fl.OCR o·· (o 3;CAR WASH REJ.l"R MUELLER URETHANE GATES PER MATERIAL SCHEDULE SHEET A3.0-PAINTED P-3 "'""'· 7'-4' "I' -T.0.M ,_, (---1�')--...... �:r/ ,,, e•��I�� i2�2���:I(�� -.,,, PAINTED (P-6) ' -� l.(J. DLMPSTER SI.AB REF . 81\/IL S.S HANDLE -\ \ ELEVATION /---------- ,,, ') \ ' I ' \ � / '-,/ (05 1DUMPSTER FRONT ELEV A TION1 I �C' E· </1'·-1• ,·," , _______ ./ � /-\L , u'/ t) -L, ! I 00 �. i. ST-3 J � I �J "' .:- _I YliJ-1 I .... --·'·-l�� -�-. '--''. ,---·;_�- (og")FUELING CANOPY \. ______ / SC.t.c_E· �/16"-'1 -0" SHORT /-------,\;' L. \_�/ 6'-0" //./" �\ ' I \ /, _____ / ! -----@TI 4--7ST-2J I [sr.1) �:E.·�. -' \ ' ) ' / T -�✓ 3!.id{/ _,---------20 GA PREFINISHED METAL // PARAPET CAP ___ _ .....--,---FRIEZE/MEDALLION ,_.,..- ,,---MANSARD ROOF /// 8"x2' EIFS BANDING 4" EIFS ARCH TRIM PROFILE _,,-.,--:•;:S��g;��MPACT _,.,---HIGH IMPACT EIFS _....,._,.,.._,,,-WATER TABLE _,,..,., .--",-BOLLARD 20 GA CAP FLASHING, GC SUPPLIED � ,, B ,, \ I ,....,__/ 7'-4" T.0.M T.O. DUMPSTER SLAB REF. CIVIL /-�.....,_ ! 1 \ I . ' I\'1 _/ 23'A" j 3'·3¾" 10'·0" 23'A" � ,( / I ST-3""'c· ----.c .ST-2}----------,, ( ST-1 , � [l\ffRAJ\lF 10'-0>/ /--------( r;i \\ L I ' "'-----__,./ I �--20 GA. PREFINISHED _-METAL PARAPET CAP T.O. PARAPET FRAMING 11 .. "·s· V ,-��-BACK-LIT FASCIA SIGN BY SIGN CONTRACTOR; UNDER SEPARATE PERMIT 8''x2" EIFS BANDING HIGH IMPACT EIFS WATER TABLE T.0. FINl3H FLOCR 1� o· ._,.,' (02\CAR WA.SH L.EF T ELEVATION \ ··. ! c,-,L, -·16"-'' c,' '........_/ _,_., '-j/ , -I "-, / ,.., \ I\ /�,' '-I 20 GA. PREFINISHED METAL --...... PARAPET CAP SIGN CONTRACTOR: UNDER --..� / BACK-LIT FASCIA SIGN BY -._ ;c·= SEPARATE PERMIT 'i I 8"x2" EIFS BANDING HIGH IMPACT EIFS WATER TABLE E'<I-,. (04\RIGHT ELEVATION\ J ,.,._,, '·1·· 1· ,,,, ' � ' '-. _,,../ .=,, ___ '--\_=-.J/ b � -,,.,, ,,,-� ...... ' I i ) \ I_ ' "-20 GA CAP FLASHING, -, GC SUPPLIED \ \ /,,---..,_\ 1 I i \, __________ .,/ :9 , ST-2 = � I I sr.2 j ·-I ST·1J /,..---..._'.., ! \ / '-� T.0. PARAP!:T FRArv'ING <It,, n '""' ... / ' T.O. FlNISHF_QQ,:.. ,J" � 7 _,,. (]I. T.O,M �j T.D. DUMPSTER SLAB ,ri REF CIVIL (oe\iDUMPSTER LEFT ELEV fl\ TION \ ' C:J'/1.] F F,''-' _r," (Q?JDUMPSl""ER RE/.l\R ELEVATION ...... _____ / -'-·�, --· --" \..._ _ _,,,,/ SC:\,_[: 3/1b'-l ,.· ' ------ EXTERIOR MATERIALS SCHEDULE w IFINISH CODE MATERIAL MANUFACTURER-COLOR ST· 1 PAINTED STUCCO ! SHERWIN WILLIAMS BALANCED BEIGE SW 7037 ST·2 ST·3 p.3 P·6 MR·1 C-1 ,,-...._ ( ' / E I \ / PAINTED STUCCO SHERWIN WILLIAMS· AESTHETIC WHITE· SW 7035 PAINTED STUCCO SHERWIN WILLIAMS. PURE WHITE· SW 7005 EXTERIOR HOLLOW METAL DOORS, FRAMES, SHERWIN WILLIAMS SEAL SKIN -SW 7675TRASH ENCLOSURE GATE, GRAVEL GUARDS AND LIGHT POLES EXTERIOR BOLLARDS SHERWIN WILLIAMS SEAL SKIN -SW 7675 METAL STANDING SEAM MATCH SW 7675 PREFINISHED ALUMINUM CANOPY MATCH SW 7675 ARCHITECTURAL ELEMENTS ST. LUCIE COUNTY ARCHITECTURALISTANDARDSST. LUCIE COUNTY LAND DEVELOPMENT CODE SECTION 7.10.24-COMMERCIAL:TOTAL 6 ELEMENTS REQUIRED. 6 PROVIDED ONE STORY BUILDING BUILDING DESIGN STANDARDS -COMMERCIAL: TOTAL 6 ELEMENTS REQUIRED, 6 PROVIDED 1. 2 3.',-----• 4. 5. 6. STANDING SEAM METAL ROOF SQUARE COLUMNS ARCADE/LOGGIA CANOPY ARCHES FRIEZE/MEDALLION ,,,.�, I -' \ ; /\ I \ ' ' / '----..,.... '20 GA CAP FLASHING _ ,_/ GC SUPPLIED \ I 7'-4" (-• TO.M .. ) ' T.0. DUMPSTER SL.AB REF Cl'v'IL I I (oS!DU�vtPSTER ELEVATION ' ( '-..___/ 'i-2:? ! llil. ··-·· . ..,�------,-------�--�----�-------- -"- I J t,,,... 4i I P-6 J !1-0\FUE!_lf\lG CJ\NOPY \ / SC:A.L::· 15"=·1 -G"..._ __ .,/ LONG NOT FOR CONSTRUCTION Planning & Development Ser,i,ces OCT 2 S 2019 RECEIVED 1 . � I j . • " . u ! S • • " i J � � I 5 ; , i I i I I I • i I•I • ' " • u " .u ' i� I 'I"I 'fi: • ,p ". " I � � I s I : � "' z � u I I UJ "' "" z ,_ &l � 0 a::n. �s::r-�. C C >� o,-C <t'.'.� 00 <�-<t:JM 0--.0--, $_ �I I • il.J..,J ,-,-� J O.µ., '° '° � ·�</l '°'° . c; 0 � �" :... _g ---� � E 0.. r---r---:a ,r,1ijoo�8 N r::: s::r-s::r-� .§ �o '--''--' .§ 0..0.. � C: . 1-N Cl)� z� Oii5 U o-<i: Z o� Cl:'. 0, Qo� 1-z"'::5 _,-,-en�....... -_,e.9w _J LL -w (.) 0::: w -a_ I-0::: 0 LL I z w LL > ui w u Cl:'. _J LU (l_ w I-I Cl:'. r--0 LL �� �§ �� l\� VJ \,.___ 6) � � ·51i . .::: � rii�M �j Cl) z 0 -I- w _J w c:::: 0 0::: w � I-E >< tlJ w ,-�-I I i i" " "N z ©,_ N 0 0 mUJ " � 0 m otl, ;;;a "' �� UJ � 0 S<:@ UJ -u�,_ � UJ ;§ 0 0 A203 Page 179 of 346 Aerial Map Ad Map Page 180 of 346 Location Map Future Land Use Map Page 181 of 346 Zoning Map Page 182 of 346 Page 183 of 346 Page 184 of 346 Page 185 of 346 Page 186 of 346 Page 187 of 346 Page 188 of 346 Page 189 of 346 Page 190 of 346 Page 191 of 346 Page 192 of 346 Page 193 of 346 Page 194 of 346 Page 195 of 346 Page 196 of 346 Page 197 of 346 LAND DEVELOPMENT CODE SECTION 3.01.03 Q. CN COMMERCIAL, NEIGHBORHOOD. 1. Purpose. The purpose of this district is to provide and protect an environment suitable for limited retail trade and service activities covering a relatively small area and that is intended to serve the population living in surrounding neighborhoods. The number in "( )" following each identified use corresponds to the SIC code reference described in Section 3.01.02(B). The number 999 applies to a use not defined under the SIC code but may be further defined in Section 2.00.00 of this code. 2. Permitted Uses: a. Beauty and barber services. (723/724) b. Membership organizations subject to the provisions of Section 7.10.31. (86) c. Depository institutions. (60) d. Laundering and dry cleaning (self service). (7215) e. Real estate. (65) f. Repair services: (1) Electrical repair. (762) (2) Shoe repairs. (725) (3) Watch, clock, jewelry, and musical instrument repair. (7631) g. Retail trade (each building shall be less than 6,000 square feet gross floor area, all uses inclusive): (1) Antiques. (5932) (2) Apparel and accessories. (56) (3) Books and stationery. (5942/5943) (4) Cameras and photographic supplies. (5946) (5) Drugs and proprietary. (5912) (6) Eating places. (5812) (7) Florists. (5992) (8) Food stores. (54) (9) Gifts, novelties, and souvenirs. (5947) (10) Hobby, toy and game shops. (5945) (11) Household appliances. (572) (12) Jewelry. (5944) (13) Newspapers and magazines. (5994) (14) Optical goods. (5995) (15) Nurseries, lawn and garden supplies. (526) (16) Radios, TV's, consumer electronics and music supplies. (573) (17) Sporting goods and bicycles. (5941) (18) Tobacco products. (5993) h. Video tape rental. (784) i. Low THC and medical marijuana dispensing facility. The facility may not be located within five hundred (500) feet of the real property that comprises a public or private elementary school, middle school, or secondary school. 3. Lot Size Requirements. Lot size requirements shall be in accordance with Section 7.04.00. 4. Dimensional Regulations. Dimensional requirements shall be in accordance with Section 7.04.00. 5. Off-street Parking and Loading Requirements. Off-street parking and loading requirements are subject to Section 7.06.00. 6. Landscaping Requirements. Landscaping requirements are subject to Section 7.09.00. Page 198 of 346 7. Conditional Uses: a. Car washes (self-service only) -subject to the provisions of Section 7.10.22. (999) b. Day care - adult. (8322) - child. (8351) c. Postal services. (4311) d. Retail trade: (1) Gasoline services - accessory to retail food stores under SIC-5411. (999) (2) Un-distilled alcoholic beverages accessory to retail sale of food. (5921-Except for liquor) e. Telecommunication towers - subject to the standards of Section 7.10.23. (999) 8. Accessory Uses. Accessory uses are subject to the requirements of Section 8.00.00 and include the following: a. Drinking places (un-distilled alcoholic beverages) accessory to an eating place. (999) b. One dwelling unit contained within the commercial building, for on-site security purposes. (999) Page 199 of 346 kimley-horn.com 189 South Orange Avenue, Suite 1000, Orlando, Florida 32828 407 898 1511 May 20, 2019 Kristopher McCrain Associate Planner Planning & Development Services Planning Division St. Lucie County, Florida Re: 7-11 Convenience Store w/ Fueling Stations Northwest quadrant of N. Kings Highway & Indrio Road This Traffic Impact Study (TIS) has been prepared in support of the proposed Convenience Store with Fueling Station (shown in the attached concept plan), located in the northwest quadrant of the intersection of N Kings Highway & Indrio Road, in St. Lucie County, Florida. The proposed facility will consist of up to 3,500 square feet of convenience store and 16 fueling stations. Based on the St. Lucie County’s Development Review Committee (DRC) Final Report dated February 22, 2019, a Traffic Impact Statement is required. Trip generation potential for the proposed expansion is shown below in Table 1. Table 1: Trip Generation Comparison Trip generation and pass-by percentages for the proposed development were based on both the Institute of Transportation Engineers (ITE) Trip Generation Manual (v10) and FDOT’s Summary of 2011/12 Trip Generation Studies, October 2014, for Land Use Convenience Markets with Gasoline Pumps. The FDOT study collected information on 12 modern convenience markets with gas pumps throughout Florida in 2012. The full document is included in the Appendix. The study’s multi-variable trip generation equation was used to calculate the trip generation potential of the proposed development, which includes both gross floor area and fueling positions. An average pass-by rate of 77% was recommended by the FDOT from their findings in the 2012 study. This study was used to develop the trip generation potential for both Daily and PM Peak hour scenarios. Trip generation potential for the AM Peak hour was based upon ITE’s Trip Generation Manual (v10) (Land Use Code 945). Total In Out Total In Out Total In Out 3.500 KSF 16 FP 77%2,773 1,386 1,387 154 79 75 193 99 94 828 415 413 46 23 23 58 29 29 1FDOT Summary of 2011/12 Trip Generation Studies, October 2014 2ITE Trip Generation Manual (v10) 123 Pass-by Trips1 128251FDOT / ITE 200 102 98 Net New External Peak Hour Trips PM Peak Hour (trips)1 LUC Size UnitSource AM Peak Hour (trips)2Daily (trips)1 3,601 1,801 1,800 Land Use Description 945Convenience Markets with Gasoline Pumps Page 200 of 346 Page 2 kimley-horn.com 189 South Orange Avenue, Suite 1000, Orlando, Florida 32801 407 898 1511 The estimated total net-new external trips expected to be generated by the site is 828 daily two-way trips (415 entering, 413 exiting), 46 two-way trips during the AM Peak Hour (23 entering, 23 exiting) and 58 two-way trips (29 entering, 29 exiting) during the PM Peak Hour. If you have any questions or comments please let me know. Sincerely, KIMLEY-HORN AND ASSOCIATES, INC. Kenneth K. Siu, P.E. Page 201 of 346 C-STORE3,454 SF INDRIO ROAD (S.R. 614) N KINGS HIGHWAY (S.R. 713) LAKEWOOD PARK DRIVE SECONDARY SEPTICAREA PRIMARYSEPTIC AREA Page 202 of 346 S U M M A R Y O F 2 0 1 1 / 1 2 T R I P G E N E R A T I O N S T U D I E S O C T O B E R 2 0 1 4 F L O R I D A D E P A R T M E N T O F T R A N S P O R T A T I O N P A G E 6 Summary of Convenience Market with Gas Pumps Study Page 203 of 346 S U M M A R Y O F 2 0 1 1 / 1 2 T R I P G E N E R A T I O N S T U D I E S O C T O B E R 2 0 1 4 F L O R I D A D E P A R T M E N T O F T R A N S P O R T A T I O N P A G E 7 CONVENIENCE MARKETS WITH GAS PUMPS I n t r o d u c t i o n Over the last ten years, convenience markets with large numbers of fueling positions have become an emerging trend. Previous studies on convenience markets with gas pumps indicated that newer Florida developments may have trip generation characteristics different from those already included in ITE reports, specifically ITE Land Use (LU) 853: Convenience Market with Gas Pumps. To assess these differences, FDOT studied 12 modern convenience market with gas pumps sites throughout Florida in 2012. A v e r a g e T r i p G e n e r a t i o n R a t e s Similar to ITE, this study determined that both gross floor area (GFA) and the number of fueling positions (FP) were significant variables in estimating trip generation for convenience markets with gas pumps. A graphic depicting the gross floor area and fueling position variables is included below in Figure 1. Figure 1: Example of Gross Floor Area and Fueling Positions Average trip generation rates were calculated for both 1,000 square feet of GFA and FP during the weekday daily and PM peak hour of the adjacent street periods. The rates per 1,000 square feet of GFA were compared to ITE LU 853 - Convenience Market with Gas Pumps, which represents sites where the convenience market has more impact than the fueling positions. Similarly, the rates per FP were compared to ITE LU 945 - Gasoline/Service Station with Convenience Market, which represents sites where emphasis is placed on fueling over the convenience market. For comparative purposes, findings from similar research were obtained and a brief description of each study is provided below. The 1992 Trip Generation of Convenience Stores with Gas Pumps study prepared for FDOT was the first which considered the possibility of using multi-variable equations. All of the current ITE equations have only one independent variable, such as number of fueling positions or square footage of the convenience market. The 1992 analysis suggested an equation that uses both gross floor area and gas pumps to find the number of trips during the PM peak. The convenience stores were slightly smaller ranging from 700 – 3,600 square feet. However, the sites in their study did include up to 12 gas pumps Convenience Market Gross Floor Area (GFA) Fueling Positions (FP) (This figure shows 4 fueling positions) Page 204 of 346 S U M M A R Y O F 2 0 1 1 / 1 2 T R I P G E N E R A T I O N S T U D I E S O C T O B E R 2 0 1 4 F L O R I D A D E P A R T M E N T O F T R A N S P O R T A T I O N P A G E 8 (24 vehicle fueling positions), which is similar to the sites included in the FDOT 2012 study. Research findings indicated that the model had an adjusted R2 value of 0.904, which indicates a high level of correlation. In 2001, the ITE Journal published an article titled Trip Generation Characteristics for Convenience Stores that suggested the consideration of a new land use code due to different trip generation characteristics of modern stores. The authors began by noting the historical changes in the size of convenience stores and number of fueling positions. They claimed contemporary stores to be two or three times larger than traditional stores, as well as averaging about twice as many fueling positions. Their trip generation rates for ITE LU 853 Convenience Market with Gas Pumps were higher during the AM peak hour, significantly lower in the PM peak hour, and had higher pass-by rates than seen in Trip Generation 6th Edition. Their sites were located in the northeast, but otherwise had characteristics similar to the 2012 FDOT study with an average of 15 fueling positions and 5,070 square feet of gross floor area. The research described in the 2011 ITE Journal article and 2008 report Traffic Operational Impacts of Contemporary Multi-Pump Island Fueling Centers studied sites located in North Carolina and also indicated that new gas stations had different characteristics than traditional sites. However, instead of recommending new rates, they chose to focus on multi-variable regression analysis. They suggested that because modern facilities have so many more potential services to offer, traditional analyses can no longer estimate traffic impacts with only one variable. The ability to pay at the pump, presence of more fueling stations, car wash facilities, larger convenience markets, and fast-food restaurants are some examples of relatively new services. The study included 30 sites with a variety of characteristics, including four called “hybrid” which most closely resemble those FDOT chose to study in 2012. Due to a small sample size, their hybrid specific equation had a very low R2 value. The researchers recommended equations that incorporate average daily traffic (ADT), characteristics (hybrid, yes or no), and presence of a drive-through. The R2 values for the AM and PM peak equations were 0.591 and 0.558 respectively. A comparison of the results from this study to those found in previous research is provided in Table 1. Page 205 of 346 S U M M A R Y O F 2 0 1 1 / 1 2 T R I P G E N E R A T I O N S T U D I E S O C T O B E R 2 0 1 4 F L O R I D A D E P A R T M E N T O F T R A N S P O R T A T I O N P A G E 9 Table 1: Trip Generation Rate Comparisons for Convenience Markets with Gasoline Pumps F i n d i n g s The following observations were made from the above table:  A comparison of the FDOT study results with ITE LU 853 - Convenience Market with Gas Pumps using square footage as the independent variable shows weekday daily and PM peak rates significantly higher than the 9th Edition published ITE rates.  A comparison of the FDOT study with ITE LU 945 - Gasoline/Service Station with Convenience Market using Fueling Positions as the independent variable shows weekday daily and PM peak rates higher than the published 9th Edition ITE rates. It should be noted that much of the data included in ITE LU 853 - Convenience Market with Gas Pumps and ITE LU 945 - Gasoline/Service Station with Convenience Market was collected prior to 1995, and may not accurately represent the larger modern convenience markets with gas pumps included in this study. Since both GFA and FP were found to be significant independent variables in the study, and both have higher rates than those specified in ITE, it is reasonable to assume that a multi-variable equation could be formed from the study data to provide more accurate trip generation estimates than using either variable individually. M u l t i -V a r i a b l e E q u a t i o n The multi-variable equation, which includes both GFA and FP, was found to estimate trips more accurately than using the variables independently. ITE currently only allows the use of single-variable Rate Rate ITE LU 853 - Convenience Market with Gas Pumps1 845.6 50.92 2012 FDOT Statewide Study 1141.59 +35%85.66 +68% 2011 ITE Journal Article2 -60.50 +19% 2001 ITE Journal Article3 -48.03 -6% 1992 UF Study4 -56.40 +11% Rate Rate ITE LU 945 - Gasoline/Service Station With Convenience Market1 162.78 13.51 2012 FDOT Statewide Study 233.7 +44%17.09 +26% 2011 ITE Journal Article2 -23.23 +72% 2001 ITE Journal Article3 -16.58 +23% 1992 UF Study4 -9.45 -30% 19th Edition Trip Generation Manual, ITE 2Traffic Operational Impacts of Contemporary Multi-Pump Island Fueling Centers, ITE Journal June 2011 3Trip Generation Characteristics for Convenience Stores, ITE Journal August 2001 4Trip Generation of Convenience Stores with Gas Pumps, Transportation Research Center UF February 1992 Rate per 1,000 ft² Gross Floor Area Rate per # of Fueling Positions Trip Generation Rate Source Sources: Trip Generation Rate Source % Difference from ITE LU 945 % Difference from ITE LU 853 % Difference from ITE LU 853 % Difference from ITE LU 945 - - Weekday Daily PM Peak Hour of Adjacent Street Weekday Daily PM Peak Hour of Adjacent Street - - - - Page 206 of 346 S U M M A R Y O F 2 0 1 1 / 1 2 T R I P G E N E R A T I O N S T U D I E S O C T O B E R 2 0 1 4 F L O R I D A D E P A R T M E N T O F T R A N S P O R T A T I O N P A G E 10 equations; however, due to the increasing types of uses present at these new developments (fast food, prepared food, other services), a more detailed, multi-variable analysis may be preferable in estimating trip generation. Table 2 shows the multi-variable equations for the weekday daily and PM peak hour periods. It should be noted that the R2 values for both equations are 0.88 or greater. R2 is described as a measure of correlation between two variables, expressed on a scale of 0 to +1. The closer to +1 that the R2 value is, the better the correlation is between variables (e.g. the more reliable that an estimation of trips will be using FP, 1000 square feet of GFA, or both). Table 2: Multi-Variable Trip Generation Rate Comparisons for Convenience Markets with Gasoline Pumps Analysis Period: Multi-Variable Equation: Weekday Daily Rate = 256.7 x (FP) - 144.5 x (kft2) Weekday PM Peak Hour of the Adjacent Street Rate = 12.3 x (FP) + 15.5 x (kft2) Where: FP = # of Fueling Positions kft² = Gross Floor Area (in thousands of square feet) R² = Measure of correlation between two variables, expressed on a scale of 0 to +1. The closer to +1 the R² is, the better the correlation between the variables. (e.g. the better the reliability that an estimation of trips is better using FP, GFA, or both) P a s s -B y T r i p s Data related to pass-by trips were also collected during the study. Pass-by trips are described as trips made as intermediate stops on the way from an origin to a primary trip destination without a route diversion. Pass-by trips are attracted from traffic passing the site on an adjacent street or roadway that offers direct access to the generator. It was determined that pass-by trips for the sites for this land use ranged from 65% to 84%, with an average rate of 78%. This rate is significantly higher than the average of 66% found in the ITE Trip Generation Handbook, 2nd Edition for LU 853: Convenience Market with Gas Pumps. However, the average rate for Florida sites included in the 2001 ITE Trip Generation Handbook is 76%. The consistency of this data suggests that future developments of this type could reasonably assume an average pass-by rate of 77% (devised from the average of 76% and 78% referenced above). Table 3 includes a comparison of pass-by trip percentages between the study and ITE. Table 3: Weekday PM Peak Hour Average Pass-By Percentage Comparisons R e c o m m e n d a t i o n s The significant number of studies of travel characteristics for the new convenience markets with gas pumps and the wide geographical spread of these studies in Florida likely represent the majority of new facilities that will be built in the future. With this in mind, the multi-variable equation and average pass-by trip percentage of 77% from the 2012 study may be the best to use in Florida for studying similar new proposed convenience markets with gas pumps. Data Source Number of Sites Average % Pass-By Trips 2012 FDOT Statewide Study 12 78% ITE LU 853, ITE Trip Generation Handbook, 2nd Ed. 15 66%-15% ITE LU 853, ITE Trip Generation Handbook, 2nd Ed. (Florida only)6 76%-3% % Difference from FDOT Study Page 207 of 346 Page 208 of 346 ST. LUCIE COUNTY INDRIO ROAD AND N KINGS HIGHWAY SURVEY DATE: 9/23/19 VICINITY MAP NOTES: LEGAL DESCRIPTION: CERTIFICATION: FLORIDA 34951 TREE TABLE Page 209 of 346 ST. LUCIE COUNTY INDRIO ROAD AND N KINGS HIGHWAY SURVEY DATE: 9/23/19 FLORIDA 34951 LEGEND Page 210 of 346 Environmental resources Final report TO:Kris McCrain, Planning & Development Services Department THROUGH:Jennifer L. McGee, Environmental Regulations Manager Amy E. Griffin, Environmental Resources Director FROM:Aimee L. Cooper, Sr. Environmental Planner DATE:January 24, 2020 SUBJECT:7-11 Indrio Rd & Kings Hwy MNSP-6201925545 CU-6201925547 (beer and wine sales) CU-6201925546 (carwash) CU-6201925548 (gas sales) Background The Environmental Resources Department (ERD) is in receipt of the January 13, 2020 date-stamped submittal from Planning and Development Services requesting approval of a Minor Site Plan and three (3) Conditional Use permits. The applicant is proposing to construct a 3,454 ft2 convenience store with the sale of beer and wine, a free-standing fuel canopy consisting of eight (8) pumps, totaling sixteen (16) fueling stations, and a self-service car wash with associated paved parking, utility infrastructure, and drainage. The 1.95-acre parcel, zoned commercial neighborhood (CN), is located on the northwest corner of Kings Highway and Indrio Road, and is adjacent to single- family residential (RS-4) to the west and CN to the north. This site is currently vacant and heavily vegetated with numerous species of native trees meeting the mitigation threshold. Findings Although the site is heavily vegetated with numerous species of native trees, such as slash pines, oaks, and cabbage palms, there was no evidence of wetlands, intact native upland habitat, or listed species observed during numerous site visits. ERD staff verified the accuracy of the submitted tree survey and found numerous native trees meeting the mitigation threshold outlined in LDC 6.00.05.D. Specifically, fifty-nine (59) sabal palms measuring ten plus (10+) ft. clear trunk, four (4) slash pine trees (equaling 85” diameter at breast height [DBH]) and thirteen (13) oak trees (equaling 267” DBH) totaling 352” DBH to be removed for a total of 704” DBH of required mitigation at the required 2:1 ratio. Mitigation will be met via fee in lieu of $200.00 per sabal palm ($11,800.00) and $200.00/inch of required canopy tree mitigation ($140,800.00) for a total of $152,600.00. A final revised landscape plan, submitted January 13, 2020 by Kimley Horn, was reviewed by ERD staff and found to be consistent with both the Land Development Code (LDC) and Comprehensive Plan. The landscape plan included the required eight (8) ft. masonry wall screening the use and the car wash in accordance with LDC 7.10.22.C from the adjacent residential and commercial properties to the west and north, respectively, and accompanying required landscaping. Recommendation ERD supports approval of the Minor Site Plan and three (3) Conditional Use permits with the conditions outlined below. Page 211 of 346 Conditions of Approval 1)Prior to issuance of a vegetation removal permit or exemption, the applicant shall provide the required $152,600.00 fee in lieu for tree mitigation requirements as detailed on the approved landscape and tree mitigation plans. 2)Prior to issuance of a Certificate of Occupancy, all Category I listed invasive plant species shall be eradicated from the site [Land Development Code Section 7.09.05]. Please contact Aimee Cooper at 772-462-6440 if you have any questions. Page 212 of 346 Page 1 of 2 GE D r a w i n g # : THIS IS A D SIZE SHEET. THE NOTED SCALE IS NOT VALID IF PRINTED AS ANY OTHER SIZE. Da t e : 5 / 3 1 / 2 0 1 9 Provided BY: Application Solution Center Current, Powered by GE NELA Park, East Cleveland OH P: 1-216-266-2398 A1 9 0 8 0 8 7 - E l e v e n # 3 8 9 9 4 F t P i e r c e , F L v 1 . A G I Provided for: John Downing CURRENT, POWERED BY GE Calculated light levels are based on specific information that has been supplied to GE. Any differences in luminaire installation, lighted area geometry and obstructions in the lighted area may produce different results from the predicted values. Normal tolerances of voltage, lamp output, and ballast and luminaire manufacture will affect results. Ref: IES LM-61-06 Calculated light levels are based on specific information that has been supplied to GE. Any differences in luminaire installation, lighted area geometry and obstructions in the lighted area may produce different results from the predicted values. Normal tolerances of voltage, lamp output, and ballast and luminaire manufacture will affect results. Ref: IES LM-61-06 A1 9 0 8 0 8 - 7 - E L E V E N S T O R E # 3 8 9 9 4 MO U N T I N G H E I G H T A S N O T E D MA I N T A I N E D L I G H T I N G L E V E L S I N D I C A T E D Ft . P i e r c e , F L De s i g n e r : H a s s a n J a r o u d i Scale: 1 inch= 21.82 Ft. INDRIO ROAD NORTH KINGS HIGHWAY (TURNPIKE FEEDER ROAD) PO I N T O F BE G I N N I N G INDRIO ROAD NORTH KINGS HIGHWAY (TURNPIKE FEEDER ROAD) PO I N T O F BE G I N N I N G D P U 2 3 1 DD D 7-Eleven Building Parking 1 Parking 2 Parking 3 Parking 4 Parking 5 Air Pump Dumpster Entrance 1 Entrance 2 General Approach Gas Canopy Car Wash x24 x10 EM MH: 12 EM MH: 12 8ft Batten MH: 12 8ft Batten MH: 12 8ft Batten MH: 12 MH: 12 8ft Batten MH: 12 4ft batten EWS3 A7 MH: 12EWS3 A7 MH: 12 EWS3 A7 MH: 12 EWS3 A7 MH: 12 MH: 12 EWS3 A7 EWS3 A7 MH: 12 ECBBB MH: 14.5 EWS3 A7 MH: 12 MH: 6 SC3D1 SC3D1 MH: 6 MH: 12 EWS3 E3 EWS3 E3 MH: 12 SC3D1 MH: 20 MH: 20 SC3D1 MH: 20 D3G3D1 SC3D1 MH: 6 SC3D1 MH: 6 MH: 20 D3G3D1 SC3D1 MH: 20 MH: 20 D3C3D1 MH: 20 SG3D1 SC3D1 MH: 6 MH: 20 D3G3D1 MH: 20 SG3D1 SG3D1 MH: 20 SC3D1 MH: 20 EWS3 B7 MH: 12 MH: 12 EWS3 B7 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.5 13.5 4.9 0.7 0.5 0.4 0.3 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.4 0.5 1.1 2.2 3.7 4.5 3.0 1.4 0.60.60.70.80.70.91.11.41.81.92.02.02.01.91.61.30.70.20.10.10.10.10.10.00.00.0 11.0 6.4 15.3 8.8 12.0 5.8 12.7 4.0 11.6 3.7 8.7 3.7 8.6 4.1 10.2 5.2 15.9 8.2 24.2 15.5 19.1 16.3 7.2 6.3 8.3 16.3 16.7 3.1 4.2 7.9 15.5 17.3 14.4 3.8 6.8 14.8 14.4 3.2 3.7 8.1 17.3 20.6 4.1 9.5 18.8 5.2 11.3 16.5 8.5 10.1 8.7 10.4 12.0 13.8 8.5 13.0 10.0 19.3 11.7 7.3 7.5 9.8 30.1 1.8 0.8 4.3 7.8 15.2 15.6 2.4 1.7 2.1 3.1 4.1 1.9 3.9 7.7 1.3 3.5 9.0 11.0 2.2 5.8 12.0 8.8 7.0 2.8 1.2 1.3 1.8 2.7 4.7 4.3 2.5 1.7 1.0 3.5 4.4 7.1 9.5 6.9 4.3 2.0 1.6 2.4 3.8 5.1 4.9 3.6 2.2 1.4 1.1 1.2 27.0 5.1 5.3 8.9 8.4 6.0 3.1 1.8 1.8 2.2 2.7 2.9 2.6 2.3 1.9 1.6 2.0 2.6 37.9 5.1 4.9 10.7 10.5 10.6 3.9 2.7 1.7 1.7 2.2 3.3 4.3 4.5 3.9 2.9 3.0 4.1 3.2 2.3 3.8 9.3 14.5 15.5 13.0 6.7 4.2 5.6 5.2 4.3 3.2 6.1 11.9 5.2 5.5 4.6 4.5 3.7 7.2 13.4 5.5 4.4 2.8 3.5 3.5 7.6 14.0 5.4 3.3 2.1 2.3 2.9 7.4 14.4 5.4 2.9 1.6 2.1 2.7 7.3 14.1 5.6 3.3 2.1 2.2 2.8 7.4 14.5 6.0 4.6 2.8 2.5 3.2 7.6 14.6 6.4 5.9 4.7 3.4 3.8 8.1 14.3 6.4 6.4 5.6 6.6 6.0 9.5 14.4 6.0 5.0 3.4 12.0 9.1 10.4 14.0 5.4 3.6 2.2 10.5 7.2 9.8 13.2 4.6 2.5 1.5 8.0 5.3 7.5 11.4 3.8 1.9 1.1 3.0 3.1 4.7 9.9 14.4 15.1 12.4 6.1 2.7 1.8 1.2 2.7 4.2 8.9 15.4 13.1 10.1 4.4 3.5 3.4 4.1 5.2 5.7 5.2 4.1 2.7 1.9 2.0 1.8 19.5 3.1 4.9 10.9 17.2 13.4 7.0 6.6 6.3 6.1 6.3 5.1 3.4 2.4 1.9 1.9 2.9 3.3 5.0 8.3 2.8 2.1 2.7 5.0 6.5 1.7 2.2 3.0 4.2 9.0 9.5 20.7 4.3 4.2 6.4 14.5 21.7 5.3 4.8 7.9 15.1 3.2 13.4 24.7 9.4 2.9 2.8 4.6 8.9 8.3 5.8 4.4 7.0 22.7 30.8 30.9 23.1 25.1 34.1 34.2 25.5 26.5 35.9 35.9 26.7 27.2 36.9 37.0 27.5 26.1 35.5 35.6 26.5 27.0 36.7 36.9 27.5 27.0 36.6 36.7 27.4 26.7 35.9 35.9 26.8 28.4 37.6 37.4 27.8 27.5 36.2 35.9 26.6 26.3 34.9 34.7 25.7 24.0 31.9 31.7 23.5 Page 213 of 346 Page 2 of 2 GE D r a w i n g # : Da t e : 5 / 3 1 / 2 0 1 9 Provided BY: Application Solution Center Current, Powered by GE NELA Park, East Cleveland OH P: 1-216-266-2398 A1 9 0 8 0 8 7 - E l e v e n # 3 8 9 9 4 F t P i e r c e , F L v 1 . A G I Provided for: John Downing CURRENT, POWERED BY GE Calculated light levels are based on specific information that has been supplied to GE. Any differences in luminaire installation, lighted area geometry and obstructions in the lighted area may produce different results from the predicted values. Normal tolerances of voltage, lamp output, and ballast and luminaire manufacture will affect results. Ref: IES LM-61-06 A1 9 0 8 0 8 - 7 - E L E V E N S T O R E # 3 8 9 9 4 Ft . P i e r c e , F L MO U N T I N G H E I G H T A S N O T E D MA I N T A I N E D L I G H T I N G L E V E L S I N D I C A T E D De s i g n e r : H a s s a n J a r o u d i City Ordinance: max mounting height of 6ft within 75ft of residential area. Luminaire Schedule Symbol Qty Label Arrangement LLF Description Arr. Watts Arr. Lum. Lumens Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min Air Pump Illuminance Fc 10.75 24 ECBBB SINGLE 1.000 ECBB0B5F5501AWHTE 64 13.0 8.5 1.26 1.53 8110 Canopy Illuminance Fc 30.73 37.6 22.7 1.35 1.66 Dumpster Illuminance Fc 10.93 19.3 7.3 1.50 2.64 Entrance 1 Illuminance Fc 10.90 30.1 0.8 13.63 37.63 Entrance 2 Illuminance 3 D3G3D1 2 @ 90 DEGREES_1 1.000 2-ERS2-0-G3-D1-1-50-1- Color 514 39800 1 D3C3D1 2 @ 90 DEGREES_1 1.000 2-ERS1-0-C3-D1-7-50-1- Color 190 17000 2 EWS3 B7 SINGLE 1.000 EWS3_B7D150_____-120-277V 32 3800 16 EWS3 A7 SINGLE 1.000 EWS3_A7D150_____-120-277V 25 2900 2 EM SINGLE 0.010 LEDPRS-BR-CL (Phillips)20 32 2 EWS3 E3 SINGLE 1.000 EWS3_E3D150_____90 8600 4 8ft Batten SINGLE 1.000 GE 96 4100K Batten Strip GEWI109641BAT-SY 33 3073 1 4ft batten SINGLE 1.000 GE 48 4100K Batten Strip GEWI104841BAT-SY 16.68 1536 3 SG3D1 SINGLE 1.000 1-ERS2-0-G3-D1-1-50-1- Color 257 19900 9 SC3D1 SINGLE 1.000 1-ERS1-0-C3-D1-7-50-1- Color 95 8500 Fc 10.73 15.6 4.3 2.50 3.63 General Approach Illuminance Fc 6.02 37.9 1.0 6.02 37.90 Parking 1 Illuminance Fc 10.50 24.2 3.7 2.84 6.54 Parking 2 Illuminance Fc 10.28 17.3 3.1 3.32 5.58 Parking 3 Illuminance Fc 10.71 20.6 3.2 3.35 6.44 Parking 4 Illuminance Fc 10.90 18.8 4.1 2.66 4.59 Parking 5 Illuminance Fc 10.58 13.8 8.5 1.24 1.62 Property Line Illuminance Fc 0.56 13.5 0.0 N.A.N.A. Page 214 of 346 Batten LED Luminaire comes in 3 sizes 2ft, 4ft & 8ft Batten LED Luminaire GE Lighting Utility Lighting and More. New Batten LED Luminaire gives you more performance in tight, demanding situations where cold and damp conditions along with the outdoor elements come into play. It brings the money-saving benefits of GE LED technology to ATMs, awnings, drive-thru areas… places where dependable utilitarian light is required. More Lighting Performance • Maximizes coverage through wide, uniform Lambertian light distribution • Extruded plastic design protects against moisture, dust and damage • No decrease of light output in cold settings—as can happen with fluorescent • Can be used in -40ºC to 60ºC (-40ºF to 140ºF) • Lumen Output: 400 lumens/foot • 50,000-hour rated life • Color Temperatures: 7100K, 5000K, 4000K, 3000K • Sizes: 2ft, 4ft, 8ft More Savings on Installation and Operation • Installation is fast and easy with mounting clips • Integrated power supply eliminates separate drivers • Easily daisy chain (jumper wire & end-to-end) up to 40 feet of product • Energy Consumption: 4.5 System watts/ft • Input Voltage: 90-277 VAC • Damp Rated • IP66 Tested • For use in damp applications Applications: • LED Luminaire Fixture • Awnings • ATMs • Drive-thrus Page 215 of 346 Components SKU Description Long Description Package Quantity 94456 GEWI102432BAT-SY GE 24" 3000K LED Fixture Single Unit 1 Fixture per box 94455 GEWI102441BAT-SY GE 24" 4000K LED Fixture Single Unit 1 Fixture per box 94459 GEWI104832BAT-SY GE 48" 3000K LED Fixture Single Unit 1 Fixture per box 94458 GEWI104841BAT-SY GE 48" 4000K LED Fixture Single Unit 1 Fixture per box 94462 GEWI109641BAT-SY GE 96" 3000K LED Fixture Single Unit 1 Fixture per box 94461 GEWI109641BAT-SY GE 96" 4000K LED Fixture Single Unit 1 Fixture per box 64409 GEWI102432BAT GE 24" 3000K LED Fixtures 4 Fixtures per box 64430 GEWI102441BAT GE 24" 4000K LED Fixtures 4 Fixtures per box 64431 GEWI102450BAT GE 24" 5000K LED Fixtures 4 Fixtures per box 94454 GEWI102471BAT GE 24" 7100K LED Fixtures 4 Fixtures per box 64432 GEWI104832BAT GE 48" 3000K LED Fixtures 4 Fixtures per box 64433 GEWI104841BAT GE 48" 4000K LED Fixtures 4 Fixtures per box 64434 GEWI104850BAT GE 48" 5000K LED Fixtures 4 Fixtures per box 94457 GEWI104871BAT GE 48" 7100K LED Fixtures 4 Fixtures per box 64472 GEWI109632BAT GE 96" 3000K LED Fixtures 4 Fixtures per box 64473 GEWI109641BAT GE 96" 4000K LED Fixtures 4 Fixtures per box 65653 GEWI109650BAT GE 96" 5000K LED Fixtures 4 Fixtures per box 94460 GEWI109671BAT GE 96" 7100K LED Fixtures 4 Fixtures per box 96440 GERBL-02FP-10-LC72IN GE 6ft Leader Cable 1 Leader Cables per bag 96441 GERBL-02MG-10-JC24IN GE 2ft Jumper Cable 1 Jumper Cables per bag 96442 GEMOUNTCLP GE Mounting Clips 12 clips per bag Technical Specifications Typical Energy Brightness Consumption Maximum Light Specification Item Wavelength (lumens/fixture) (System/Module) Run Length Distribution Dimensions Batten LED 7100K, 5000K 800 9.00 40 ft/12 meters Lambertian 24.7 in x 1.48 in x 2.02 inLuminaire 2 Foot 4000K, 3000K Batten LED 7100K, 5000K 1600 16.00 40 ft/12 meters Lambertian 46.7 in x 1.48 in x 2.02 inLuminaire 4 Foot 4000K, 3000K Batten LED 7100K, 5000K 3200 32.00 40 ft/12 meters Lambertian 90.9 in x 1.48 in x 2.02 inLuminaire 8 Foot 4000K, 3000K Specification Item Specification Applications Awnings, Drive Thru, ATM Operating Environment -40 °C to +60 °C Voltage 120- 277 VAC Warranty GE offers a limited system warranty of up to five (5) years System Certifications UL Classified #E320964 www.gelighting.com GE and the GE Monogram are trademarks of the General Electric Company. All other trademarks are the property of their respective owners. Information provided is subject to change without notice. All values are design or typical values when measured under laboratory conditions. GE Lighting and GE Lighting Solutions, LLC are businesses of the General Electric Company. © 2014 GE. SIGN128 (Rev 10/01/14) Page 216 of 346 GE Evolve™ LED Area Lighting Canopy Light (ECBB) Page 217 of 346 The GE Evolve™ LED Canopy Light family provides an energy-efficient and robust means for lighting areas with canopies, such as gas stations, truck stops and drive-thrus at banks, pharmacies and restaurants. Offering easy installation and maintenance, along with various lumen levels at both 4000K and 5000K color temperatures, this canopy light provides a great LED lighting solution for their outdoor space. Product Features Housing • Die -cast aluminum housing. • Integral heat sink for maximum heat transfer. • Meets 1.5G vibration standards per ANSI C136.31-2010. LED & Optical Assembly • Structured LED array for optimized area lighting photometric distributions. • Evolve™ light engine consisting of reflective technology designed to optimize application efficiency and minimize glare. • Utilizes high brightness LEDs, 70 CRI at 4000K and 5000K color temperature. • LM-79 tests and reports are performed in accordance with IESNA standards. Lumen Maintenance • Projected L90>50,000 hours per IES TM-21. • Projected Lxx per IES TM-21 at 25°C for reference: Notes: 1. Projected Lxx based on LM80 (10,000 hour testing). 2. DOE Lighting Facts Verification Testing Tolerances apply to initial luminous flux and lumen maintenance measurements. Ratings • Listed, suitable for wet locations per UL 1598. • IP66 rated optical enclosure per ANSI C136.25-2009. • Temperature rated at -40°C to 50°C (C5 SKUs: -40°C to 40°C). • Upward Light Output Ratio (ULOR) = 0. • Compliant with the material restriction requirements of RoHS. • DLC Listed. Finish • Corrosion resistant polyester powder paint. • Standard colors: White, Dark Bronze and Black. Electrical • 120-277 volt and 347-480 volt (B5 and C5 optical only), 50/60Hz. • System power factor is >90% and THD<20%. • Class “A” Sound rating. • EMI: Title 47 CFR 15 Class A. • Motion sensor and integral photo electric sensor available. • Surge Protection Options: For 120-277VAC and 347-480VAC per IEEE/ANSI C136.2-2015. – 6kV/3kA “Basic” standard. – 10kV/5kA “Enhanced” R option. Warranty • Limited 5-Year Warranty for product launch standard. AccessoriesSee page 5 for accessories • 24” Escutcheon Plate • 32” Escutcheon Plate • Shoebox Mounting • Pendant Mounting / Please refer to the DLC QPL website for the latest and most complete information.www.designlights.org/QPL T5 L96 L95 L91 A5 L96 L92 L86 B5 L95 L92 L85 C5 L94 L90 L82 OPTICAL CODE 25,000 hrs 50,000 hrs 100,000 hrs Lxx(10K)@hours Page 218 of 346 E C B B F 5 A _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ PRODUCT ID VOLTAGEPRODUCTGENERATION OPTICALCODE 0 = 120 - 277H = 347-480V* * See below table for available options OPTIONSCOLORMOUNTINGMOTION SENSOR/PE FUNCTION D = Dimmable (0-10 Volt Input) †002 = Non-Dimming with Junction BoxD01 = Dimming with Junction BoxR = 10kV/5kA Surge ProtectionM = NOM31 † Dimming leads will be provided and terminated with quick- disconnect terminals. WHTE = WhiteBLCK = BlackDKBZ = Dark Bronze Contact manufacturer for additional colors. A = Surface Mount Other mounting options are available in the ECB accessories datasheet. 1 = None4 = Motion Sensor and Integral Photocell* * Not available with 347-480V. Must order with 10kV surge protection Option “R”. * Must order with 10kV surge protection Option “R”. 30 = 3000K<> 40 = 4000K 50 = 5000K <> Select 3000K CCT for IDA approved units LED COLOR TEMP 5 = Less than or equal to 525mA DRIVECURRENTLENSTYPE E = Evolve C = Canopy B = Housing B = Photometric Series “B”F = Flat Lens Symmetric Wide T5 Flat Lens 3450 3500 3550 29 NA ECBB_T5F530__120-277V.ies ECBB_T5F540__120-277V.ies ECBB_T5F550__120-277V.ies Symmetric Wide A5 Flat Lens 4120 4170 4230 35 NA ECBB_A5F530__120-277V.ies ECBB_A5F540__120-277V.ies ECBB_A5F550__120-277V.ies Symmetric Wide B5 Flat Lens 7740 8010 8110 64 64 ECBB_B5F530__.ies ECBB_B5F540__.ies ECBB_B5F550__.ies Symmetric Wide C5 Flat Lens 13410 13410 13550 110 110 ECBB_C5F530__.ies ECBB_C5F540__.ies ECBB_C5F550__.ies PHOTOMETRIC TYPE LENSTYPEOPTICALCODE 4000K3000K 5000K 120-277V 347-480V 5000K4000K3000K TYPICAL INITIAL LUMENS TYPICAL SYSTEMWATTAGE IESFILE NUMBERS TY P E V Photometrics 4902 3677 2451 1226 ECB Type V - Symmetric Wide - Flat Lens 13,510 Lumens, 5000K (ECBB_C5D550.ies) Grid Distance in Units of Mounting Height of 15’ Initial Footcandle Values at Grade .1 Vertical plane through horizontal angleof maximum candlepower at 60°Horizontal cone through vertical angle of maximum candlepower at 4° .2 2 .5 1 Motion Sensing Option: • Intended for 8-25ft mounting heights. • Provides a coverage area radius for walking motion of 15-20ft. • Provides 360° of coverage. • Factory pre-set 50% dimmed light output with no occupancy. • May be reprogrammed using additional remote programmer. Remote Programmer part number: WS FSIR-100 PROGRAMMER (197634) • Photoelectric control is integrated through the motion sensor, and is offered as standard. Approximate Sensor Pattern: Canopy Fixture 15 ft. Mounting Height 20’ 20’ 15’ 15’ 10’ 10’ 5’ 5’5’ 5’ 10’10’15’15’20’20’ GE Evolve™ LED Area Lighting Canopy Light - ECBB Project name _________________ Date ________________________ Type ________________________ Page 219 of 346 DA T A • Approximate Net Weight: 20 lbs Product Dimensions Evolve™ LED Canopy Light (ECBB) Standard Lens With Optional Electrical Junction Box: 002, D01 5.0 7.4 2.4 16.1 16.7 4.7 2.6 7.3 9.8 2.5 All accessory product ordered and shipped separate from the luminaire. Contact manufacturer for more information. Evolve™ Canopy Light Accessories Product ID Series Detail Color E = Evolve P = Pendant 1 = No Bird Shield WHTE = White C = Canopy Mount 2 = Bird Shield BLCK = Black B = Housing DKBZ = Dark Bronze RAL custom colors available. Contact Manufacturer. E C B E — — — — — — — — — E C B P — — — — — — — — — Product ID Series Detail Color E = Evolve M = Square 3 = 3 Wire Leads WHTE = White C = Canopy Mounting Box 5 = 5 Wire Leads, BLCK = Black B = Housing with Dimming DKBZ = Dark Bronze RAL custom colors available. Contact Manufacturer. E C B M — — — — — — — — — Beauty Plates 24” & 32” Escutcheon plates designed to cover unsightly canopy ceilings. Pendant Mount Box Mount 16 gauge steel (0.060” thickness), 12 eletrical knockouts (EKOs) for flexibility in wire routing for installation. Product ID Series Detail Color E = Evolve E = Escutcheon 1 = 24” x 24” Square WHTE = White C = Canopy Plate 2 = 32” x 32” Square BLCK = Black B = Housing DKBZ = Dark Bronze RAL custom colors available. Contact Manufacturer. All trademarks are the property of their respective owners. Information provided is subject to change without notice. All values are design or typical values when measured under laboratory conditions. Current, powered by GE is a business of the General Electric Company. © 2017 GE. www.currentbyge.com OLP3100 (Rev 12/04/17) Page 220 of 346 ORDERING INFORMATION Catalog Number: Example: LEDPRSWCL BR - Dark BronzeB - BlackW - White LEDPRS see below JOB NAME: TYPE NO.: CATALOG NO.: MODEL NUMBER Pluralux Series Wet Location LED Emergency Lighting Units HOUSING COLOR NOTE: Dimensions and specifications subject to change without notice.Form 1278A 04/12 © 2006 Philips group OPTIONS CL Cold Location Operation SPECIFICATIONS Housings and backplates are constructed of rugged die-cast aluminum finished Construction in scuff resistant, textured powder coat paint standard. All housings are sealed and gasketed for damp and wet location applications. Prismatic Lens: Unit lens is constructed of clear, high impact polycarbonate. The housing backplate provides knockouts for mounting the unit to wall surfaces and/or standard 31/2” and 4” utility boxes. Installation Wiring: Knockouts in the unit backplate allow rear wiring input from utility boxes. An entry point is also provided on the top of the unit housing to allow connection to rigid surface conduit. Emergency illumination is provided by 4.8V, 5W ultra bright white LED Illumination Prismatic lenses provide bright, even, glare-free operation in a wide pattern across the path of egress. • Dual input 120/277VAC, 60 Hz • AC Lockout protection Electronics • AC-On indicator light and test switch • Low voltage battery disconnect • Automatic, constant current charger • Automatic brownout protection Power Input Power: 10W (maximum charge), 3.5W ready stateConsumption 4.8V nickel cadmium sealed maintenance free battery.Battery Optimum operating temperature range: 32ºF to 122ºF (0ºC to 50ºC). Provides a minimum of 90 minutes of full output emergency illumination. Code Listed to UL924. Meets NFPA Life Safety Code 101.Compliance Complies with NEC and OSHA. Warranty Limited 3-year warranty. 5-year nickel cadmium pro-rata battery warranty. Self-Diagnostic Operation Plus High-Output LED Lamp! Also available in black or white finishes Standard with dark bronze finish PRODUCT FEATURES • Attractive, architectural styling • Low profile design - meets ADA requirements • Die-cast aluminum housing • Choice of three decorator color finishes • Self-diagnostic circuitry standard • Ultra bright white LED lamps provide superior emergency lighting levels • Polycarbonate lens and mirrored reflector provide even illumination • Fast, easy wall mount installation • Provision for back wiring or surface conduit entry • Universal 120/277VAC input • Fully automatic charger standard • Maintenance-free nickel cadmium battery standard • 90 minutes of emergency illumination • Momentary test switch and AC ready indicator • UL924 and UL Wet Location listed • Suitable for damp and wet location applications • Meets NFPA Life Safety Code 101, NEC and OSHA • UL operating range 32ºF to 122ºF (0ºC to 50ºC) • Cold location option allows operation range of -4ºF to 122ºF (-20ºC to 50ºC) DIMENSIONS 101/2”26.7cm 61/2”16.5cm 33/4”9.5cm OPTIONS Specifications are subject to change without notice. Consult website for latest version of this spec sheet. Crescent/Stonco • 200 Franklin Square Drive • Somerset, NJ 08873 •  • www.crescentlighting.com Crescent is a Philips company Page 221 of 346 GE Evolve™ LED Roadway Lighting ERL1-ERLH-ERL2 Page 222 of 346 To learn more about GE Evolve LED Roadway Lighting, go to: www.currentbyge.com • Local Roadways • Collector Roadways • Major Roadway/Streets 2 Features:Applications: The Evolve LED Roadway Luminaire is optimized for customers requiring a LED solution for local, collector and major roadways. GE’s unique reflective optics are designed to optimize application efficiency and minimize glare. The modern design incorporates the heat sink directly into the unit for heat transfer to prolong LED life. This reliable unit has a 100,000 hour design life, significantly reducing maintenance needs and expense over the life of the fixture. This efficient solution lowers energy consumption compared to a traditional HID fixture for additional operating cost savings. GE Evolve™ LED Roadway Lighting ERL1-ERLH-ERL2 • Optimized roadway photometric distributions • Evolve™ light engine consisting of reflective technology designed to optimize application efficiency and minimize glare • 70 CRI at 2700K, 3000K and 4000K typical. • –40°C to 50°C UL Ambient Typical. • ULOR = 0 (zero uplight) • Designed & Assembled in USA Compatible with LightGrid™ Outdoor Wireless Control System Page 223 of 346 3 Typical Specifications: ERL1-ERLH-ERL2 LED & Optical • Output Range: 1900 – 30000 lm • Photometric Options: Type II Narrow, Type II Wide, Type III, Type IV • System Efficacy: 100 - 145 LPW • CCT: 2700K, 3000K, 4000K; High brightness LEDs @ 70 CRI Lumen Maintenance Tables Projected Lxx per IES TM-21 at 25°C for reference: Note: Projected Lxx based on LM80 (10,000 hour testing). DOE Lighting Facts Verification Testing Tolerances apply to initial luminous flux and lumen maintenance measurements. Electrical • Input Voltage: 120-277 volt and 347-480 volt• Input Frequency: 50/60Hz• Power Factor (PF)*: >90%• Total Harmonic Distortion (THD)*: <20% *Power factor and THD tolerance exceptions: ERL1 “02” Lumen output: PF and THD within tolerances above only at 120 volt. ERL1 “03” Lumen output: @120 volt PF~0.89; @ 480 volt THD~26% ERL1 “04” Lumen output: @480 volt THD~22% Ratings • Surge Protection: per ANSI C136.2-2015: (Driver Internal): • 6kV/3kA "Basic: (120 Strikes)" - Standard on ERL1 (02-06) • 10kV/5kA "Enhanced: (40 Strikes)" - Standard on ERL1 (07 - 10), ERLH, ERL2 (Additional Separate Secondary SPD) • 10kV/5kA "Enhanced: (40 Strikes) - Option "R" • 20kV/10kA "Elevated" (40 Strikes) - Option "T"• Safety: UL/cUL Listed. UL 1598 listed, suitable for wet locations• Environmental: Compliant with the materials restrictions of RoHS• EMI: Title 47 CFR Part 15 Class A• Vibration: 3G per ANSI C136.31-2010• LM-79 testing in accordance with IESNA Standards• Std. Optical enclosure rated per ANSI C136.25-2009: — ERL1/ERLH/ERL2 = IP65, Optional: IP66 • Operating Temperature: Construction & Finish • Housing: — Die Cast Enclosure — Casting-integral heat sink for maximum heat transfer • Lensing: Impact resistant tempered glass, standard • Paint: Corrosion resistant polyester powder painted, minimum 2.0 mil. thickness. — Standard Colors: Dark Bronze, Black, & Gray — RAL & custom colors available — Optional coastal finish available. • Weight: 12.4lbs (5.6kg) – 24lbs (10.9kg) Warranty • System Warranty: 5 Year Standard, 10 Year Optional Controls • Dimming: — Standard: 0-10V; Optional: DALI (120-277V Only) • Sensors: — Photo electric sensors (PE) available. • LightGrid™ compatible Mounting • Slipfitter with +/- 5 degree of adjustment for leveling. • Integral die cast mounting pipe stop. • Adjustable for 1.25 in. or 2 in. mounting pipe. Suggested HID Replacement Lumen Levels • ~4,000–5,000 lumens to replace 100W HPS Cobra-head • ~7,000–8,800 lumens to replace 150W HPS Cobra-head • ~8,500–11,500 lumens to replace 200W HPS Cobra-head • ~11,500–14,000 lumens to replace 250W HPS Cobra-head • ~21,000–30,000 lumens to replace 400W HPS Cobra-head Note: Actual replacement lumens may vary based upon mounting height, pole spacing, design criteria, etc. **The information above is designed to provide a guideline to select the correct luminaire for a roadway application. The best and most accurate way to ensure the proper design is do a lighting layout Utilizing AGI. / GE Evolve™ LED Roadway Lighting ERL1-ERLH-ERL2 Project name _________________ Date ________________________ Type ________________________ Delayed start may be experienced < -35°C ERL1 02-10 -40°C to 50°C ERLH 10-11 -40°C to 50°C ERLH 13-16 -40°C to 45°C ERL2 16-28 -40°C to 50°C ERL2 30 -40°C to 45°C PRODUCT ID LUMEN OUTPUT AMBIENT READING A1, B1 Extra Narrow/Narrow Asymmetric A3 Type II Narrow C1, E1 Asymmetric Short/Medium B3 Type II Wide D1, G1 Asymmetric Forward/Extra Wide C3 Type III F1 Asymmetric Wide D3 Type IV E3 Type II Enhanced Back Light PREVIOUS DESCRIPTION CONVERSION FROM PREVIOUS GENERATION OPTICS TO CURRENT GENERATION OPTICS** CURRENT DESCRIPTION 02,03,04,05,06 L96 L95 L91 07,08,09 L95 L91 L84 10 L89 L80 L64 ERL1LUMEN OUTPUT CODES 25,000 HR LXX(10K)@HOURS 50,000 HR 100,000 HR 10, 11 L97 L96 L94 13, 14 L95 L93 L88 15, 16 L94 L91 L85 ERLH LUMEN OUTPUT CODES 25,000 HRLXX(10K)@HOURS50,000 HR 100,000 HR 16, 18, 19, 21, 23 L96 L94 L91 25, 27, 28 L95 L93 L88 30 L95 L93 L87 ERL2LUMEN OUTPUT CODES 25,000 HR LXX(10K)@HOURS 50,000 HR 100,000 HR Page 224 of 346 4 E R L 1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ PROD. ID VOLTAGE LUMENOUTPUT 0 = 120-277V*1 = 1202 = 2083 = 2404 = 2775 = 480D = 347H = 347-480* * Not available with Fusing. Must choose a discrete voltage with F option. 02*03<04<05<0607080910 See Table *120V only, not compatible with 0-10V dimming.< See Note Under Controls Column OPTIONSCOLORCONTROLSCCTDISTRIBUTION* A = 4 Bolt Slipfitter †F = FusingG = Internal Bubble LevelI = IP66 OpticalL = Tool-Less EntryR = Secondary 10kV/5kA SPDU = DALI Programmable +^X = Single Package #Y = Coastal Finish *XXX = Special Options † Contact manufacturer for Lead-Time. # "X" option provides single pack box per fixture. Std Packaging = 20 units per Magna pak container. * Recommended for installations within 750 ft. from the coast. Contact Factory for Lead-Time. + Compatible with LightGrid 2.0 nodes. ^ Not available in 347V, 480V or 347-480V for Lumen Output Levels 07, 08, 09, and 10. GRAY = GrayBLCK = BlackDKBZ = Dark Bronze A = ANSI C136.41 7-pinD = ANSI C136.41 7-pin with Shorting CapE = ANSI C136.41 7-pin with non-Dimming PE Control.* *PE Control Only available for120-277V or 480V Discrete. Not available for 347-480V or 347V Discrete. < If dimming the 03 - 05 lumen output using a control supplied from a source other than GE call 1-888-694-3533, then select Option 2 at the prompt for assistance. NOTE: Dimming controls wired for 0-10V standard unless DALI option “U” requested. 27 = 2700K 30 = 3000K40 = 4000K Select 2700K or 3000K CCT for IDA approved units. E = Evolve R = Roadway L = Local 1 = Single Module A3 = Type II NarrowB3 = Type II WideC3 = Type IIID3 = Type IVE3 = Type II Enhanced Back Light See Table *Nominal IES Type classing subject to typical variation, individual units may differ. LUMEN OUTPUT DISTRIBUTION 4000K 4000K3000K2700K 3000K 2700K120-277V 347-480V TYPICAL SYSTEM WATTAGETYPICALINITIAL LUMENS BUG RATING IES FILE NUMBER A3 B1-U0-G1 B1-U0-G1 B1-U0-G1 ERL1_02A340_-120V.IES N/A ERL1_02A330_-120V.IES N/A ERL1_02A327_-120V.IES N/A B3 B1-U0-G1 B1-U0-G1 B1-U0-G1 ERL1_02B340_-120V.IES N/A ERL1_02B330_-120V.IES N/A ERL1_02B327_-120V.IES N/A 02 C3 2000 1900 1900 14 N/A B1-U0-G1 B1-U0-G1 B1-U0-G1 ERL1_02C340_-120V.IES N/A ERL1_02C330_-120V.IES N/A ERL1_02C327_-120V.IES N/A D3 B0-U0-G1 B0-U0-G1 B0-U0-G1 ERL1_02D340_-120V.IES N/A ERL1_02D330_-120V.IES N/A ERL1_02D327_-120V.IES N/A E3 B1-U0-G1 B1-U0-G1 B1-U0-G1 ERL1_02E340_-120V.IES N/A ERL1_02E330_-120V.IES N/A ERL1_02E327_-120V.IES N/A A3 B1-U0-G1 B1-U0-G1 B1-U0-G1 ERL1_03A340_-120-277V.IES ERL1_03A340_-347-480V.IES ERL1_03A330_-120-277V.IES ERL1_03A330_-347-480V.IES ERL1_03A327_-120-277V.IES ERL1_03A327_-347-480V.IES B3 B1-U0-G1 B1-U0-G1 B1-U0-G1 ERL1_03B340_-120-277V.IES ERL1_03B340_-347-480V.IES ERL1_03B330_-120-277V.IES ERL1_03B330_-347-480V.IES ERL1_03B327_-120-277V.IES ERL1_03B327_-347-480V.IES 03 C3 3000 2900 2800 22 26 B1-U0-G1 B1-U0-G1 B1-U0-G1 ERL1_03C340_-120-277V.IES ERL1_03C340_-347-480V.IES ERL1_03C330_-120-277V.IES ERL1_03C330_-347-480V.IES ERL1_03C327_-120-277V.IES ERL1_03C327_-347-480V.IES D3 B1-U0-G1 B1-U0-G1 B1-U0-G1 ERL1_03D340_-120-277V.IES ERL1_03D340_-347-480V.IES ERL1_03D330_-120-277V.IES ERL1_03D330_-347-480V.IES ERL1_03D327_-120-277V.IES ERL1_03D327--347-480V.IES E3 B1-U0-G1 B1-U0-G1 B1-U0-G1 ERL1_03E340_-120-277V.IES ERL1_03E340_-347-480V.IES ERL1_03E330_-120-277V.IES ERL1_03E330_-347-480V.IES ERL1_03E327_-120-277V.IES ERL1_03E327_-347-480V.IES A3 B1-U0-G1 B1-U0-G1 B1-U0-G1 ERL1_04A340_-120-277V.IES ERL1_04A340_-347-480V.IES ERL1_04A330_-120-277V.IES ERL1_04A330_-347-480V.IES ERL1_04A327_-120-277V.IES ERL1_04A327_-347-480V.IES B3 B1-U0-G1 B1-U0-G1 B1-U0-G1 ERL1_04B340_-120-277V.IES ERL1_04B340_-347-480V.IES ERL1_04B330_-120-277V.IES ERL1_04B330_-347-480V.IES ERL1_04B327_-120-277V.IES ERL1_04B327_-347-480V.IES 04 C3 4000 3900 3800 31 34 B1-U0-G1 B1-U0-G1 B1-U0-G1 ERL1_04C340_-120-277V.IES ERL1_04C340_-347-480V.IES ERL1_04C330_-120-277V.IES ERL1_04C330_-347-480V.IES ERL1_04C327_-120-277V.IES ERL1_04C327_-347-480V.IES D3 B1-U0-G1 B1-U0-G1 B1-U0-G1 ERL1_04D340_-120-277V.IES ERL1_04D340_-347-480V.IES ERL1_04D330_-120-277V.IES ERL1_04D330_-347-480V.IES ERL1_04D327_-120-277V.IES ERL1_04D327_-347-480V.IES E3 B1-U0-G1 B1-U0-G1 B1-U0-G1 ERL1_04E340_-120-277V.IES ERL1_04E340_-347-480V.IES ERL1_04E330_-120-277V.IES ERL1_04E330_-347-480V.IES ERL1_04E327_-120-277V.IES ERL1_04E327_-347-480V.IES A3 B1-U0-G1 B1-U0-G1 B1-U0-G1 ERL1_05A340_-120-277V.IES ERL1_05A340_-347-480V.IES ERL1_05A330_-120-277V.IES ERL1_05A330_-347-480V.IES ERL1_05A327_-120-277V.IES ERL1_05A327_-347-480V.IES B3 B1-U0-G1 B1-U0-G1 B1-U0-G1 ERL1_05B340_-120-277V.IES ERL1_05B340_-347-480V.IES ERL1_05B330_-120-277V.IES ERL1_05B330_-347-480V.IES ERL1_05B327_-120-277V.IES ERL1_05B327_-347-480V.IES 05 C3 5000 4900 4700 39 43 B1-U0-G2 B1-U0-G2 B1-U0-G2 ERL1_05C340_-120-277V.IES ERL1_05C340_-347-480V.IES ERL1_05C330_-120-277V.IES ERL1_05C330_-347-480V.IES ERL1_05C327_-120-277V.IES ERL1_05C327_-347-480V.IES D3 B1-U0-G1 B1-U0-G1 B1-U0-G1 ERL1_05D340_-120-277V.IES ERL1_05D340_-347-480V.IES ERL1_05D330_-120-277V.IES ERL1_05D330_-347-480V.IES ERL1_05D327_-120-277V.IES ERL1_05D327_-347-480V.IES E3 B2-U0-G2 B1-U0-G1 B1-U0-G1 ERL1_05E340_-120-277V.IES ERL1_05E340_-347-480V.IES ERL1_05E330_-120-277V.IES ERL1_05E330_-347-480V.IES ERL1_05E327_-120-277V.IES ERL1_05E327_-347-480V.IES A3 B2-U0-G2 B2-U0-G2 B2-U0-G2 ERL1_06A340_-120-277V.IES ERL1_06A340_-347-480V.IES ERL1_06A330_-120-277V.IES ERL1_06A330_-347-480V.IES ERL1_06A327_-120-277V.IES ERL1_06A327_-347-480V.IES B3 B1-U0-G2 B1-U0-G2 B1-U0-G2 ERL1_06B340_-120-277V.IES ERL1_06B340_-347-480V.IES ERL1_06B330_-120-277V.IES ERL1_06B330_-347-480V.IES ERL1_06B327_-120-277V.IES ERL1_06B327_-347-480V.IES06 C3 6000 5800 5700 47 52 B1-U0-G2 B1-U0-G2 B1-U0-G2 ERL1_06C340_-120-277V.IES ERL1_06C340_-347-480V.IES ERL1_06C330_-120-277V.IES ERL1_06C330_-347-480V.IES ERL1_06C327_-120-277V.IES ERL1_06C327_-347-480V.IES D3 B1-U0-G2 B1-U0-G2 B1-U0-G2 ERL1_06D340_-120-277V.IES ERL1_06D340_-347-480V.IES ERL1_06D330_-120-277V.IES ERL1_06D330_-347-480V.IES ERL1_06D327_-120-277V.IES ERL1_06D327_-347-480V.IES E3 B2-U0-G2 B2-U0-G2 B2-U0-G2 ERL1_06E340_-120-277V.IES ERL1_06E340_-347-480V.IES ERL1_06E330_-120-277V.IES ERL1_06E330_-347-480V.IES ERL1_06E327_-120-277V.IES ERL1_06E327_-347-480V.IES A3 B2-U0-G2 B2-U0-G2 B2-U0-G2 ERL1_07A340_____.IES ERL1_07A330_____.IES ERL1_07A327_____.IES B3 B1-U0-G2 B1-U0-G2 B1-U0-G2 ERL1_07B340_____.IES ERL1_07B330_____.IES ERL1_07B327_____.IES07 C3 7000 6800 6600 58 B1-U0-G2 B1-U0-G2 B1-U0-G2 ERL1_07C340_____.IES ERL1_07C330_____.IES ERL1_07C327_____.IES D3 B1-U0-G2 B1-U0-G2 B1-U0-G2 ERL1_07D340_____.IES ERL1_07D330_____.IES ERL1_07D327_____.IES E3 B2-U0-G2 B2-U0-G2 B2-U0-G2 ERL1_07E340_____.IES ERL1_07E330_____.IES ERL1_07E327_____.IES A3 B2-U0-G2 B2-U0-G2 B2-U0-G2 ERL1_08A340_____.IES ERL1_08A330_____.IES ERL1_08A327_____.IES B3 B2-U0-G2 B2-U0-G2 B2-U0-G2 ERL1_08B340_____.IES ERL1_08B330_____.IES ERL1_08B327_____.IES08 C3 8000 7800 7600 71 B1-U0-G2 B1-U0-G2 B1-U0-G2 ERL1_08C340_____.IES ERL1_08C330_____.IES ERL1_08C327_____.IES D3 B1-U0-G2 B1-U0-G2 B1-U0-G2 ERL1_08D340_____.IES ERL1_08D330_____.IES ERL1_08D327_____.IES E3 B2-U0-G2 B2-U0-G2 B2-U0-G2 ERL1_08E340_____.IES ERL1_08E330_____.IES ERL1_08E327_____.IES A3 B2-U0-G2 B2-U0-G2 B2-U0-G2 ERL1_09A340_____.IES ERL1_09A330_____.IES ERL1_09A327_____.IES B3 B2-U0-G2 B2-U0-G2 B2-U0-G2 ERL1_09B340_____.IES ERL1_09B330_____.IES ERL1_09B327_____.IES09 C3 9000 8800 8500 84 B2-U0-G2 B1-U0-G2 B1-U0-G2 ERL1_09C340_____.IES ERL1_09C330_____.IES ERL1_09C327_____.IES D3 B1-U0-G2 B1-U0-G2 B1-U0-G2 ERL1_09D340_____.IES ERL1_09D330_____.IES ERL1_09D327_____.IES E3 B2-U0-G2 B2-U0-G2 B2-U0-G2 ERL1_09E340_____.IES ERL1_09E330_____.IES ERL1_09E327_____.IES A3 B2-U0-G2 B2-U0-G2 B2-U0-G2 ERL1_10A340_____.IES ERL1_10A330_____.IES ERL1_10A327_____.IES B3 B2-U0-G2 B2-U0-G2 B2-U0-G2 ERL1_10B340_____.IES ERL1_10B330_____.IES ERL1_10B327_____.IES10 C3 9800 9600 9250 97 B2-U0-G2 B2-U0-G2 B2-U0-G2 ERL1_10C340_____.IES ERL1_10C330_____.IES ERL1_10C327_____.IES D3 B1-U0-G2 B1-U0-G2 B1-U0-G2 ERL1_10D340_____.IES ERL1_10D330_____.IES ERL1_10D327_____.IES E3 B2-U0-G2 B2-U0-G2 B2-U0-G2 ERL1_10E340_____.IES ERL1_10E330_____.IES ERL1_10E327_____.IES GE Evolve™ LED Roadway Lighting ERL1-ERLH-ERL2 Project name _________________ Date ________________________ Type ________________________ 4000K120-277V 347-480V 3000K120-277V 347-480V 2700K120-277V 347-480V ◊ ◊ Page 225 of 346 5 Photometrics: Evolve™ LED Streetlight (ERL1) ERL1Type II Narrow (05A340) 5,000 Lumens 4000K ERL1_05A340___.IES ERL1 Type II Wide (05B340) 5,000 Lumens 4000K ERL1_05B340___.IES ERL1 Type III ((05C340) 5,000 Lumens 4000K ERL1_05C340___.IES ERL1 Type IV (05D340) 5,000 Lumens 4000K ERL1_(05D340)___.IES ERL1Type II Enhanced Back Light (05E340) 5,000 Lumens 4000K ERL1_(05E340)___.IES Grid Distance in Units of Mounting Height at 30’ Initial Footcandle Values at Grade Grid Distance in Units of Mounting Height at 30’ Initial Footcandle Values at Grade Grid Distance in Units of Mounting Height at 30’ Initial Footcandle Values at Grade Grid Distance in Units of Mounting Height at 30’ Initial Footcandle Values at Grade Grid Distance in Units of Mounting Height at 30’ Initial Footcandle Values at Grade — Vertical plane through horizontal angle of Max. Cd at 80°— Horizontal cone through vertical angle of Max. Cd at 67° — Vertical plane through horizontal angle of Max. Cd at 75°— Horizontal cone through vertical angle of Max. Cd at 69° — Vertical plane through horizontal angle of Max. Cd at 75°— Horizontal cone through vertical angle of Max. Cd at 70° — Vertical plane through horizontal angle of Max. Cd at 55°— Horizontal cone through vertical angle of Max. Cd at 64° — Vertical plane through horizontal angle of Max. Cd at 75°— Horizontal cone through vertical angle of Max. Cd at 67° 1137 2275 3412 4550 1 2 889 1778 2667 3555 1 2 890 1780 2670 3559 1 2 695 1390 2085 2781 1 2 854 1708 2562 3416 1 2 .1 .2 .5 .1 .2 .5 .1 .2 .5 .1.2.5 .1 .2 .5 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 0 1 2 3 4 5Street Width / Mounting Height SS HS Co e f f i c i e n t s o f U t i l i z a t i o n 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 012345Street Width / Mounting Height SS HS Co e f f i c i e n t s o f U t i l i z a t i o n 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 012345Street Width / Mounting Height SS HS Co e f f i c i e n t s o f U t i l i z a t i o n 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 012345Street Width / Mounting Height SS HS Co e f f i c i e n t s o f U t i l i z a t i o n 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 012345Street Width / Mounting Height SS HS Co e f f i c i e n t s o f U t i l i z a t i o n Page 226 of 346 6 E R L H _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ PROD. ID VOLTAGE LUMENOUTPUT 0 = 120-277V*1 = 1202 = 2083 = 2404 = 2775 = 480D = 347H = 347-480* * Not available with Fusing. Must choose a discrete voltage with F option. 101113141516 See Table OPTIONSCOLORCONTROLSCCTDISTRIBUTION* A = 4 Bolt Slipfitter †F = FusingG = Internal Bubble LevelI = IP66 OpticalL = Tool-Less EntryR = Secondary 10kV/5kA SPDU = DALI Programmable +^X = Single Package #Y = Coastal Finish *XXX = Special Options † Contact manufacturer for Lead-Time. # "X" option provides single pack box per fixture. Std Packaging = 20 units per Magna pak container. * Recommended for installations within 750 ft. from the coast. Contact Factory for Lead-Time. + Compatible with LightGrid 2.0 nodes. ^ Not available in 347V, 480V or 347-480V. GRAY = GrayBLCK = BlackDKBZ = Dark Bronze A = ANSI C136.41 7-pinD = ANSI C136.41 7-pin with Shorting CapE = ANSI C136.41 7-pin with non-Dimming PE Control.* *PE Control Only available for120-277V or 480V Discrete. Not available for 347-480V or 347V Discrete. NOTE: Dimming controls wired for 0-10V standard unless DALI option “U” requested. 30 = 3000K40 = 4000K Select 3000K CCT for IDA approved units. E = Evolve R = Roadway L = Local H = High Output A3 = Type II NarrowB3 = Type II WideC3 = Type IIID3 = Type IVE3 = Type II Enhanced Back Light See Table *Nominal IES Type classing subject to typical variation, individual units may differ. LUMEN OUTPUT DISTRIBUTION 4000K 4000K3000K 3000K120-277V 347-480V TYPICAL SYSTEM WATTAGETYPICALINITIAL LUMENS BUG RATING IES FILE NUMBER A3 B2-U0-G2 B2-U0-G2 ERLH_10A340_____.IES ERLH_10A330_____.IES B3 B2-U0-G2 B2-U0-G2 ERLH_10B340_____.IES ERLH_10B330_____.IES 10 C3 10000 9600 82 82 B2-U0-G3 B2-U0-G2 ERLH_10C340_____.IES ERLH_10C330_____.IES D3 B1-U0-G3 B1-U0-G2 ERLH_10D340_____.IES ERLH_10D330_____.IES E3 B3-U0-G3 B3-U0-G3 ERLH_10E340_____.IES ERLH_10E330_____.IES A3 B3-U0-G3 B2-U0-G2 ERLH_11A340_____.IES ERLH_11A330_____.IES B3 B3-U0-G3 B2-U0-G2 ERLH_11B340_____.IES ERLH_11B330_____.IES 11 C3 11500 11000 98 98 B2-U0-G3 B2-U0-G3 ERLH_11C340_____.IES ERLH_11C330_____.IES D3 B1-U0-G3 B1-U0-G2 ERLH_11D340_____.IES ERLH_11D330_____.IES E3 B3-U0-G3 B3-U0-G3 ERLH_11E340_____.IES ERLH_11E330_____.IES A3 B3-U0-G3 B3-U0-G3 ERLH_13A340_____.IES ERLH_13A330_____.IES B3 B2-U0-G3 B2-U0-G3 ERLH_13B340_____.IES ERLH_13B330_____.IES 13 C3 13000 12500 111 111 B2-U0-G3 B2-U0-G3 ERLH_13C340_____.IES ERLH_13C330_____.IES D3 B2-U0-G3 B2-U0-G3 ERLH_13D340_____.IES ERLH_13D330_____.IES E3 B3-U0-G3 B3-U0-G3 ERLH_13E340_____.IES ERLH_13E330_____.IES A3 B3-U0-G3 B3-U0-G3 ERLH_14A340_____.IES ERLH_14A330_____.IES B3 B2-U0-G3 B2-U0-G3 ERLH_14B340_____.IES ERLH_14B330_____.IES 14 C3 14000 13400 122 122 B2-U0-G3 B2-U0-G3 ERLH_14C340_____.IES ERLH_14C330_____.IES D3 B2-U0-G3 B2-U0-G3 ERLH_14D340_____.IES ERLH_14D330_____.IES E3 B3-U0-G3 B3-U0-G3 ERLH_14E340_____.IES ERLH_14E330_____.IES A3 B3-U0-G3 B3-U0-G3 ERLH_15A340_____.IES ERLH_15A330_____.IES B3 B2-U0-G3 B2-U0-G3 ERLH_15B340_____.IES ERLH_15B330_____.IES 15 C3 15000 14400 136 136 B2-U0-G3 B2-U0-G3 ERLH_15C340_____.IES ERLH_15C330_____.IES D3 B2-U0-G3 B2-U0-G3 ERLH_15D340_____.IES ERLH_15D330_____.IES E3 B3-U0-G3 B3-U0-G3 ERLH_15E340_____.IES ERLH_15E330_____.IES A3 B3-U0-G3 B3-U0-G3 ERLH_16A340_____.IES ERLH_16A330_____.IES B3 B3-U0-G3 B3-U0-G3 ERLH_16B340_____.IES ERLH_16B330_____.IES 16 C3 16000 15300 149 149 B2-U0-G3 B2-U0-G3 ERLH_16C340_____.IES ERLH_16C330_____.IES D3 B2-U0-G3 B2-U0-G3 ERLH_16D340_____.IES ERLH_16D330_____.IES E3 B3-U0-G3 B3-U0-G3 ERLH_16E340_____.IES ERLH_16E330_____.IES GE Evolve™ LED Roadway Lighting ERL1-ERLH-ERL2 Project name _________________ Date ________________________ Type ________________________ 4000K 3000K ◊ ◊ Page 227 of 346 7 Photometrics: Evolve™ LED Streetlight (ERLH) ERLH Type II Narrow (13A340) 13,000 Lumens 4000K ERLH_13A340___.IES ERLHType II Wide (13B340) 13,000 Lumens 4000K ERLH_13B340___.IES ERLHType III (13C340) 13,000 Lumens 4000K ERLH_13C340___.IES ERLH Type IV 13D340 13,000 Lumens 4000K ERLH_13D340___.IES ERLH Type II Enhanced Back Light 13E340 13,000 Lumens 4000K ERLH_13E340___.IES Grid Distance in Units of Mounting Height at 30’ Initial Footcandle Values at Grade Grid Distance in Units of Mounting Height at 30’ Initial Footcandle Values at Grade Grid Distance in Units of Mounting Height at 30’ Initial Footcandle Values at Grade Grid Distance in Units of Mounting Height at 30’ Initial Footcandle Values at Grade Grid Distance in Units of Mounting Height at 30’ Initial Footcandle Values at Grade — Vertical plane through horizontal angle of Max. Cd at 80°— Horizontal cone through vertical angle of Max. Cd at 69° — Vertical plane through horizontal angle of Max. Cd at 75°— Horizontal cone through vertical angle of Max. Cd at 72° — Vertical plane through horizontal angle of Max. Cd at 75°— Horizontal cone through vertical angle of Max. Cd at 71° — Vertical plane through horizontal angle of Max. Cd at 55°— Horizontal cone through vertical angle of Max. Cd at 65° — Vertical plane through horizontal angle of Max. Cd at 75°— Horizontal cone through vertical angle of Max. Cd at 69° 3467 6934 10400 13867 1 2 2670 5341 8011 10682 1 2 2405 4810 7215 9620 1 2 1795 3591 5386 7182 1 2 2630 5260 7890 1 2 10520 .1 .2 .5 .1.2 .5 .1 .2 .5 .1.2 .5 .1 .2 .5 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 012345Street Width / Mounting Height SS HS Co e f f i c i e n t s o f U t i l i z a t i o n 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 012345Street Width / Mounting Height SS HS Co e f f i c i e n t s o f U t i l i z a t i o n 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 012345Street Width / Mounting Height SS HS Co e f f i c i e n t s o f U t i l i z a t i o n 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 012345Street Width / Mounting Height SS HS Co e f f i c i e n t s o f U t i l i z a t i o n 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 012345Street Width / Mounting Height SS HSCo e f f i c i e n t s o f U t i l i z a t i o n Page 228 of 346 8 E R L 2 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ PROD. ID VOLTAGE LUMENOUTPUT 0 = 120-277V*1 = 1202 = 2083 = 2404 = 2775 = 480D = 347H = 347-480* * Not available with Fusing. Must choose a discrete voltage with F option. 161819212325272830 See Table OPTIONSCOLORCONTROLSCCTDISTRIBUTION* A = 4 Bolt Slipfitter †F = FusingG = Internal Bubble LevelI = IP66 OpticalL = Tool-Less EntryR = Secondary 10kV/5kA SPDU = DALI Programmable ^Y = Coastal Finish *XXX = Special Options † Contact manufacturer for Lead-Time. * Recommended for installations within 750 ft. from the coast. Contact Factory for Lead-Time. + Compatible with LightGrid 2.0 nodes. ^ Not available in 347V, 480V or 347-480V. GRAY = GrayBLCK = BlackDKBZ = Dark Bronze A = ANSI C136.41 7-pinD = ANSI C136.41 7-pin with Shorting CapE = ANSI C136.41 7-pin with non-Dimming PE Control.* *PE Control Only available for120-277V or 480V Discrete. Not available for 347-480V or 347V Discrete. NOTE: Dimming controls wired for 0-10V standard unless DALI option “U” requested. E = Evolve R = Roadway L = Local 2 = Double Module A3 = Type II NarrowB3 = Type II WideC3 = Type IIID3 = Type IVE3 = Type II Enhanced Back Light See Table *Nominal IES Type classing subject to typical variation, individual units may differ. LUMEN OUTPUT DISTRIBUTION 4000K 4000K3000K 3000K120-277V 347-480V TYPICAL SYSTEM WATTAGETYPICALINITIAL LUMENS BUG RATING 4000K120-277V 347-480V 3000K120-277V 347-480V IES FILE NUMBER A3 B3-U0-G3 B3-U0-G3 ERL2_16A340_____.IES ERL2_16A330_____.IES B3 B3-U0-G3 B3-U0-G3 ERL2_16B340_____.IES ERL2_16B330_____.IES 16 C3 16000 15300 120 120 B2-U0-G3 B2-U0-G3 ERL2_16C340_____.IES ERL2_16C330_____.IES D3 B2-U0-G3 B2-U0-G3 ERL2_16D340_____.IES ERL2_16D330_____.IES E3 B3-U0-G3 B3-U0-G3 ERL2_16E340_____.IES ERL2_16E330_____.IES A3 B3-U0-G3 B3-U0-G3 ERL2_18A340_____.IES ERL2_18A330_____.IES B3 B3-U0-G3 B3-U0-G3 ERL2_18B340_____.IES ERL2_18B330_____.IES 18 C3 18000 17300 140 140 B2-U0-G3 B2-U0-G3 ERL2_18C340_____.IES ERL2_18C330_____.IES D3 B2-U0-G3 B2-U0-G3 ERL2_18D340_____.IES ERL2_18D330_____.IES E3 B3-U0-G3 B3-U0-G3 ERL2_18E340_____.IES ERL2_18E330_____.IES A3 B3-U0-G3 B3-U0-G3 ERL2_19A340_____.IES ERL2_19A330_____.IES B3 B3-U0-G3 B3-U0-G3 ERL2_19B340_____.IES ERL2_19B330_____.IES 19 C3 19000 18200 149 149 B3-U0-G3 B2-U0-G3 ERL2_19C340_____.IES ERL2_19C330_____.IES D3 B2-U0-G3 B2-U0-G3 ERL2_19D340_____.IES ERL2_19D330_____.IES E3 B3-U0-G3 B3-U0-G3 ERL2_19E340_____.IES ERL2_19E330_____.IES A3 B3-U0-G3 B3-U0-G3 ERL2_21A340_-120-277V.IES ERL2_21A340_-347-480V.IES ERL2_21A330_-120-277V.IES ERL2_21A330_-347-480V.IES B3 B3-U0-G3 B3-U0-G3 ERL2_21B340_-120-277V.IES ERL2_21B340_-347-480V.IES ERL2_21B330_-120-277V.IES ERL2_21B330_-347-480V.IES 21 C3 21000 20100 174 177 B3-U0-G4 B3-U0-G3 ERL2_21C340_-120-277V.IES ERL2_21C340_-347-480V.IES ERL2_21C330_-120-277V.IES ERL2_21C330_-347-480V.IES D3 B2-U0-G3 B2-U0-G3 ERL2_21D340_-120-277V.IES ERL2_21D340_-347-480V.IES ERL2_21D330_-120-277V.IES ERL2_21D330_-347-480V.IES E3 B3-U0-G3 B3-U0-G3 ERL2_21E340_-120-277V.IES ERL2_21E340_-347-480V.IES ERL2_21E330_-120-277V.IES ERL2_21E330_-347-480V.IES A3 B3-U0-G3 B3-U0-G3 ERL2_23A340_-120-277V.IES ERL2_23A340_-347-480V.IES ERL2_23A330_-120-277V.IES ERL2_23A330_-347-480V.IES B3 B3-U0-G3 B3-U0-G3 ERL2_23B340_-120-277V.IES ERL2_23B340_-347-480V.IES ERL2_23B330_-120-277V.IES ERL2_23B330_-347-480V.IES 23 C3 23000 22100 194 196 B3-U0-G4 B3-U0-G4 ERL2_23C340_-120-277V.IES ERL2_23C340_-347-480V.IES ERL2_23C330_-120-277V.IES ERL2_23C330_-347-480V.IES D3 B2-U0-G4 B2-U0-G4 ERL2_23D340_-120-277V.IES ERL2_23D340_-347-480V.IES ERL2_23D330_-120-277V.IES ERL2_23D330_-347-480V.IES E3 B4-U0-G4 B3-U0-G3 ERL2_23E340_-120-277V.IES ERL2_23E340_-347-480V.IES ERL2_23E330_-120-277V.IES ERL2_23E330_-347-480V.IES A3 B3-U0-G3 B3-U0-G3 ERL2_25A340_____.IES ERL2_25A330_____.IES B3 B3-U0-G3 B3-U0-G3 ERL2_25B340_____.IES ERL2_25B330_____.IES 25 C3 25000 24000 214 214 B3-U0-G4 B3-U0-G4 ERL2_25C340_____.IES ERL2_25C330_____.IES D3 B2-U0-G4 B2-U0-G4 ERL2_25D340_____.IES ERL2_25D330_____.IES E3 B4-U0-G4 B4-U0-G4 ERL2_25E340_____.IES ERL2_25E330_____.IES A3 B3-U0-G3 B3-U0-G3 ERL2_27A340_____.IES ERL2_27A330_____.IES B3 B3-U0-G4 B3-U0-G4 ERL2_27B340_____.IES ERL2_27B330_____.IES 27 C3 27000 25900 237 237 B3-U0-G4 B3-U0-G4 ERL2_27C340_____.IES ERL2_27C330_____.IES D3 B2-U0-G4 B2-U0-G4 ERL2_27D340_____.IES ERL2_27D330_____.IES E3 B4-U0-G4 B4-U0-G4 ERL2_27E340_____.IES ERL2_27E330_____.IES A3 B3-U0-G3 B3-U0-G3 ERL2_28A340_____.IES ERL2_28A330_____.IES B3 B3-U0-G4 B3-U0-G4 ERL2_28B340_____.IES ERL2_28B330_____.IES 28 C3 28000 26900 251 251 B3-U0-G4 B3-U0-G4 ERL2_28C340_____.IES ERL2_28C330_____.IES D3 B2-U0-G4 B2-U0-G4 ERL2_28D340_____.IES ERL2_28D330_____.IES E3 B4-U0-G4 B4-U0-G4 ERL2_28E340_____.IES ERL2_28E330_____.IES A3 B4-U0-G4 B4-U0-G4 ERL2_30A340_____.IES ERL2_30A330_____.IES B3 B3-U0-G4 B3-U0-G4 ERL2_30B340_____.IES ERL2_30B330_____.IES 30 C3 30000 28800 278 278 B3-U0-G4 B3-U0-G4 ERL2_30C340_____.IES ERL2_30C330_____.IES D3 B2-U0-G4 B2-U0-G4 ERL2_30D340_____.IES ERL2_30D330_____.IES E3 B4-U0-G4 B4-U0-G4 ERL2_30E340_____.IES ERL2_30E330_____.IES GE Evolve™ LED Roadway Lighting ERL1-ERLH-ERL2 Project name _________________ Date ________________________ Type ________________________ 30 = 3000K 40 = 4000K Select 3000K CCT for IDA approved units. ◊ ◊ Page 229 of 346 9 Photometrics: Evolve™ LED Streetlight (ERL2) ERL2 Type II Narrow (23A340) 23,000 Lumens 4000K ERL2_23A340___.IES ERL2 Type II Wide (23B340) 23,000 Lumens 4000K ERL2_23B340___.IES ERL2Type III (23C340) 23,000 Lumens 4000K ERL2_23C340___.IES ERL2 Type IV (23D340) 23,000 Lumens 4000K ERL2_23D340___.IES ERL2 Type II Enhanced Back Light (23E340) 23,000 Lumens 4000K ERL2_23E340___.IES Grid Distance in Units of Mounting Height at 30’ Initial Footcandle Values at Grade Grid Distance in Units of Mounting Height at 30’ Initial Footcandle Values at Grade Grid Distance in Units of Mounting Height at 30’ Initial Footcandle Values at Grade Grid Distance in Units of Mounting Height at 30’ Initial Footcandle Values at Grade Grid Distance in Units of Mounting Height at 30’ Initial Footcandle Values at Grade — Vertical plane through horizontal angle of Max. Cd at 80°— Horizontal cone through vertical angle of Max. Cd at 69° — Vertical plane through horizontal angle of Max. Cd at 75°— Horizontal cone through vertical angle of Max. Cd at 72° — Vertical plane through horizontal angle of Max. Cd at 75°— Horizontal cone through vertical angle of Max. Cd at 71° — Vertical plane through horizontal angle of Max. Cd at 55°— Horizontal cone through vertical angle of Max. Cd at 65° — Vertical plane through horizontal angle of Max. Cd at 75°— Horizontal cone through vertical angle of Max. Cd at 69° 6134 12267 18401 24534 1 2 4725 9449 14174 18899 1 2 4255 8510 12765 17020 1 2 3177 6353 9530 12706 1 2 4653 9306 13959 18612 1 2 .1 .2 .5 .1 .2 .5 .1 .2 .5 .1.2 .5 .1 .2 .5 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 012345Street Width / Mounting Height SS HS Co e f f i c i e n t s o f U t i l i z a t i o n 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 012345Street Width / Mounting Height SS HS Co e f f i c i e n t s o f U t i l i z a t i o n 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 012345Street Width / Mounting Height SS HS Co e f f i c i e n t s o f U t i l i z a t i o n 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 012345Street Width / Mounting Height SS HS Co e f f i c i e n t s o f U t i l i z a t i o n 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 012345Street Width / Mounting Height SS HSCo e f f i c i e n t s o f U t i l i z a t i o n Page 230 of 346 10 GE Evolve™ LED Roadway Lighting ERL1-ERLH-ERL2 Product Dimensions: Evolve™ LED Streetlight (ERL1) SIDE VIEW • Approximate net weight: 12.4 lbs (5.6kgs) -15.5 lbs (7.0kgs) with XFMR • Effective Projected Area (EPA): 0.5 sq ft max (0.046 sq m)DA T A BACK VIEW FRONT VIEW 22.1 in.[561 mm] 13.5 in.[344 mm] 14.7 in. R[373 mm R] 5.4 in.[137 mm] 6.4 in.[162 mm]4.2 in.[107mm] ADJUSTABLE FOR 1-1/4 to 2 inch PIPE (1.660 to 2.375 inch OD)[42 to 60 mm OD] 5.0 in.[127 mm] Page 231 of 346 11 GE Evolve™ LED Roadway Lighting ERL1-ERLH-ERL2 Product Dimensions: Evolve™ LED Streetlight (ERLH) SIDE VIEWBACK VIEW FRONT VIEW ADJUSTABLE FOR 1-1/4 to 2 inch PIPE (1.660 to 2.375 inch OD)[42 to 60 mm OD] 22.1 in.[561 mm] 13.5 in.[344 mm] 14.7 in. R[373 mm R] 9.6 in.[243 mm] 5.4 in.[137 mm] Optional LightGrid Node 6.4 in.[162 mm]4.2 in.[107 mm] 14.2 in.[360 mm] • Approximate net weight: 15.15 lbs (6.9 kgs) - 2 Bolt Slipfitter • Approximate net weight: 15.85 lbs (7.2 kgs) - 4 Bolt Slipfitter • Effective Projected Area (EPA): 0.5 sq ft max (0.046 sq m)DA T A 5.0 in.[127 mm] Page 232 of 346 12 GE Evolve™ LED Roadway Lighting ERL1-ERLH-ERL2 Product Dimensions: Evolve™ LED Streetlight (ERL2) SIDE VIEWBACK VIEW FRONT VIEW • Approximate net weight: 24.0 lbs (10.9 kgs) Contact manufacturer for specific configuration weight. • Effective Projected Area (EPA): 0.57 sq ft max (0.053 sq m)DA T A 26.3 in.[667 mm] 12.8 in.[324 mm] 14.0 in. R[355.6 mm R] 5.4 in.[137 mm] 9.6 in.[243 mm] 6.4 in.[162 mm] OptionalLightGridNode 4.3 in.[110mm] ADJUSTABLE FOR 1-1/4 to 2 inch PIPE (1.660 to 2.375 inch OD)[42 to 60 mm OD] 5.0 in.[127 mm] All trademarks are the property of their respective owners. Information provided is subject to change without notice. All values are design or typical values when measured under laboratoryconditions. Current, powered by GE is a business of the General Electric Company. © 2017 GE. www.currentbyge.com OLP3128 (Rev 12/21/17) Page 233 of 346 Evolve™ LED Area Light Scalable Wall Pack (EWS3) Page 234 of 346 The GE Evolve LED Scalable Wall Pack is optimized for customers looking for an efficient and reliable LED solution to replace 75W - 250W Metal Halide wall mounted, site, area and general lighting applications. Depending on the application, Evolve™ LED Scalable Wall Pack can yield up to a 75% reduction in system energy consumption compared with standard HID systems. Standard 0-10V dimming and an optional motion sensor with daylight harvesting can provide additional energy savings. The EWS3 offers a typical 105 LPW and is available in key lumen packages and reflective optics to optimize light output for most applications. This reliable system operates well in cold temperatures and offers more than 11 years of service life to reduce maintenance frequency and expense, based on a 50,000 hour rated life and 12 hours of operation per day. Containing no mercury or lead, this environmentally responsible product is RoHS compliant. Product Features Applications • Wall mounted, site, area and general lighting utilizing an advanced LED optical system providing uniformity, vertical light distribution, reduced offsite visibility, reduced on-site glare and effective security light levels. Housing • Die-cast aluminum housing. • Sleek architectural design incorporating a heat sink directly into the unit ensuring maximum heat transfer and long LED life. • Meets 1.5 G vibration standards per ANSI C136.31-2010. LED & Optical Assembly • Structured LED array for optimized light distribution. • Evolve™ LED light engine utilizes reflective technology to optimize application efficiency and minimize glare. • Utilizes high brightness LEDs, 70 CRI at 3000K, 4000K & 5000K typical. • LM-79 tests and reports are performed in accordance with IESNA standards. Lumen Maintenance • Projected L90>47,000 hours per IES TM-21 • Projected Lxx per IES TM-21 at 25°C for reference: Lumen Ambient Temperature Factors: Ratings • listed, suitable for wet locations. • listed with option code “J” SKUs. • IP 65 rated optical enclosure per ANSI C136.25-2013. • Title 24 compliant with motion sensor option. • Temperature rated at –40° to 50°C. (35°C for high wattage 90W SKU). • Upward Light Output Ratio (ULOR) = 0 • Complies with the material restrictions of RoHS. Mounting • Flush wall mount to “J” box with inspection hole for IP 65. Finish • Corrosion resistant polyester powder paint, minimum 2.0 mil. thickness. • Standard colors: Black and Dark Bronze. • RAL & custom colors available. Electrical • 120-277 volt and 347-480 volt available. • System power factor is >90% and THD <20%*. • Surge protection per ANSI C136.2-2015: - Exceeds “Basic” (6kV/3kA) (120 strike) • EMI: FCC Title 47 CFR Part 15 Class A. • Motion sensor with dimming capability available with “H” option code. • Button PE Sensitivity: Fixture on-3.5Fc Fixture off-11.8 Fc * System THD <26% for 347-480v supply with A7 power level. Accessories • Escutcheon Plates - See page 6 Warranty • 5 Year standard EWS3 L94 L89 L80 SKU 25,000 HR 50,000 HR 100,000 HR LXX (10K)@HOURS Note: 1) Projected Lxx based on LM80 (10,000 hour testing). 2) DOE Lighting Facts Verification Testing Tolerances apply to initial Luminous flux and lumen maintenance measurements. 10 1.02 20 1.01 25 1.00 30 0.99 40 0.98 50 0.97 AMBIENTTEMPERATURE (°C)INITIALFLUX FACTOR Page 235 of 346 PROD. ID VOLTAGE POWERLEVEL 0 = 120-277*1 = 1202 = 2083 = 2404 = 2775 = 480D = 347H = 347-480* *Not available with Fusing. Must choose a descreet voltage with F Option. OPTIONSCOLORPE FUNCTION F = Fusing H = Motion Sensor*J = cUL/CanadaXXX = Special Options *Option H only available in 120-277V. Reference page 5 (under H Motion Sensing Option) for more details. BLCK = BlackDKBZ = Dark BronzeGRAY = GrayWHTE = White Contact manufacturerfor other colors. 1 = None3 = Button PE* * Button PE not available with motion sensor option. Only available with descreet voltages. Not available with voltage options D, H or 5. LED COLOR TEMP 30 = 3000K 40 = 4000K 50 = 5000K PHOTOMETRICTYPE D1 = Asymmetric ForwardE1 = Asymmetric Medium E = EvolveW = WallpackS = Scalable3 = Product Generation E W S 3 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Ordering Number Logic Scalable Wall Pack (EWS3) A7 D1 2800 2900 25 28 1-0-1 1-0-1 EWS3_A7D130_____-120-277V.IES EWS3_A7D140_____-120-277V.IES EWS3_A7D150_____-120-277V.IES E1 2800 2900 25 28 1-0-0 1-0-1 EWS3_A7E130_____-120-277V.IES EWS3_A7E140_____-120-277V.IES EWS3_A7E150_____-120-277V.IES B7 D1 3700 3800 32 35 1-0-1 1-0-1 EWS3_B7D130_____-120-277V.IES EWS3_B7D140_____-120-277V.IES EWS3_B7D150_____-120-277V.IES E1 3700 3800 32 35 1-0-1 1-0-1 EWS3_B7E130_____-120-277V.IES EWS3_B7E140_____-120-277V.IES EWS3_B7E150_____-120-277V.IES C7 D1 4900 5000 41 45 1-0-1 1-0-1 EWS3_C7D130_____-120-277V.IES EWS3_C7D140_____-120-277V.IES EWS3_C7D150_____-120-277V.IES E1 4900 5000 41 45 1-0-1 1-0-1 EWS3_C7E130_____-120-277V.IES EWS3_C7E140_____-120-277V.IES EWS3_C7E150_____-120-277V.IES D3 D1 6500 6700 67 67 2-0-1 2-0-1 EWS3_D3D130_____.IES EWS3_D3D140_____.IES EWS3_D3D150_____.IES E1 6500 6700 67 67 2-0-1 2-0-1 EWS3_D3E130_____.IES EWS3_D3E140_____.IES EWS3_D3E150_____.IES E3 D1 8200 8600 90 90 2-0-2 2-0-2 EWS3_E3D130_____.IES EWS3_E3D140_____.IES EWS3_E3D150_____.IES E1 8200 8600 90 90 2-0-1 2-0-1 EWS3_E3E130_____.IES EWS3_E3E140_____.IES EWS3_E3E150_____.IES A7 D1 2800 2900 25 28 1-0-1 1-0-1 EWS3_A7D130_____-347-480V.IES EWS3_A7D140_____-347-480V.IES EWS3_A7D150_____-347-480V.IES E1 2800 2900 25 28 1-0-0 1-0-1 EWS3_A7E130_____-347-480V.IES EWS3_A7E140_____-347-480V.IES EWS3_A7E150_____-347-480V.IES B7 D1 3700 3800 32 35 1-0-1 1-0-1 EWS3_B7D130_____-347-480V.IES EWS3_B7D140_____-347-480V.IES EWS3_B7D150_____-347-480V.IES E1 3700 3800 32 35 1-0-1 1-0-1 EWS3_B7E130_____-347-480V.IES EWS3_B7E140_____-347-480V.IES EWS3_B7E150_____-347-480V.IES C7 D1 4900 5000 41 45 1-0-1 1-0-1 EWS3_C7D130_____-347-480V.IES EWS3_C7D140_____-347-480V.IES EWS3_C7D150_____-347-480V.IES E1 4900 5000 41 45 1-0-1 1-0-1 EWS3_C7E130_____-347-480V.IES EWS3_C7E140_____-347-480V.IES EWS3_C7E150_____-347-480V.IES D3 D1 6500 6700 67 67 2-0-1 2-0-1 EWS3_D3D130_____.IES EWS3_D3D140_____.IES EWS3_D3D150_____.IES E1 6500 6700 67 67 2-0-1 2-0-1 EWS3_D3E130_____.IES EWS3_D3E140_____.IES EWS3_D3E150_____.IES E3 D1 8200 8600 90 90 2-0-2 2-0-2 EWS3_E3D130_____.IES EWS3_E3D140_____.IES EWS3_E3D150_____.IES E1 8200 8600 90 90 2-0-1 2-0-1 EWS3_E3E130_____.IES EWS3_E3E140_____.IES EWS3_E3E150_____.IES POWERLEVEL POWERLEVEL PHOTOMETRICTYPE PHOTOMETRICTYPE 3000K 3000K 4000K & 5000K 4000K & 5000K 120-277V 120-277V 347-480V 347-480V 3000K 3000K 4000K & 5000K 4000K & 5000K TYPICAL INITIAL LUMENS TYPICAL INITIAL LUMENS TYPICAL INITIAL LUMENS TYPICAL INITIAL LUMENS TYPICAL SYSTEM WATTAGE TYPICAL SYSTEM WATTAGE IES FILE NUMBERS120-277V 3000K IES FILE NUMBERS347-480V3000K IES FILE NUMBERS120-277V 4000K IES FILE NUMBERS347-480V4000K IES FILE NUMBERS120-277V 5000K IES FILE NUMBERS347-480V5000K B-U-G RATING B-U-G RATING Page 236 of 346 153.40' 153.24' 153.09' 152.93' N89°45'00"E 152.78' 152.62' S0 0 ° 1 8 ' 1 6 " W 30 4 . 1 0 ' 35.5 5 ' N89°52'34"W232.46' N0 0 ° 2 2 ' 2 6 " E 3 3 0 . 3 0 ' S89°36'34"E257.25' INDRIO ROAD NO R T H K I N G S H I G H W A Y (T U R N P I K E F E E D E R R O A D ) CA N A L N O . 4 N45 ° 2 5 ' 5 2 " E 35.5 5 ' N89°52'34"W232.46' N0 0 ° 2 2 ' 2 6 " E 3 3 0 . 3 0 ' D P U 2 3 1 C-STORE FFE = 24.25 CAR WASH FFE = 22.50 DRY POND #1 TOB:22.00 BOTTOM: 21.00 10YR-24HR: 21.59 25YR-24HR: 21.70 100YR-24HR: 21.96 PRE-TREATMENT DRY POND #2 TOB:22.00 BOTTOM: 20.00 10YR-24HR: 21.33 25YR-24HR: 21.69 100YR-24HR: 21.92 DRY POND #3 TOB:22.00 BOTTOM: 17.00 10YR-24HR: 21.33 25YR-24HR: 21.69 100YR-24HR: 21.87 FRENCH DRAIN DETAIL NTS © NORTH PAVING, GRADING, & DRAINAGE NOTES: 7- E L E V E N # 3 8 9 4 4 FO R T P I E R C E PA V I N G , G R A D I N G , AN D D R A I N A G E P L A N © C5.0 Page 237 of 346 kimley-horn.com 189 S. Orange Avenue, Suite 1000, Orlando, FL 32801 407 898 1511 To : Kristopher McCrain, Associate Planner St. Lucie County Planning & Development Services 2300 Virginia Avenue Fort Pierce, FL 34982 From : Matthew Gillespie, PE Kimley Horn & Associates, Inc. Job Name : 7-Eleven #38944 Fort Pierce NWC of Indrio Road and Kings Highway Job Number : 149752007 Date : 8/27/2019 Time : Meeting Subject : St. Lucie County- Neighborhood Meeting Meeting Attendees: Name Organization Matthew Gillespie Kimley-Horn & Associates Matt Ross Creighton Commercial Development Josh Long Gunster Robert Raynes Gunster Kristopher McCrain St. Lucie County Planning & Development Meeting Summary Notes: The purpose of this meeting was to notify property owners and residents located within 500 feet of the proposed development to allow the public to review the proposed development and provide any feedback. Below is a summary of what was discussed at the meeting. • Residents wanted to know if a security company patrolled the property after hours. Answer is no, but 7-Eleven (SEI) always has a minimum of 2-3 employees onsite along with video recording capabilities that a 3rd party monitors for them. • Drainage was a main topic, specifically in regard to fuel spills, and Residents’ concerns of overloading the storm drainage system so that their properties don’t flood. Project Representatives explained double-walled fuel tanks, and that sheet flow from proposed impervious surfaces is directed away from the western residents. • Another main concern was people trying to do U-turns along Indrio Rd, because their neighborhood already has a lot of that supposedly. We explained that the design will be according to County and FDOT standards and tried to bring up positive points about SEI being a good neighbor. Page 238 of 346 Page 2 kimley-horn.com 189 S. Orange Avenue, Suite 1000, Orlando, FL 32801 407 898 1511 • Landscape buffer along western boundary. The project is proposing a screen wall and has landscaping on both sides to buffer as much as possible. • “Light spillage” was a concern. Project representatives explained that photometric technology and building code is more advanced now then when the other surrounding commercial properties were developed. There will not be any “light spillage” onto their properties. • Residents concern on FPL access to powerline along western side of property. Project representatives explained the wall and landscape buffer would be 10’ from the property line providing room for FPL access to the power lines. • Residents complained the entire area flooded and it didn’t matter what was built, anything would cause more flooding. Kimley Horn explained the codes and requirements for the drainage design, but the resident’s opinions of the drainage issues remained unchanged. This summary serves to document this meeting. If anyone wishes to modify or append to this account, please contact Matthew Gillespie at matthew.gillespie@kimley-horn.com _______________________________ Matthew Gillespie, P.E. #76950 cc: File Page 239 of 346 Document Date: February 5, 2020 Planning & Zoning Commission Planning Division Agenda Item Summary Applicant: 7-Eleven, Inc. Matt Ross 3200 Hackberry Road Irving, TX 75063 (239) 210-0455 mross@creightondev.com Property Owner: Indrio Retail Properties, LLC 2129 Via Fuentes Vero Beach, FL 32963 Project Location: Address TBD - Indrio Road Fort Pierce, FL 34951 Future Land Use: COM (Commercial) Existing Zoning: CN (Commercial, Neighborhood) Staff Recommendation: Forward a recommendation of ap-proval to the Board of County Commissioners to grant a Condi- tional Use Permit to allow gasoline services accessory to retail food stores within the CN (Commercial Neighborhood) Zoning District. Project Planner: Kristopher McCrain Associate Planner Planning & Development Services Department (772) 462-1265 McCrainK@stlucieco.org 7-Eleven @ Indrio Road & Kings Highway Gasoline Services Accessory to Retail Food Stores Conditional Use Permit Project Description Petition of 7-Eleven, Inc., for a Con- ditional Use Permit allowing gasoline services as an accessory use to a retail food store located at the north- west corner of Indrio Road and Kings Highway within the CN Zoning Dis- trict. Background: On June 7, 2019, the applicant, 7- Eleven Inc., submitted an application for a Minor Site Plan, along with three (3) Conditional Use Permit Ap- plications to the Planning and Devel- opment Services Department. The three (3) Conditional Use applica- tions include; a self-service car wash, the sale of beer and wine as an accessory to the retail sale of food, and gasoline services as an accessory use to a retail food store. The proposed project consists of a 3,454 square foot convenience store, eight (8) fueling pumps (16 fueling stations), and a self-serve car wash. Public Comment Received: On February 5, 2020, thirty-three (33) public notices were sent to ad- jacent property owners within 500 feet of the subject parcel. Notice Requirements: Public hearing notice was placed in the St. Lucie News Tribune on Feb- ruary 7, 2020, letters were sent to all property owners located within 500 feet of the subject property, and a sign was placed on the property. Further details can be found in the staff report. Hearing Date February 20, 2020 Public notice has been provided to all property owners located within 500 feet of the subject parcel. Page 240 of 346 Planning and Development Services Department Planning Division M E M O R A N D U M TO:Planning and Zoning Commission THROUGH:Leslie Olson, AICP, Director Benjamin Balcer, Assistant Director FROM:Kristopher McCrain, Associate Planner DATE:February 11, 2020 SUBJECT:Conditional Use Permit – 7-Eleven @ Indrio Road & Kings Highway Gasoline Sales Accessory to Retail Food Stores CU-6201925548 GENERAL INFORMATION: Applicant:7-Eleven, Inc. Matt Ross 3200 Hackberry Road Irving, TX 75063 Agent of Gunster Law Firm Record:Joshua I. Long, AICP 800 SE Monterey Commons Blvd. Stuart, FL 34996 Property Indrio Retail Properties LLC Owner:2129 Via Fuentes Vero Beach, FL 32963 Requested To allow for gasoline services - accessory to retail food stores, located at the northwest Action:corner of Indrio Road and Kings Highway, within the CN (Commercial neighborhood) Zoning District. Proposed Use:Convenience store with fuel sales and self-service car wash Location:Address TBD, Fort Pierce, FL 34951 Tax ID:1314-144-0000-000-0 Parcel Area:1.95 acres Future Land Use:COM (Commercial) Zoning District:CN (Commercial, Neighborhood) BACKGROUND: Page 241 of 346 Project Name: 7-Eleven at Indrio Road and Kings Highway File No.: CU-6201925548 (Gasoline Sales) 2 The subject property is located on the northwest corner of Indrio Road and Kings Highway (Address TBD – Indrio Road, Fort Pierce). The heavily vegetated 1.95-acre parcel is zoned Commercial Neighborhood (CN), with a Commercial (COM) Future Land Use Designation, and located within the Urban Service Boundary (USB). The parcel is located within the Airport Overlay Zone. On June 7, 2019, the applicant submitted three (3) Conditional Use Permits, in conjunction with a Minor Site Plan application to develop a 3,454 ft2 convenience store featuring eight (8) fueling pumps (16 fueling stations) with a covered canopy, beer & wine sales as an accessory use to retail food sales, and a self-service car wash. The proposed convenience store which is classified as a food store (SIC 5411), according to the Standard Industrial Classification Manual (SIC), is a permitted use in the Commercial Neighborhood (CN) Zoning District; self-service car washes (SIC 999), gasoline services - accessory to retail food stores (SIC 999), and the sale of alcoholic beverages (beer and wine only) as an accessory use to the retail sale of food (SIC 5921) require Conditional Use Permits within the Commercial Neighborhood (CN) Zoning District, pursuant to Land Development Code (LDC) Section 3.01.03(Q). EXISTING CONDITIONS: Figure 1.0 – Aerial Map & Existing Conditions CONDITIONAL USE PERMIT STANDARDS OF REVIEW AS SET FORTH IN SECTION 11.07.03, ST. LUCIE COUNTY LAND DEVELOPMENT CODE Page 242 of 346 Project Name: 7-Eleven at Indrio Road and Kings Highway File No.: CU-6201925548 (Gasoline Sales) 3 Pursuant to St. Lucie County Land Development Code (LDC) Section 11.07.03, the Development Review Committee has reviewed the submitted Conditional Use Permit and found it to meet the technical requirements. In reviewing this application for the proposed Conditional Use Permit, the Planning and Zoning Commission shall consider and make the following determinations: A.Whether the proposed conditional use is in conflict with any applicable portions of the St. Lucie County Land Development Code and the Comprehensive Plan; Pursuant to LDC Section 3.01.03(Q)(7), gasoline services as an accessory use to retail food stores requires a Conditional Use Permit within the Commercial Neighborhood (CN) Zoning District. The proposed Conditional Use is in compliance with all requirements and standards of the St. Lucie County LDC, Code of Ordinances, Comprehensive Plan. Land Development Code: The subject property is located within the CN (Commercial Neighborhood) Zoning District, which is intended “…to provide and protect an environment suitable for limited retail trade and service activities covering a relatively small area and that is intended to serve the population living in surrounding neighborhoods..” According to LDC Section 7.10.24, Community Architectural Standards are required for all new development located within the Commercial Neighborhood Zoning District. In accordance with this requirement, the applicant submitted architectural elevations for the proposed development, which have been reviewed by the County’s architectural consultant, and found to be in compliance with LDC Section 7.10.24. Figure 1.1 – Convenience Store Elevation Figure 1.2 – Fuel Canopy (East & West Elevations) Page 243 of 346 Project Name: 7-Eleven at Indrio Road and Kings Highway File No.: CU-6201925548 (Gasoline Sales) 4 Figure 1.3 – Fuel Canopy (North & South Elevations) The site plan coupled with the Conditional Use request features adequate parking, bicycle accommodations, and pedestrian links, consistent with requirements. Comprehensive Plan: The proposed Conditional Use is consistent with the general purpose, goals, and objectives of the St. Lucie County Comprehensive Plan. The site is zoned CN (Commercial, Neighborhood) which is consistent with the COM (Commercial) Future Land Use, per Table 1-3 Land Use Designation / Zoning Compatibility Matrix located in the Future Land Use Element of the St. Lucie County Comprehensive Plan. According to the St. Lucie County Comprehensive Plan, the Commercial (COM) Future Land Use designation is intended to “accommodate all commercial zoning districts as identified under St. Lucie County's Land Development Code. Office and general retail uses are considered the principal uses within the COM designated areas.” “Future commercial areas should be located at points of high transportation access, with specific action taken to prevent the development of new linear commercial strips.” “Although this plan supports the location of higher intensity commercial uses at the intersection of arterial roadways, it should not be interpreted to mean that every intersection should be designated for commercial activities. Unless otherwise designated on the future land use maps, applications for commercial use should be done in conjunction with a detailed review of the impacts of such development on adjacent property, specifically noting what, if any, negative neighborhood impacts could result from a map amendment.” The proposed Conditional Use is consistent with the following goals, objectives, and policies outlined in the St. Lucie County Comprehensive Plan: Objective 1.1.9: Residential Areas. Property owners' investments, their quality of life and the single- family neighborhood, as a defined residential area, shall be protected from the encroachment of commercial and/or other inappropriate land uses through consistent and predictable application of the Land Development Code. Policy 1.1.9.4 - Limited development of commercial/non-residential uses, that are not located within a special area plan adopted within the Towns, Villages and Countryside Element, will be Page 244 of 346 Project Name: 7-Eleven at Indrio Road and Kings Highway File No.: CU-6201925548 (Gasoline Sales) 5 allowed within areas classified for residential use, provided that these activities are compatible with the adjacent land uses and meet the following standards: a)Intent of the commercial use is to provide easily accessible, convenience-type uses to immediately surrounding residents; c)Use is compatible with surrounding land uses and is provided with adequate screening and buffering of any adjacent residential property; Although the subject property is located within a commercial zoning district, the site is adjacent to a residential subdivision. The proposed uses and plan intend to provide easily accessible, convenience-type products to immediately surrounding residents, is compatible with surrounding land uses, and provides adequate screening and buffering of adjacent residential property. Objective 1.1.10: Commercial Areas. St. Lucie County shall provide for the establishment of commercial zoning districts where various types of commercial retail, including commercial uses for retail trade, office and service activities and general commercial uses for highway-oriented sales and services; light industrial service uses; and hotel uses may be permitted at intensities which are consistent and compatible with the surrounding community and the natural environment. Policy 1.1.10.2 - Require effective visual and light diffusion barriers between residential and non-residential uses. Standards and requirements for such barriers are to be included in the landscaping and screening regulations of the St. Lucie County Land Development Code. Within the required landscape buffer, an eight (8) foot tall masonry wall will be constructed along the full length of the property, in order to provide a solid barrier between the neighboring residential properties and the subject site. This landscape buffer will be planted with a continuous hedge and native trees along the entire length of the wall, in accordance with LDC Section 7.09.04(E). In addition to the existing ten (10) foot utility easement, the proposed site plan includes a ten (10) foot required landscape buffer between the residential properties located to the west of the subject property. B.Whether and the extent to which the proposed conditional use would have an adverse impact on nearby properties; This Conditional Use Permit for the gasoline sales is not anticipated to have an undue adverse effect upon the nearby properties or the existing commercial character of the neighborhood. Uses that are designated as a Conditional Use are generally compatible with the use characteristic of the zoning district, however require individual review of their location, design, intensity, configuration, and public facility impact in order to determine the appropriateness on the particular site. Future Land Use and Zoning: Location Zoning District Future Land Use Existing Land Use Subject Property CN (Commercial, Neighborhood)COM (Commercial)Vacant Land North CN (Commercial, Neighborhood)COM (Commercial)Vacant Land & Lakewood Park Subdivision South CN (Commercial, Neighborhood) TVC (Towns, Villages & Countryside) Rocket Fuel, Shopping Center, and Chevron Gas Station East CG (Commercial, General)COM (Commercial)Indrio Crossings Shopping Center Adjacent Parcels West RS-4 (Residential, Single- Family–4du/ac) RU (Residential Urban)Lakewood Park Subdivision Page 245 of 346 Project Name: 7-Eleven at Indrio Road and Kings Highway File No.: CU-6201925548 (Gasoline Sales) 6 The subject site is located at the Northwest corner of Kings Highway (SR713) and Indrio Road (SR614), two (2) arterial roadways, which encompass a variety of commercial uses. This major intersection is also along a critical evacuation route within St. Lucie County. The site is situated west of the Indrio Crossings Shopping Plaza, which consist of a variety of retail and commercial uses, and east of Lakewood Park, a residential single-family subdivision. As illustrated in Figures 1.4 below, a layered buffer is proposed between the subject property and the adjacent residential dwellings located to the west. The convenience store will be constructed approximately fifty-three (53’) feet from the west subject property line; an existing ten (10’) foot drainage and utility easement (Plat Book 10 Page 51) is located on the subject parcel along the residential properties. According to the proposed site plan, the fuel canopy will be constructed one hundred and fifty-three (153’) feet from the subject property boundary. The required minimum ten (10’) foot landscape buffer will include an eight (8’) foot masonry wall enhanced with a continuous hedge and native trees along both the inside and outside portions of the wall. Figure 1.4 –Buffer Separation Diagram The applicant has indicated the proposed convenience store and fueling station will be operational twenty- four (24) hours a day. The submitted lighting and photometric plan represent there will be no light spillover onto adjacent properties. The site will include the required landscaping and screening in order to comply with LDC Section 7.09.00. C.Whether and the extent to which the proposed conditional use would be served by adequate public facilities and services, including roads, police protection, solid waste disposal, water, sewer, drainage structures, parks, and mass transit; Water and Wastewater: The site is located within the St. Lucie County Urban Service Boundary. The project is connecting to St. Lucie County water and wastewater facilities. Water services are available to the east of the subject parcel. The applicant is currently working with St. Lucie County Utilities to extend the existing wastewater service line located on Green Dolphin Street, approximately 1,250 feet north of the subject property. This extension will provide for capturing of the water produced by the activities occurring on-site, as well as future wastewater services to the vacant 1.30-acre parcel adjacent to the north. Page 246 of 346 Project Name: 7-Eleven at Indrio Road and Kings Highway File No.: CU-6201925548 (Gasoline Sales) 7 Transportation System: The project Traffic Impact Study, prepared by Kimley-Horn, reports the project will generate approximately 3,601 average daily trips, with 2,773 trips (77%) captured from pass-by traffic. The report concluded an estimated 828 net-new trips daily, with 46 trips during the AM Peak Hour and 58 trips during the PM Peak Hour. Figure 1.5 – FDOT Kings Hwy. & Indrio Rd. Intersection Improvement Project According to the Florida Department of Transportation, the project scope for the Indrio Road and Kings Highway intersection improvements include: reconstructing the existing two-lane undivided Kings Highway with a four‐lane divided roadway, relocating Canal No. 40 and Canal No. 32E to accommodate widening to the west, replacing existing culverts/swales and installing a closed drainage system and retention ponds, installing a new highway lighting system, and upgrading signalization with vehicle detection devices and ITS cameras. New roadway features include: a 30‐foot wide median with Type E Curb and Gutter (22‐foot-wide raised plus two four‐foot-wide paved inside shoulders), 6.5‐foot-wide outside shoulders which will also serve as buffered bicycle lanes, a 12‐foot-wide shared use path along the west side, and a 6‐foot-wide sidewalk along the east side. As depicted in Figure 1.5 above, the Kings Highway and Indrio Road intersection improvement project encompasses the widening of the existing two-lane Kings Highway & Indrio Road into a four-lane divided roadway, a 12-foot wide shared use pathway and six-foot wide sidewalk throughout, and drainage improvements, including the addition of new stormwater ponds, the relocation of approximately 1,900 feet of the Fort Pierce Farms Water Control District (FPFWCD) Canal #4, and the installation of approximately 1,300-feet of new box culverts. Page 247 of 346 Project Name: 7-Eleven at Indrio Road and Kings Highway File No.: CU-6201925548 (Gasoline Sales) 8 According to the Fall 2018 St. Lucie County Transportation Planning Organization (TPO) Level of Service Report, the portion Indrio Road segments between Seminole Road and Slash Pine Trail, and Kings Highway between St. Lucie Boulevard and Indrio Road were operating at an acceptable Level of Service. These roadways will continue to operate at an acceptable Level of Service, following the roadway improvements mentioned above and the proposed retail development. D.Whether and the extent to which the proposed conditional use has obtained from the St. Lucie County - Fort Pierce Fire Prevention Bureau written confirmation, or has otherwise demonstrated by substantial credible evidence, that water supply, evacuation facilities, and emergency access are satisfactory to provide adequate fire protection. The St. Lucie County Fire District has determined the Conditional Use to meet all safety standards, including water supply, evacuation facilities, and emergency access for fire protection. Fire and Emergency Medical Services (EMS) access will be provided via Station #7 Lakewood Park located at 4900 Fort Pierce Boulevard (located approximately 0.4 miles east of the subject parcel). E.Whether and the extent to which the proposed conditional use would result in significant adverse impacts on the natural environment; Background: The Environmental Resources Department (ERD) is in receipt of the January 13, 2020 date-stamped submittal from Planning and Development Services requesting approval of a Minor Site Plan and three (3) Conditional Use permits. The applicant is proposing to construct a 3,454 ft2 convenience store with the sale of beer and wine, a free-standing fuel canopy consisting of eight (8) pumps, totaling sixteen (16) fueling stations, and a self-service car wash with associated paved parking, utility infrastructure, and drainage. The 1.95-acre parcel, zoned commercial neighborhood (CN), is located on the northwest corner of Kings Highway and Indrio Road, and is adjacent to single-family residential (RS-4) to the west and CN to the north. This site is currently vacant and heavily vegetated with numerous species of native trees meeting the mitigation threshold. Findings: Although the site is heavily vegetated with numerous species of native trees, such as slash pines, oaks, and cabbage palms, there was no evidence of wetlands, intact native upland habitat, or listed species observed during numerous site visits. ERD staff verified the accuracy of the submitted tree survey and found numerous native trees meeting the mitigation threshold outlined in LDC 6.00.05.D. Specifically, fifty-nine (59) sabal palms measuring ten plus (10+) ft. clear trunk, four (4) slash pine trees (equaling 85” diameter at breast height [DBH]) and thirteen (13) oak trees (equaling 267” DBH) totaling 352” DBH to be removed for a total of 704” DBH of required mitigation at the required 2:1 ratio. Mitigation will be met via fee in lieu of $200.00 per sabal palm ($11,800.00) and $200.00/inch of required canopy tree mitigation ($140,800.00) for a total of $152,600.00. A final revised landscape plan, submitted January 13, 2020 by Kimley Horn, was reviewed by ERD staff and found to be consistent with both the Land Development Code (LDC) and Comprehensive Plan. The landscape plan included the required eight (8) ft. masonry wall screening the use and the car wash in accordance with LDC 7.10.22.C from the adjacent residential and commercial properties to the west and north, respectively, and accompanying required landscaping. Recommendation: ERD supports approval of the Minor Site Plan and three (3) Conditional Use permits with the conditions outlined below. Conditions of Approval: 1.Prior to issuance of a vegetation removal permit or exemption, the applicant shall provide the required $152,600.00 fee in lieu for tree mitigation requirements as detailed on the approved landscape and tree mitigation plans. Page 248 of 346 Project Name: 7-Eleven at Indrio Road and Kings Highway File No.: CU-6201925548 (Gasoline Sales) 9 2.Prior to issuance of a Certificate of Occupancy, all Category I listed invasive plant species shall be eradicated from the site, per Land Development Code Section 7.09.05. NEIGHBORHOOD MEETING: On August 27, 2019 a neighborhood meeting was held by the applicant. Notices for this meeting were sent to all property owners within 500-feet of the subject property. The following project representatives and staff were in attendance: Matthew Gillespie, from Kimley-Horn & associates, Matt Ross, from Creighton Commercial Development, Josh Long and Robert Raynes from Gunster Law Firm, and Kris McCrain and Linda Pendarvis from St. Lucie County’s Planning and Development Services Department. The purpose of the neighborhood meeting was to notify property owners of the proposed development, and to allow the public to review the proposed site plan and provide feedback. The discussions from this meeting included security, drainage out-fall and potential flooding run-off onto residential properties, traffic, landscape buffer design and setbacks, possible light spillover onto residential properties, and future access for Florida Power & Light (FP&L) via the existing ten (10) foot utility easement located between the subject parcel and residential properties. A comprehensive synopsis of the discussions from the neighborhood meeting was compiled by the applicant and can be found in the agenda packet. STAFF RECOMMENDATION: Staff finds the Conditional Use Permit to meet the standards of review as set forth in Section 11.07.03 of the St. Lucie County Land Development Code, and is not in conflict with the goals, objectives, and policies of the St. Lucie County Comprehensive Plan. Staff recommends the Planning and Zoning Commission forward this petition to the Board of County Commissioners with a recommendation of approval, subject to the following conditions of approval. CONDITIONS OF APPROVAL: 1.Prior to issuance of a development permit for the gasoline service station, the applicant shall demonstrate compliance with Florida Statute Section 526.143, by providing for alternate generated power capacity. 2.Outdoor speaker systems shall comply with the St. Lucie County noise ordinance at all times. 3.Prior to issuance of a vegetation removal permit or exemption, the applicant shall provide the required $152,600.00 fee in lieu for tree mitigation requirements as detailed on the approved landscape and tree mitigation plans. 4.Prior to issuance of a Certificate of Occupancy, all Category I listed invasive plant species shall be eradicated from the site, pursuant to Land Development Code Section 7.09.05. Page 249 of 346 Project Name: 7-Eleven at Indrio Road and Kings Highway File No.: CU-6201925548 (Gasoline Sales) 10 SUGGESTED MOTIONS: MOTION TO APPROVE AFTER CONSIDERING THE TESTIMONY PRESENTED DURING THE PUBLIC HEARING, INCLUDING STAFF COMMENTS, AND THE STANDARDS OF REVIEW AS SET FORTH IN SECTION 11.07.03, ST. LUCIE COUNTY LAND DEVELOPMENT CODE, I HEREBY MOVE THAT THE PLANNING AND ZONING COMMISSION RECOMMEND THE ST. LUCIE COUNTY BOARD OF COUNTY COMMISSIONERS GRANT APPROVAL TO THE CONDITIONAL USE PERMIT FOR 7-ELEVEN AT INDRIO ROAD AND KINGS HIGHWAY TO ALLOW FOR GASOLINE SERVICES AS AN ACCESSORY USE TO RETAIL FOOD STORES WITHIN THE CN (COMMERCIAL NEIGHBORHOOD) ZONING DISTRICT, WITH CONDITIONS RECOMMENDED BY STAFF BECAUSE..... [CITE REASONS WHY - PLEASE BE SPECIFIC]. MOTION TO DENY AFTER CONSIDERING THE TESTIMONY PRESENTED DURING THE PUBLIC HEARING, INCLUDING STAFF COMMENTS, AND THE STANDARDS OF REVIEW AS SET FORTH IN SECTION 11.07.03, ST. LUCIE COUNTY LAND DEVELOPMENT CODE, I HEREBY MOVE THAT THE PLANNING AND ZONING COMMISSION RECOMMEND THAT THE ST. LUCIE COUNTY BOARD OF COUNTY COMMISSIONERS DENY THE CONDITIONAL USE PERMIT FOR 7- ELEVEN AT INDRIO ROAD AND KINGS HIGHWAY TO ALLOW FOR GASOLINE SERVICES AS NA ACCESSORY USE TO RETAIL FOOD STORES WITHIN THE CN (COMMERCIAL NEIGHBORHOOD) ZONING DISTRICT, WITH CONDITIONS RECOMMENDED BY STAFF BECAUSE..... [CITE REASONS WHY - PLEASE BE SPECIFIC]. Page 250 of 346 Page 1 Resolution No.: 2020-XXX April 7, 2020 File No.: CU-6201925548 RESOLUTION 2020-XXX File No.: CU-6201925548 A RESOLUTION OF THE BOARD OF COUNTY COMMISSIONERS OF ST. LUCIE COUNTY, GRANTING A CONDITIONAL USE PERMIT TO ALLOW GASOLINE SERVICES - ACCESSORY TO RETAIL FOOD STORES WITHIN THE CN (COMMERCIAL, NEIGHBORHOOD) ZONING DISTRICT FOR A PARCEL LOCATED AT THE NORTHWEST CORNER OF INDRIO ROAD AND KINGS HIGHWAY IN ST. LUCIE COUNTY, FLORIDA WHEREAS, the Board of County Commissioners of St. Lucie County, Florida, based on the testimony and evidence, including but not limited to the staff report, has made the following determinations: 1.7-Eleven, Inc., presented a petition for a Conditional Use Permit to allow gasoline sales – accessory to a retail food store within the CN (Commercial, Neighborhood) Zoning District, for the property located at the northwest corner of Indrio Road and Kings Highway, as described in Part “B” below and depicted in Exhibit “A”. 2.On February 20, 2020, the Planning and Zoning Commission held a public hearing on the petition, after publishing notice at least 10 days prior to the hearing and notifying by mail all owners of property within 500 feet of the subject property, and recommended that the Board of County Commissioners approve/deny this Conditional Use Permit. 3.On April 7, 2020, the St. Lucie Board of County Commissioners held a public hearing on this petition, after publishing a notice of such hearing and notifying by mail all owners of property within 500 feet of the subject property. 4.The proposed Conditional Use is consistent with the goals, objectives, and policies of the St. Lucie County Comprehensive Plan and has satisfied the requirements of Section 11.07.03 of the St. Lucie County Land Development Code. 5.The proposed Conditional Use will not have an undue adverse effect on adjacent property, the character of the neighborhood, traffic conditions, parking, utility facilities, or other matters affecting the public health, safety, and general welfare. 6.A Certificate of Capacity as required under Chapter V, St. Lucie County Land Development Code, a copy of which is attached to this Resolution, was granted by the Planning and Development Services Director on XXXXX XX, 2020. 7.Section 11.07.5(B) of the St. Lucie County Land Development Code requires all applications for Conditional Use Permit approval include a full site plan if the proposed use or development activity meets the submission requirements of Section 11.02.02 of the St. Lucie County Land Development Code. NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF COUNTY COMMISSIONERS OF ST. LUCIE COUNTY, FLORIDA: A.Pursuant to Section 11.07.03 of the St. Lucie County Land Development Code, the Conditional Use for 7-Eleven @ Indrio Road & Kings Highway to allow gasoline sales – Page 251 of 346 Page 2 Resolution No.: 2020-XXX April 7, 2020 File No.: CU-6201925548 accessory to retail food stores within the CN (Commercial, Neighborhood) Zoning District is hereby approved/denied for the property described in Part “B”, subject to the following conditions: 1. 2. 3. B.The property on which this Conditional Use Permit is being granted is described as follows: 14 34 39 E 1/2 OF SE 1/4 OF SE 1/4 OF NE 1/4-USS S 50 FT AND LESS E 80 FT AND LESS N 225 FT AND LESS ADDL RD R/W MPDAF: FROM E 1/4 COR OF SEC, TH N 89 52 34 W 79.82 FT, TH N 00 07 26 E 50 FT TO POB; TH N 89 52 34 W 257.65 FT, TH N 00 1 8 27 E 60 FT, TH S 89 52 34 E 232.50 FT, TH N 45 25 52 E 35.55 FT TO WLY R/W LI OF CANAL NO. 4, TH S 00 19 56 W ALG R/W LI 85 FT TO POB- (1.95 AC - 84,942 SF) (OR 3036-2167) Parcel ID Number:1314-144-0000-000/0 Property Address:TBD – Indrio Road, Fort Pierce, FL 34951 C.The approvals and authorizations granted by this Resolution are for the purpose of obtaining a Building Permit or Zoning Compliance from St. Lucie County, and are not assigned to any other party or institution. Should the applicant choose or decide to assign this business to another entity or individual, an adjustment to this Conditional Use Permit shall be required. D.Pursuant to Section 11.07.05(I) of the St. Lucie County Land Development Code, a Conditional Use Permit shall be valid for the purposes of securing a Building Permit or Certificate of Zoning Compliance for twelve (12) months from the date of this approval, unless a Building Permit or Certificate of Zoning Compliance is secured within twelve (12) months, and construction subsequently undertaken pursuant to such Building Permit, the Conditional Use Permit shall automatically expire unless the permit is extended upon application to the Board of County Commissioners. E.Pursuant to Section 11.07.05(F) of the St. Lucie County Land Development Code, time limitations imposed on a Conditional Use Permit by Section 11.07.05(I) may be extended by the Board of County Commissioners not more than one (1) time, and for not more than twenty-four (24) months, upon application by the applicant and after a public hearing held in accordance with Section 11.00.04. F.The St. Lucie County Planning and Development Services Director is hereby authorized and directed to cause the notation of this Resolution to be made on the Official Zoning Map of St. Lucie County, Florida, and to make notation of reference to the date of adoption of this Resolution. G.The developer is advised as part of this Conditional Use Permit approval for 7-Eleven, Inc., including any successors in interest, the developer shall obtain all applicable development permits and construction authorizations from the appropriate state and federal and local regulatory agencies including, but not limited to, the United States Page 252 of 346 Page 3 Resolution No.: 2020-XXX April 7, 2020 File No.: CU-6201925548 Army Corps of Engineers, the Florida Department of Environmental Protection, and South Florida Water Management District, and the St. Lucie County Environmental Resources and Building Departments prior to the commencement of any development activities on the property described in Part B. Issuance of this permit by the County does not in any way create any rights on the part of the developer to obtain a permit from a state or federal agency and does not create any liability on the part of the County for issuance of this permit if the developer fails to obtain requisite approvals or fulfill the obligations imposed by a state or federal agency or undertake actions that may result in a violation of state or federal law. H.This Resolution shall be recorded in the Public Records of St. Lucie County. After motion and second, the vote on this resolution was as follows: Commissioner Cathy Townsend, Chair XXX Commissioner Chris Dzadovsky, Vice Chair XXX Commissioner Linda Bartz XXX Commissioner Sean Mitchell XXX Commissioner Frannie Hutchinson XXX PASSED AND DULY ADOPTED this _______ day of _________________, 2020. BOARD OF COUNTY COMMISSIONERS ST. LUCIE COUNTY, FLORIDA _______________________________ BY CHAIR ATTEST:APPROVED AS TO FORM AND CORRECTNESS: ___________________________________________________ DEPUTY CLERK COUNTY ATTORNEY Page 253 of 346 Page 4 Resolution No.: 2020-XXX April 7, 2020 File No.: CU-6201925548 EXHIBIT “A” (Site Location Map) Page 254 of 346 Page 5 Resolution No.: 2020-XXX April 7, 2020 File No.: CU-6201925548 EXHIBIT “B” (Certificate of Capacity) Page 255 of 346 SUGGESTED MOTIONS: MOTION TO APPROVE AFTER CONSIDERING THE TESTIMONY PRESENTED DURING THE PUBLIC HEARING, INCLUDING STAFF COMMENTS, AND THE STANDARDS OF REVIEW AS SET FORTH IN SECTION 11.07.03, ST. LUCIE COUNTY LAND DEVELOPMENT CODE, I HEREBY MOVE THAT THE PLANNING AND ZONING COMMISSION RECOMMEND THE ST. LUCIE COUNTY BOARD OF COUNTY COMMISSIONERS GRANT APPROVAL TO THE CONDITIONAL USE PERMIT FOR 7-ELEVEN AT INDRIO ROAD AND KINGS HIGHWAY TO ALLOW FOR GASOLINE SERVICES AS AN ACCESSORY USE TO RETAIL FOOD STORES WITHIN THE CN (COMMERCIAL NEIGHBORHOOD) ZONING DISTRICT, WITH CONDITIONS RECOMMENDED BY STAFF BECAUSE..... [CITE REASONS WHY - PLEASE BE SPECIFIC]. MOTION TO DENY AFTER CONSIDERING THE TESTIMONY PRESENTED DURING THE PUBLIC HEARING, INCLUDING STAFF COMMENTS, AND THE STANDARDS OF REVIEW AS SET FORTH IN SECTION 11.07.03, ST. LUCIE COUNTY LAND DEVELOPMENT CODE, I HEREBY MOVE THAT THE PLANNING AND ZONING COMMISSION RECOMMEND THAT THE ST. LUCIE COUNTY BOARD OF COUNTY COMMISSIONERS DENY THE CONDITIONAL USE PERMIT FOR 7-ELEVEN AT INDRIO ROAD AND KINGS HIGHWAY TO ALLOW FOR GASOLINE SERVICES AS NA ACCESSORY USE TO RETAIL FOOD STORES WITHIN THE CN (COMMERCIAL NEIGHBORHOOD) ZONING DISTRICT, WITH CONDITIONS RECOMMENDED BY STAFF BECAUSE..... [CITE REASONS WHY - PLEASE BE SPECIFIC]. Page 256 of 346 D P U 2 3 1 S0 0 ° 1 8 ' 1 6 " W 30 4 . 1 0 ' S89°36'34"E257.25' INDRIO ROAD NO R T H K I N G S H I G H W A Y (T U R N P I K E F E E D E R R O A D ) CA N A L N O . 4 N45 ° 2 5 ' 5 2 " E 35.5 5 ' N89°52'34"W232.46' N0 0 ° 2 2 ' 2 6 " E 3 3 0 . 3 0 ' 42 5 4 10 C-STORE 3,454 SF HEIGHT: 35 FT CAR WASH 980 SF FUEL CANOPY HEIGHT: 17.5 FT 8 © NORTH PROVIDED PARKING: SITE DATA: IMPERVIOUS CALCULATIONS PROPOSED BUILDING COVERAGE: PROPOSED 7- E L E V E N # 3 8 9 4 4 FO R T P I E R C E SI T E P L A N C4.0 LANDSCAPE BUFFERS REQUIRED BUILDING SETBACKS REQUIRED REQUIRED PARKING (PER ITE PARKING GENERATION MANUAL 5TH EDITION – LAND USE 945: © Page 257 of 346 ECBBB MH: 14.5 EWS3 A7 MH: 12 SC3D1 MH: 6 SC3D1 MH: 6 SC3D1 MH: 20 SC3D1 MH: 20 D3G3D1 MH: 20 SC3D1 MH: 6 SC3D1 MH: 20 D3C3D1 MH: 20 SG3D1 MH: 20 SC3D1 MH: 20 8ft Batten MH: 12 8ft Batten MH: 12 8ft Batten MH: 12 8ft Batten MH: 12 4ft batten MH: 12 EM MH: 12 EWS3 A7 MH: 12 EWS3 A7 MH: 12 EWS3 A7 MH: 12 EWS3 A7 MH: 12 EM MH: 12 EWS3 D3 MH: 12 EWS3 D3 MH: 12 EWS3 E3 MH: 12 EWS3 E3 MH: 12 D3G3D1 MH: 20 D3G3D1 MH: 20 EWS3 C7 MH: 12 EWS3 C7 MH: 12 D3G3D1 MH: 20 SG3D1 MH: 20 D P U 2 3 1 7- E L E V E N # 3 8 9 4 4 FO R T P I E R C E PR E P A R E D F O R CL I E N T LA N D S C A P E P L A N L1.00 © ST A T E O F REGISTERE D L A N DSCAPE A R C H I T ECT FLORIDA MATTH E W T AYLOR F R A NKO LA 6 6 6 7 2 9 2 NORTH Page 258 of 346 Page 259 of 346 Page 260 of 346 Page 261 of 346 Page 262 of 346 ,----...__ / ' ' B \ \ . / ''-.____.,../ 1 = l 6'·0", 35•.11 ¾" 20 GA PREFINISHED METAL---� PARAPET CAP ----........, j �w-�-m = \, 1�8' �-� FRIEZE/MEDALLION -.,:,, MANSARD ROOF --------JR 4" EIFS ARCH TRIM PROFILE 8" FLAT HIGH IMPACT -......_ EIFS BANDING --.._ __ HIGH IMPACT EIFS -----...... WATER TABLE -...."-..... BOLLARD -------..'""-. '\ T,0. FINISH FLOOR o· (Q1\ CAR WASH FRONT ELE\/! A TIOI\J ' J l'( '.::.LL· i/1C''."=·]'-' \,_/ __ ,,_;' . "/ ' -u /.,--------, ( I \ \T) � T.0. PAf/J\PET FRA \tlNG 1B'-8" ( sr., )--- 3'·4'' [ ST-1 ��-- � T.0. FI NISH Fl.OCR o·· (o 3;CAR WASH REJ.l"R MUELLER URETHANE GATES PER MATERIAL SCHEDULE SHEET A3.0-PAINTED P-3 "'""'· 7'-4' "I' -T.0.M ,_, (---1�')--...... �:r/ ,,, e•��I�� i2�2���:I(�� -.,,, PAINTED (P-6) ' -� l.(J. DLMPSTER SI.AB REF . 81\/IL S.S HANDLE -\ \ ELEVATION /---------- ,,, ') \ ' I ' \ � / '-,/ (05 1DUMPSTER FRONT ELEV A TION1 I �C' E· </1'·-1• ,·," , _______ ./ � /-\L , u'/ t) -L, ! I 00 �. i. ST-3 J � I �J "' .:- _I YliJ-1 I .... --·'·-l�� -�-. '--''. ,---·;_�- (og")FUELING CANOPY \. ______ / SC.t.c_E· �/16"-'1 -0" SHORT /-------,\;' L. \_�/ 6'-0" //./" �\ ' I \ /, _____ / ! -----@TI 4--7ST-2J I [sr.1) �:E.·�. -' \ ' ) ' / T -�✓ 3!.id{/ _,---------20 GA PREFINISHED METAL // PARAPET CAP ___ _ .....--,---FRIEZE/MEDALLION ,_.,..- ,,---MANSARD ROOF /// 8"x2' EIFS BANDING 4" EIFS ARCH TRIM PROFILE _,,-.,--:•;:S��g;��MPACT _,.,---HIGH IMPACT EIFS _....,._,.,.._,,,-WATER TABLE _,,..,., .--",-BOLLARD 20 GA CAP FLASHING, GC SUPPLIED � ,, B ,, \ I ,....,__/ 7'-4" T.0.M T.O. DUMPSTER SLAB REF. CIVIL /-�.....,_ ! 1 \ I . ' I\'1 _/ 23'A" j 3'·3¾" 10'·0" 23'A" � ,( / I ST-3""'c· ----.c .ST-2}----------,, ( ST-1 , � [l\ffRAJ\lF 10'-0>/ /--------( r;i \\ L I ' "'-----__,./ I �--20 GA. PREFINISHED _-METAL PARAPET CAP T.O. PARAPET FRAMING 11 .. "·s· V ,-��-BACK-LIT FASCIA SIGN BY SIGN CONTRACTOR; UNDER SEPARATE PERMIT 8''x2" EIFS BANDING HIGH IMPACT EIFS WATER TABLE T.0. FINl3H FLOCR 1� o· ._,.,' (02\CAR WA.SH L.EF T ELEVATION \ ··. ! c,-,L, -·16"-'' c,' '........_/ _,_., '-j/ , -I "-, / ,.., \ I\ /�,' '-I 20 GA. PREFINISHED METAL --...... PARAPET CAP SIGN CONTRACTOR: UNDER --..� / BACK-LIT FASCIA SIGN BY -._ ;c·= SEPARATE PERMIT 'i I 8"x2" EIFS BANDING HIGH IMPACT EIFS WATER TABLE E'<I-,. (04\RIGHT ELEVATION\ J ,.,._,, '·1·· 1· ,,,, ' � ' '-. _,,../ .=,, ___ '--\_=-.J/ b � -,,.,, ,,,-� ...... ' I i ) \ I_ ' "-20 GA CAP FLASHING, -, GC SUPPLIED \ \ /,,---..,_\ 1 I i \, __________ .,/ :9 , ST-2 = � I I sr.2 j ·-I ST·1J /,..---..._'.., ! \ / '-� T.0. PARAP!:T FRArv'ING <It,, n '""' ... / ' T.O. FlNISHF_QQ,:.. ,J" � 7 _,,. (]I. T.O,M �j T.D. DUMPSTER SLAB ,ri REF CIVIL (oe\iDUMPSTER LEFT ELEV fl\ TION \ ' C:J'/1.] F F,''-' _r," (Q?JDUMPSl""ER RE/.l\R ELEVATION ...... _____ / -'-·�, --· --" \..._ _ _,,,,/ SC:\,_[: 3/1b'-l ,.· ' ------ EXTERIOR MATERIALS SCHEDULE w IFINISH CODE MATERIAL MANUFACTURER-COLOR ST· 1 PAINTED STUCCO ! SHERWIN WILLIAMS BALANCED BEIGE SW 7037 ST·2 ST·3 p.3 P·6 MR·1 C-1 ,,-...._ ( ' / E I \ / PAINTED STUCCO SHERWIN WILLIAMS· AESTHETIC WHITE· SW 7035 PAINTED STUCCO SHERWIN WILLIAMS. PURE WHITE· SW 7005 EXTERIOR HOLLOW METAL DOORS, FRAMES, SHERWIN WILLIAMS SEAL SKIN -SW 7675TRASH ENCLOSURE GATE, GRAVEL GUARDS AND LIGHT POLES EXTERIOR BOLLARDS SHERWIN WILLIAMS SEAL SKIN -SW 7675 METAL STANDING SEAM MATCH SW 7675 PREFINISHED ALUMINUM CANOPY MATCH SW 7675 ARCHITECTURAL ELEMENTS ST. LUCIE COUNTY ARCHITECTURALISTANDARDSST. LUCIE COUNTY LAND DEVELOPMENT CODE SECTION 7.10.24-COMMERCIAL:TOTAL 6 ELEMENTS REQUIRED. 6 PROVIDED ONE STORY BUILDING BUILDING DESIGN STANDARDS -COMMERCIAL: TOTAL 6 ELEMENTS REQUIRED, 6 PROVIDED 1. 2 3.',-----• 4. 5. 6. STANDING SEAM METAL ROOF SQUARE COLUMNS ARCADE/LOGGIA CANOPY ARCHES FRIEZE/MEDALLION ,,,.�, I -' \ ; /\ I \ ' ' / '----..,.... '20 GA CAP FLASHING _ ,_/ GC SUPPLIED \ I 7'-4" (-• TO.M .. ) ' T.0. DUMPSTER SL.AB REF Cl'v'IL I I (oS!DU�vtPSTER ELEVATION ' ( '-..___/ 'i-2:? ! llil. ··-·· . ..,�------,-------�--�----�-------- -"- I J t,,,... 4i I P-6 J !1-0\FUE!_lf\lG CJ\NOPY \ / SC:A.L::· 15"=·1 -G"..._ __ .,/ LONG NOT FOR CONSTRUCTION Planning & Development Ser,i,ces OCT 2 S 2019 RECEIVED 1 . � I j . • " . u ! S • • " i J � � I 5 ; , i I i I I I • i I•I • ' " • u " .u ' i� I 'I"I 'fi: • ,p ". " I � � I s I : � "' z � u I I UJ "' "" z ,_ &l � 0 a::n. �s::r-�. C C >� o,-C <t'.'.� 00 <�-<t:JM 0--.0--, $_ �I I • il.J..,J ,-,-� J O.µ., '° '° � ·�</l '°'° . c; 0 � �" :... _g ---� � E 0.. r---r---:a ,r,1ijoo�8 N r::: s::r-s::r-� .§ �o '--''--' .§ 0..0.. � C: . 1-N Cl)� z� Oii5 U o-<i: Z o� Cl:'. 0, Qo� 1-z"'::5 _,-,-en�....... -_,e.9w _J LL -w (.) 0::: w -a_ I-0::: 0 LL I z w LL > ui w u Cl:'. _J LU (l_ w I-I Cl:'. r--0 LL �� �§ �� l\� VJ \,.___ 6) � � ·51i . .::: � rii�M �j Cl) z 0 -I- w _J w c:::: 0 0::: w � I-E >< tlJ w ,-�-I I i i" " "N z ©,_ N 0 0 mUJ " � 0 m otl, ;;;a "' �� UJ � 0 S<:@ UJ -u�,_ � UJ ;§ 0 0 A203 Page 263 of 346 Aerial Map Ad Map Page 264 of 346 Location Map Future Land Use Map Page 265 of 346 Zoning Map Page 266 of 346 Page 267 of 346 Page 268 of 346 Page 269 of 346 Page 270 of 346 Page 271 of 346 Page 272 of 346 Page 273 of 346 Page 274 of 346 Page 275 of 346 Page 276 of 346 Page 277 of 346 Page 278 of 346 Page 279 of 346 Page 280 of 346 Page 281 of 346 LAND DEVELOPMENT CODE SECTION 3.01.03 Q. CN COMMERCIAL, NEIGHBORHOOD. 1. Purpose. The purpose of this district is to provide and protect an environment suitable for limited retail trade and service activities covering a relatively small area and that is intended to serve the population living in surrounding neighborhoods. The number in "( )" following each identified use corresponds to the SIC code reference described in Section 3.01.02(B). The number 999 applies to a use not defined under the SIC code but may be further defined in Section 2.00.00 of this code. 2. Permitted Uses: a. Beauty and barber services. (723/724) b. Membership organizations subject to the provisions of Section 7.10.31. (86) c. Depository institutions. (60) d. Laundering and dry cleaning (self service). (7215) e. Real estate. (65) f. Repair services: (1) Electrical repair. (762) (2) Shoe repairs. (725) (3) Watch, clock, jewelry, and musical instrument repair. (7631) g. Retail trade (each building shall be less than 6,000 square feet gross floor area, all uses inclusive): (1) Antiques. (5932) (2) Apparel and accessories. (56) (3) Books and stationery. (5942/5943) (4) Cameras and photographic supplies. (5946) (5) Drugs and proprietary. (5912) (6) Eating places. (5812) (7) Florists. (5992) (8) Food stores. (54) (9) Gifts, novelties, and souvenirs. (5947) (10) Hobby, toy and game shops. (5945) (11) Household appliances. (572) (12) Jewelry. (5944) (13) Newspapers and magazines. (5994) (14) Optical goods. (5995) (15) Nurseries, lawn and garden supplies. (526) (16) Radios, TV's, consumer electronics and music supplies. (573) (17) Sporting goods and bicycles. (5941) (18) Tobacco products. (5993) h. Video tape rental. (784) i. Low THC and medical marijuana dispensing facility. The facility may not be located within five hundred (500) feet of the real property that comprises a public or private elementary school, middle school, or secondary school. 3. Lot Size Requirements. Lot size requirements shall be in accordance with Section 7.04.00. 4. Dimensional Regulations. Dimensional requirements shall be in accordance with Section 7.04.00. 5. Off-street Parking and Loading Requirements. Off-street parking and loading requirements are subject to Section 7.06.00. 6. Landscaping Requirements. Landscaping requirements are subject to Section 7.09.00. Page 282 of 346 7. Conditional Uses: a. Car washes (self-service only) -subject to the provisions of Section 7.10.22. (999) b. Day care - adult. (8322) - child. (8351) c. Postal services. (4311) d. Retail trade: (1) Gasoline services - accessory to retail food stores under SIC-5411. (999) (2) Un-distilled alcoholic beverages accessory to retail sale of food. (5921-Except for liquor) e. Telecommunication towers - subject to the standards of Section 7.10.23. (999) 8. Accessory Uses. Accessory uses are subject to the requirements of Section 8.00.00 and include the following: a. Drinking places (un-distilled alcoholic beverages) accessory to an eating place. (999) b. One dwelling unit contained within the commercial building, for on-site security purposes. (999) Page 283 of 346 kimley-horn.com 189 South Orange Avenue, Suite 1000, Orlando, Florida 32828 407 898 1511 May 20, 2019 Kristopher McCrain Associate Planner Planning & Development Services Planning Division St. Lucie County, Florida Re: 7-11 Convenience Store w/ Fueling Stations Northwest quadrant of N. Kings Highway & Indrio Road This Traffic Impact Study (TIS) has been prepared in support of the proposed Convenience Store with Fueling Station (shown in the attached concept plan), located in the northwest quadrant of the intersection of N Kings Highway & Indrio Road, in St. Lucie County, Florida. The proposed facility will consist of up to 3,500 square feet of convenience store and 16 fueling stations. Based on the St. Lucie County’s Development Review Committee (DRC) Final Report dated February 22, 2019, a Traffic Impact Statement is required. Trip generation potential for the proposed expansion is shown below in Table 1. Table 1: Trip Generation Comparison Trip generation and pass-by percentages for the proposed development were based on both the Institute of Transportation Engineers (ITE) Trip Generation Manual (v10) and FDOT’s Summary of 2011/12 Trip Generation Studies, October 2014, for Land Use Convenience Markets with Gasoline Pumps. The FDOT study collected information on 12 modern convenience markets with gas pumps throughout Florida in 2012. The full document is included in the Appendix. The study’s multi-variable trip generation equation was used to calculate the trip generation potential of the proposed development, which includes both gross floor area and fueling positions. An average pass-by rate of 77% was recommended by the FDOT from their findings in the 2012 study. This study was used to develop the trip generation potential for both Daily and PM Peak hour scenarios. Trip generation potential for the AM Peak hour was based upon ITE’s Trip Generation Manual (v10) (Land Use Code 945). Total In Out Total In Out Total In Out 3.500 KSF 16 FP 77%2,773 1,386 1,387 154 79 75 193 99 94 828 415 413 46 23 23 58 29 29 1FDOT Summary of 2011/12 Trip Generation Studies, October 2014 2ITE Trip Generation Manual (v10) 123 Pass-by Trips1 128251FDOT / ITE 200 102 98 Net New External Peak Hour Trips PM Peak Hour (trips)1 LUC Size UnitSource AM Peak Hour (trips)2Daily (trips)1 3,601 1,801 1,800 Land Use Description 945Convenience Markets with Gasoline Pumps Page 284 of 346 Page 2 kimley-horn.com 189 South Orange Avenue, Suite 1000, Orlando, Florida 32801 407 898 1511 The estimated total net-new external trips expected to be generated by the site is 828 daily two-way trips (415 entering, 413 exiting), 46 two-way trips during the AM Peak Hour (23 entering, 23 exiting) and 58 two-way trips (29 entering, 29 exiting) during the PM Peak Hour. If you have any questions or comments please let me know. Sincerely, KIMLEY-HORN AND ASSOCIATES, INC. Kenneth K. Siu, P.E. Page 285 of 346 C-STORE3,454 SF INDRIO ROAD (S.R. 614) N KINGS HIGHWAY (S.R. 713) LAKEWOOD PARK DRIVE SECONDARY SEPTICAREA PRIMARYSEPTIC AREA Page 286 of 346 S U M M A R Y O F 2 0 1 1 / 1 2 T R I P G E N E R A T I O N S T U D I E S O C T O B E R 2 0 1 4 F L O R I D A D E P A R T M E N T O F T R A N S P O R T A T I O N P A G E 6 Summary of Convenience Market with Gas Pumps Study Page 287 of 346 S U M M A R Y O F 2 0 1 1 / 1 2 T R I P G E N E R A T I O N S T U D I E S O C T O B E R 2 0 1 4 F L O R I D A D E P A R T M E N T O F T R A N S P O R T A T I O N P A G E 7 CONVENIENCE MARKETS WITH GAS PUMPS I n t r o d u c t i o n Over the last ten years, convenience markets with large numbers of fueling positions have become an emerging trend. Previous studies on convenience markets with gas pumps indicated that newer Florida developments may have trip generation characteristics different from those already included in ITE reports, specifically ITE Land Use (LU) 853: Convenience Market with Gas Pumps. To assess these differences, FDOT studied 12 modern convenience market with gas pumps sites throughout Florida in 2012. A v e r a g e T r i p G e n e r a t i o n R a t e s Similar to ITE, this study determined that both gross floor area (GFA) and the number of fueling positions (FP) were significant variables in estimating trip generation for convenience markets with gas pumps. A graphic depicting the gross floor area and fueling position variables is included below in Figure 1. Figure 1: Example of Gross Floor Area and Fueling Positions Average trip generation rates were calculated for both 1,000 square feet of GFA and FP during the weekday daily and PM peak hour of the adjacent street periods. The rates per 1,000 square feet of GFA were compared to ITE LU 853 - Convenience Market with Gas Pumps, which represents sites where the convenience market has more impact than the fueling positions. Similarly, the rates per FP were compared to ITE LU 945 - Gasoline/Service Station with Convenience Market, which represents sites where emphasis is placed on fueling over the convenience market. For comparative purposes, findings from similar research were obtained and a brief description of each study is provided below. The 1992 Trip Generation of Convenience Stores with Gas Pumps study prepared for FDOT was the first which considered the possibility of using multi-variable equations. All of the current ITE equations have only one independent variable, such as number of fueling positions or square footage of the convenience market. The 1992 analysis suggested an equation that uses both gross floor area and gas pumps to find the number of trips during the PM peak. The convenience stores were slightly smaller ranging from 700 – 3,600 square feet. However, the sites in their study did include up to 12 gas pumps Convenience Market Gross Floor Area (GFA) Fueling Positions (FP) (This figure shows 4 fueling positions) Page 288 of 346 S U M M A R Y O F 2 0 1 1 / 1 2 T R I P G E N E R A T I O N S T U D I E S O C T O B E R 2 0 1 4 F L O R I D A D E P A R T M E N T O F T R A N S P O R T A T I O N P A G E 8 (24 vehicle fueling positions), which is similar to the sites included in the FDOT 2012 study. Research findings indicated that the model had an adjusted R2 value of 0.904, which indicates a high level of correlation. In 2001, the ITE Journal published an article titled Trip Generation Characteristics for Convenience Stores that suggested the consideration of a new land use code due to different trip generation characteristics of modern stores. The authors began by noting the historical changes in the size of convenience stores and number of fueling positions. They claimed contemporary stores to be two or three times larger than traditional stores, as well as averaging about twice as many fueling positions. Their trip generation rates for ITE LU 853 Convenience Market with Gas Pumps were higher during the AM peak hour, significantly lower in the PM peak hour, and had higher pass-by rates than seen in Trip Generation 6th Edition. Their sites were located in the northeast, but otherwise had characteristics similar to the 2012 FDOT study with an average of 15 fueling positions and 5,070 square feet of gross floor area. The research described in the 2011 ITE Journal article and 2008 report Traffic Operational Impacts of Contemporary Multi-Pump Island Fueling Centers studied sites located in North Carolina and also indicated that new gas stations had different characteristics than traditional sites. However, instead of recommending new rates, they chose to focus on multi-variable regression analysis. They suggested that because modern facilities have so many more potential services to offer, traditional analyses can no longer estimate traffic impacts with only one variable. The ability to pay at the pump, presence of more fueling stations, car wash facilities, larger convenience markets, and fast-food restaurants are some examples of relatively new services. The study included 30 sites with a variety of characteristics, including four called “hybrid” which most closely resemble those FDOT chose to study in 2012. Due to a small sample size, their hybrid specific equation had a very low R2 value. The researchers recommended equations that incorporate average daily traffic (ADT), characteristics (hybrid, yes or no), and presence of a drive-through. The R2 values for the AM and PM peak equations were 0.591 and 0.558 respectively. A comparison of the results from this study to those found in previous research is provided in Table 1. Page 289 of 346 S U M M A R Y O F 2 0 1 1 / 1 2 T R I P G E N E R A T I O N S T U D I E S O C T O B E R 2 0 1 4 F L O R I D A D E P A R T M E N T O F T R A N S P O R T A T I O N P A G E 9 Table 1: Trip Generation Rate Comparisons for Convenience Markets with Gasoline Pumps F i n d i n g s The following observations were made from the above table:  A comparison of the FDOT study results with ITE LU 853 - Convenience Market with Gas Pumps using square footage as the independent variable shows weekday daily and PM peak rates significantly higher than the 9th Edition published ITE rates.  A comparison of the FDOT study with ITE LU 945 - Gasoline/Service Station with Convenience Market using Fueling Positions as the independent variable shows weekday daily and PM peak rates higher than the published 9th Edition ITE rates. It should be noted that much of the data included in ITE LU 853 - Convenience Market with Gas Pumps and ITE LU 945 - Gasoline/Service Station with Convenience Market was collected prior to 1995, and may not accurately represent the larger modern convenience markets with gas pumps included in this study. Since both GFA and FP were found to be significant independent variables in the study, and both have higher rates than those specified in ITE, it is reasonable to assume that a multi-variable equation could be formed from the study data to provide more accurate trip generation estimates than using either variable individually. M u l t i -V a r i a b l e E q u a t i o n The multi-variable equation, which includes both GFA and FP, was found to estimate trips more accurately than using the variables independently. ITE currently only allows the use of single-variable Rate Rate ITE LU 853 - Convenience Market with Gas Pumps1 845.6 50.92 2012 FDOT Statewide Study 1141.59 +35%85.66 +68% 2011 ITE Journal Article2 -60.50 +19% 2001 ITE Journal Article3 -48.03 -6% 1992 UF Study4 -56.40 +11% Rate Rate ITE LU 945 - Gasoline/Service Station With Convenience Market1 162.78 13.51 2012 FDOT Statewide Study 233.7 +44%17.09 +26% 2011 ITE Journal Article2 -23.23 +72% 2001 ITE Journal Article3 -16.58 +23% 1992 UF Study4 -9.45 -30% 19th Edition Trip Generation Manual, ITE 2Traffic Operational Impacts of Contemporary Multi-Pump Island Fueling Centers, ITE Journal June 2011 3Trip Generation Characteristics for Convenience Stores, ITE Journal August 2001 4Trip Generation of Convenience Stores with Gas Pumps, Transportation Research Center UF February 1992 Rate per 1,000 ft² Gross Floor Area Rate per # of Fueling Positions Trip Generation Rate Source Sources: Trip Generation Rate Source % Difference from ITE LU 945 % Difference from ITE LU 853 % Difference from ITE LU 853 % Difference from ITE LU 945 - - Weekday Daily PM Peak Hour of Adjacent Street Weekday Daily PM Peak Hour of Adjacent Street - - - - Page 290 of 346 S U M M A R Y O F 2 0 1 1 / 1 2 T R I P G E N E R A T I O N S T U D I E S O C T O B E R 2 0 1 4 F L O R I D A D E P A R T M E N T O F T R A N S P O R T A T I O N P A G E 10 equations; however, due to the increasing types of uses present at these new developments (fast food, prepared food, other services), a more detailed, multi-variable analysis may be preferable in estimating trip generation. Table 2 shows the multi-variable equations for the weekday daily and PM peak hour periods. It should be noted that the R2 values for both equations are 0.88 or greater. R2 is described as a measure of correlation between two variables, expressed on a scale of 0 to +1. The closer to +1 that the R2 value is, the better the correlation is between variables (e.g. the more reliable that an estimation of trips will be using FP, 1000 square feet of GFA, or both). Table 2: Multi-Variable Trip Generation Rate Comparisons for Convenience Markets with Gasoline Pumps Analysis Period: Multi-Variable Equation: Weekday Daily Rate = 256.7 x (FP) - 144.5 x (kft2) Weekday PM Peak Hour of the Adjacent Street Rate = 12.3 x (FP) + 15.5 x (kft2) Where: FP = # of Fueling Positions kft² = Gross Floor Area (in thousands of square feet) R² = Measure of correlation between two variables, expressed on a scale of 0 to +1. The closer to +1 the R² is, the better the correlation between the variables. (e.g. the better the reliability that an estimation of trips is better using FP, GFA, or both) P a s s -B y T r i p s Data related to pass-by trips were also collected during the study. Pass-by trips are described as trips made as intermediate stops on the way from an origin to a primary trip destination without a route diversion. Pass-by trips are attracted from traffic passing the site on an adjacent street or roadway that offers direct access to the generator. It was determined that pass-by trips for the sites for this land use ranged from 65% to 84%, with an average rate of 78%. This rate is significantly higher than the average of 66% found in the ITE Trip Generation Handbook, 2nd Edition for LU 853: Convenience Market with Gas Pumps. However, the average rate for Florida sites included in the 2001 ITE Trip Generation Handbook is 76%. The consistency of this data suggests that future developments of this type could reasonably assume an average pass-by rate of 77% (devised from the average of 76% and 78% referenced above). Table 3 includes a comparison of pass-by trip percentages between the study and ITE. Table 3: Weekday PM Peak Hour Average Pass-By Percentage Comparisons R e c o m m e n d a t i o n s The significant number of studies of travel characteristics for the new convenience markets with gas pumps and the wide geographical spread of these studies in Florida likely represent the majority of new facilities that will be built in the future. With this in mind, the multi-variable equation and average pass-by trip percentage of 77% from the 2012 study may be the best to use in Florida for studying similar new proposed convenience markets with gas pumps. Data Source Number of Sites Average % Pass-By Trips 2012 FDOT Statewide Study 12 78% ITE LU 853, ITE Trip Generation Handbook, 2nd Ed. 15 66%-15% ITE LU 853, ITE Trip Generation Handbook, 2nd Ed. (Florida only)6 76%-3% % Difference from FDOT Study Page 291 of 346 Page 292 of 346 ST. LUCIE COUNTY INDRIO ROAD AND N KINGS HIGHWAY SURVEY DATE: 9/23/19 VICINITY MAP NOTES: LEGAL DESCRIPTION: CERTIFICATION: FLORIDA 34951 TREE TABLE Page 293 of 346 ST. LUCIE COUNTY INDRIO ROAD AND N KINGS HIGHWAY SURVEY DATE: 9/23/19 FLORIDA 34951 LEGEND Page 294 of 346 153.40' 153.24' 153.09' 152.93' N89°45'00"E 152.78' 152.62' S0 0 ° 1 8 ' 1 6 " W 30 4 . 1 0 ' 35.5 5 ' N89°52'34"W232.46' N0 0 ° 2 2 ' 2 6 " E 3 3 0 . 3 0 ' S89°36'34"E257.25' INDRIO ROAD NO R T H K I N G S H I G H W A Y (T U R N P I K E F E E D E R R O A D ) CA N A L N O . 4 N45 ° 2 5 ' 5 2 " E 35.5 5 ' N89°52'34"W232.46' N0 0 ° 2 2 ' 2 6 " E 3 3 0 . 3 0 ' D P U 2 3 1 C-STORE FFE = 24.25 CAR WASH FFE = 22.50 DRY POND #1 TOB:22.00 BOTTOM: 21.00 10YR-24HR: 21.59 25YR-24HR: 21.70 100YR-24HR: 21.96 PRE-TREATMENT DRY POND #2 TOB:22.00 BOTTOM: 20.00 10YR-24HR: 21.33 25YR-24HR: 21.69 100YR-24HR: 21.92 DRY POND #3 TOB:22.00 BOTTOM: 17.00 10YR-24HR: 21.33 25YR-24HR: 21.69 100YR-24HR: 21.87 FRENCH DRAIN DETAIL NTS © NORTH PAVING, GRADING, & DRAINAGE NOTES: 7- E L E V E N # 3 8 9 4 4 FO R T P I E R C E PA V I N G , G R A D I N G , AN D D R A I N A G E P L A N © C5.0 Page 295 of 346 Page 1 of 2 GE D r a w i n g # : THIS IS A D SIZE SHEET. THE NOTED SCALE IS NOT VALID IF PRINTED AS ANY OTHER SIZE. Da t e : 5 / 3 1 / 2 0 1 9 Provided BY: Application Solution Center Current, Powered by GE NELA Park, East Cleveland OH P: 1-216-266-2398 A1 9 0 8 0 8 7 - E l e v e n # 3 8 9 9 4 F t P i e r c e , F L v 1 . A G I Provided for: John Downing CURRENT, POWERED BY GE Calculated light levels are based on specific information that has been supplied to GE. Any differences in luminaire installation, lighted area geometry and obstructions in the lighted area may produce different results from the predicted values. Normal tolerances of voltage, lamp output, and ballast and luminaire manufacture will affect results. Ref: IES LM-61-06 Calculated light levels are based on specific information that has been supplied to GE. Any differences in luminaire installation, lighted area geometry and obstructions in the lighted area may produce different results from the predicted values. Normal tolerances of voltage, lamp output, and ballast and luminaire manufacture will affect results. Ref: IES LM-61-06 A1 9 0 8 0 8 - 7 - E L E V E N S T O R E # 3 8 9 9 4 MO U N T I N G H E I G H T A S N O T E D MA I N T A I N E D L I G H T I N G L E V E L S I N D I C A T E D Ft . P i e r c e , F L De s i g n e r : H a s s a n J a r o u d i Scale: 1 inch= 21.82 Ft. INDRIO ROAD NORTH KINGS HIGHWAY (TURNPIKE FEEDER ROAD) PO I N T O F BE G I N N I N G INDRIO ROAD NORTH KINGS HIGHWAY (TURNPIKE FEEDER ROAD) PO I N T O F BE G I N N I N G D P U 2 3 1 DD D 7-Eleven Building Parking 1 Parking 2 Parking 3 Parking 4 Parking 5 Air Pump Dumpster Entrance 1 Entrance 2 General Approach Gas Canopy Car Wash x24 x10 EM MH: 12 EM MH: 12 8ft Batten MH: 12 8ft Batten MH: 12 8ft Batten MH: 12 MH: 12 8ft Batten MH: 12 4ft batten EWS3 A7 MH: 12EWS3 A7 MH: 12 EWS3 A7 MH: 12 EWS3 A7 MH: 12 MH: 12 EWS3 A7 EWS3 A7 MH: 12 ECBBB MH: 14.5 EWS3 A7 MH: 12 MH: 6 SC3D1 SC3D1 MH: 6 MH: 12 EWS3 E3 EWS3 E3 MH: 12 SC3D1 MH: 20 MH: 20 SC3D1 MH: 20 D3G3D1 SC3D1 MH: 6 SC3D1 MH: 6 MH: 20 D3G3D1 SC3D1 MH: 20 MH: 20 D3C3D1 MH: 20 SG3D1 SC3D1 MH: 6 MH: 20 D3G3D1 MH: 20 SG3D1 SG3D1 MH: 20 SC3D1 MH: 20 EWS3 B7 MH: 12 MH: 12 EWS3 B7 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.5 13.5 4.9 0.7 0.5 0.4 0.3 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.4 0.5 1.1 2.2 3.7 4.5 3.0 1.4 0.60.60.70.80.70.91.11.41.81.92.02.02.01.91.61.30.70.20.10.10.10.10.10.00.00.0 11.0 6.4 15.3 8.8 12.0 5.8 12.7 4.0 11.6 3.7 8.7 3.7 8.6 4.1 10.2 5.2 15.9 8.2 24.2 15.5 19.1 16.3 7.2 6.3 8.3 16.3 16.7 3.1 4.2 7.9 15.5 17.3 14.4 3.8 6.8 14.8 14.4 3.2 3.7 8.1 17.3 20.6 4.1 9.5 18.8 5.2 11.3 16.5 8.5 10.1 8.7 10.4 12.0 13.8 8.5 13.0 10.0 19.3 11.7 7.3 7.5 9.8 30.1 1.8 0.8 4.3 7.8 15.2 15.6 2.4 1.7 2.1 3.1 4.1 1.9 3.9 7.7 1.3 3.5 9.0 11.0 2.2 5.8 12.0 8.8 7.0 2.8 1.2 1.3 1.8 2.7 4.7 4.3 2.5 1.7 1.0 3.5 4.4 7.1 9.5 6.9 4.3 2.0 1.6 2.4 3.8 5.1 4.9 3.6 2.2 1.4 1.1 1.2 27.0 5.1 5.3 8.9 8.4 6.0 3.1 1.8 1.8 2.2 2.7 2.9 2.6 2.3 1.9 1.6 2.0 2.6 37.9 5.1 4.9 10.7 10.5 10.6 3.9 2.7 1.7 1.7 2.2 3.3 4.3 4.5 3.9 2.9 3.0 4.1 3.2 2.3 3.8 9.3 14.5 15.5 13.0 6.7 4.2 5.6 5.2 4.3 3.2 6.1 11.9 5.2 5.5 4.6 4.5 3.7 7.2 13.4 5.5 4.4 2.8 3.5 3.5 7.6 14.0 5.4 3.3 2.1 2.3 2.9 7.4 14.4 5.4 2.9 1.6 2.1 2.7 7.3 14.1 5.6 3.3 2.1 2.2 2.8 7.4 14.5 6.0 4.6 2.8 2.5 3.2 7.6 14.6 6.4 5.9 4.7 3.4 3.8 8.1 14.3 6.4 6.4 5.6 6.6 6.0 9.5 14.4 6.0 5.0 3.4 12.0 9.1 10.4 14.0 5.4 3.6 2.2 10.5 7.2 9.8 13.2 4.6 2.5 1.5 8.0 5.3 7.5 11.4 3.8 1.9 1.1 3.0 3.1 4.7 9.9 14.4 15.1 12.4 6.1 2.7 1.8 1.2 2.7 4.2 8.9 15.4 13.1 10.1 4.4 3.5 3.4 4.1 5.2 5.7 5.2 4.1 2.7 1.9 2.0 1.8 19.5 3.1 4.9 10.9 17.2 13.4 7.0 6.6 6.3 6.1 6.3 5.1 3.4 2.4 1.9 1.9 2.9 3.3 5.0 8.3 2.8 2.1 2.7 5.0 6.5 1.7 2.2 3.0 4.2 9.0 9.5 20.7 4.3 4.2 6.4 14.5 21.7 5.3 4.8 7.9 15.1 3.2 13.4 24.7 9.4 2.9 2.8 4.6 8.9 8.3 5.8 4.4 7.0 22.7 30.8 30.9 23.1 25.1 34.1 34.2 25.5 26.5 35.9 35.9 26.7 27.2 36.9 37.0 27.5 26.1 35.5 35.6 26.5 27.0 36.7 36.9 27.5 27.0 36.6 36.7 27.4 26.7 35.9 35.9 26.8 28.4 37.6 37.4 27.8 27.5 36.2 35.9 26.6 26.3 34.9 34.7 25.7 24.0 31.9 31.7 23.5 Page 296 of 346 Page 2 of 2 GE D r a w i n g # : Da t e : 5 / 3 1 / 2 0 1 9 Provided BY: Application Solution Center Current, Powered by GE NELA Park, East Cleveland OH P: 1-216-266-2398 A1 9 0 8 0 8 7 - E l e v e n # 3 8 9 9 4 F t P i e r c e , F L v 1 . A G I Provided for: John Downing CURRENT, POWERED BY GE Calculated light levels are based on specific information that has been supplied to GE. Any differences in luminaire installation, lighted area geometry and obstructions in the lighted area may produce different results from the predicted values. Normal tolerances of voltage, lamp output, and ballast and luminaire manufacture will affect results. Ref: IES LM-61-06 A1 9 0 8 0 8 - 7 - E L E V E N S T O R E # 3 8 9 9 4 Ft . P i e r c e , F L MO U N T I N G H E I G H T A S N O T E D MA I N T A I N E D L I G H T I N G L E V E L S I N D I C A T E D De s i g n e r : H a s s a n J a r o u d i City Ordinance: max mounting height of 6ft within 75ft of residential area. Luminaire Schedule Symbol Qty Label Arrangement LLF Description Arr. Watts Arr. Lum. Lumens Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min Air Pump Illuminance Fc 10.75 24 ECBBB SINGLE 1.000 ECBB0B5F5501AWHTE 64 13.0 8.5 1.26 1.53 8110 Canopy Illuminance Fc 30.73 37.6 22.7 1.35 1.66 Dumpster Illuminance Fc 10.93 19.3 7.3 1.50 2.64 Entrance 1 Illuminance Fc 10.90 30.1 0.8 13.63 37.63 Entrance 2 Illuminance 3 D3G3D1 2 @ 90 DEGREES_1 1.000 2-ERS2-0-G3-D1-1-50-1- Color 514 39800 1 D3C3D1 2 @ 90 DEGREES_1 1.000 2-ERS1-0-C3-D1-7-50-1- Color 190 17000 2 EWS3 B7 SINGLE 1.000 EWS3_B7D150_____-120-277V 32 3800 16 EWS3 A7 SINGLE 1.000 EWS3_A7D150_____-120-277V 25 2900 2 EM SINGLE 0.010 LEDPRS-BR-CL (Phillips)20 32 2 EWS3 E3 SINGLE 1.000 EWS3_E3D150_____90 8600 4 8ft Batten SINGLE 1.000 GE 96 4100K Batten Strip GEWI109641BAT-SY 33 3073 1 4ft batten SINGLE 1.000 GE 48 4100K Batten Strip GEWI104841BAT-SY 16.68 1536 3 SG3D1 SINGLE 1.000 1-ERS2-0-G3-D1-1-50-1- Color 257 19900 9 SC3D1 SINGLE 1.000 1-ERS1-0-C3-D1-7-50-1- Color 95 8500 Fc 10.73 15.6 4.3 2.50 3.63 General Approach Illuminance Fc 6.02 37.9 1.0 6.02 37.90 Parking 1 Illuminance Fc 10.50 24.2 3.7 2.84 6.54 Parking 2 Illuminance Fc 10.28 17.3 3.1 3.32 5.58 Parking 3 Illuminance Fc 10.71 20.6 3.2 3.35 6.44 Parking 4 Illuminance Fc 10.90 18.8 4.1 2.66 4.59 Parking 5 Illuminance Fc 10.58 13.8 8.5 1.24 1.62 Property Line Illuminance Fc 0.56 13.5 0.0 N.A.N.A. Page 297 of 346 Batten LED Luminaire comes in 3 sizes 2ft, 4ft & 8ft Batten LED Luminaire GE Lighting Utility Lighting and More. New Batten LED Luminaire gives you more performance in tight, demanding situations where cold and damp conditions along with the outdoor elements come into play. It brings the money-saving benefits of GE LED technology to ATMs, awnings, drive-thru areas… places where dependable utilitarian light is required. More Lighting Performance • Maximizes coverage through wide, uniform Lambertian light distribution • Extruded plastic design protects against moisture, dust and damage • No decrease of light output in cold settings—as can happen with fluorescent • Can be used in -40ºC to 60ºC (-40ºF to 140ºF) • Lumen Output: 400 lumens/foot • 50,000-hour rated life • Color Temperatures: 7100K, 5000K, 4000K, 3000K • Sizes: 2ft, 4ft, 8ft More Savings on Installation and Operation • Installation is fast and easy with mounting clips • Integrated power supply eliminates separate drivers • Easily daisy chain (jumper wire & end-to-end) up to 40 feet of product • Energy Consumption: 4.5 System watts/ft • Input Voltage: 90-277 VAC • Damp Rated • IP66 Tested • For use in damp applications Applications: • LED Luminaire Fixture • Awnings • ATMs • Drive-thrus Page 298 of 346 Components SKU Description Long Description Package Quantity 94456 GEWI102432BAT-SY GE 24" 3000K LED Fixture Single Unit 1 Fixture per box 94455 GEWI102441BAT-SY GE 24" 4000K LED Fixture Single Unit 1 Fixture per box 94459 GEWI104832BAT-SY GE 48" 3000K LED Fixture Single Unit 1 Fixture per box 94458 GEWI104841BAT-SY GE 48" 4000K LED Fixture Single Unit 1 Fixture per box 94462 GEWI109641BAT-SY GE 96" 3000K LED Fixture Single Unit 1 Fixture per box 94461 GEWI109641BAT-SY GE 96" 4000K LED Fixture Single Unit 1 Fixture per box 64409 GEWI102432BAT GE 24" 3000K LED Fixtures 4 Fixtures per box 64430 GEWI102441BAT GE 24" 4000K LED Fixtures 4 Fixtures per box 64431 GEWI102450BAT GE 24" 5000K LED Fixtures 4 Fixtures per box 94454 GEWI102471BAT GE 24" 7100K LED Fixtures 4 Fixtures per box 64432 GEWI104832BAT GE 48" 3000K LED Fixtures 4 Fixtures per box 64433 GEWI104841BAT GE 48" 4000K LED Fixtures 4 Fixtures per box 64434 GEWI104850BAT GE 48" 5000K LED Fixtures 4 Fixtures per box 94457 GEWI104871BAT GE 48" 7100K LED Fixtures 4 Fixtures per box 64472 GEWI109632BAT GE 96" 3000K LED Fixtures 4 Fixtures per box 64473 GEWI109641BAT GE 96" 4000K LED Fixtures 4 Fixtures per box 65653 GEWI109650BAT GE 96" 5000K LED Fixtures 4 Fixtures per box 94460 GEWI109671BAT GE 96" 7100K LED Fixtures 4 Fixtures per box 96440 GERBL-02FP-10-LC72IN GE 6ft Leader Cable 1 Leader Cables per bag 96441 GERBL-02MG-10-JC24IN GE 2ft Jumper Cable 1 Jumper Cables per bag 96442 GEMOUNTCLP GE Mounting Clips 12 clips per bag Technical Specifications Typical Energy Brightness Consumption Maximum Light Specification Item Wavelength (lumens/fixture) (System/Module) Run Length Distribution Dimensions Batten LED 7100K, 5000K 800 9.00 40 ft/12 meters Lambertian 24.7 in x 1.48 in x 2.02 inLuminaire 2 Foot 4000K, 3000K Batten LED 7100K, 5000K 1600 16.00 40 ft/12 meters Lambertian 46.7 in x 1.48 in x 2.02 inLuminaire 4 Foot 4000K, 3000K Batten LED 7100K, 5000K 3200 32.00 40 ft/12 meters Lambertian 90.9 in x 1.48 in x 2.02 inLuminaire 8 Foot 4000K, 3000K Specification Item Specification Applications Awnings, Drive Thru, ATM Operating Environment -40 °C to +60 °C Voltage 120- 277 VAC Warranty GE offers a limited system warranty of up to five (5) years System Certifications UL Classified #E320964 www.gelighting.com GE and the GE Monogram are trademarks of the General Electric Company. All other trademarks are the property of their respective owners. Information provided is subject to change without notice. All values are design or typical values when measured under laboratory conditions. GE Lighting and GE Lighting Solutions, LLC are businesses of the General Electric Company. © 2014 GE. SIGN128 (Rev 10/01/14) Page 299 of 346 GE Evolve™ LED Area Lighting Canopy Light (ECBB) Page 300 of 346 The GE Evolve™ LED Canopy Light family provides an energy-efficient and robust means for lighting areas with canopies, such as gas stations, truck stops and drive-thrus at banks, pharmacies and restaurants. Offering easy installation and maintenance, along with various lumen levels at both 4000K and 5000K color temperatures, this canopy light provides a great LED lighting solution for their outdoor space. Product Features Housing • Die -cast aluminum housing. • Integral heat sink for maximum heat transfer. • Meets 1.5G vibration standards per ANSI C136.31-2010. LED & Optical Assembly • Structured LED array for optimized area lighting photometric distributions. • Evolve™ light engine consisting of reflective technology designed to optimize application efficiency and minimize glare. • Utilizes high brightness LEDs, 70 CRI at 4000K and 5000K color temperature. • LM-79 tests and reports are performed in accordance with IESNA standards. Lumen Maintenance • Projected L90>50,000 hours per IES TM-21. • Projected Lxx per IES TM-21 at 25°C for reference: Notes: 1. Projected Lxx based on LM80 (10,000 hour testing). 2. DOE Lighting Facts Verification Testing Tolerances apply to initial luminous flux and lumen maintenance measurements. Ratings • Listed, suitable for wet locations per UL 1598. • IP66 rated optical enclosure per ANSI C136.25-2009. • Temperature rated at -40°C to 50°C (C5 SKUs: -40°C to 40°C). • Upward Light Output Ratio (ULOR) = 0. • Compliant with the material restriction requirements of RoHS. • DLC Listed. Finish • Corrosion resistant polyester powder paint. • Standard colors: White, Dark Bronze and Black. Electrical • 120-277 volt and 347-480 volt (B5 and C5 optical only), 50/60Hz. • System power factor is >90% and THD<20%. • Class “A” Sound rating. • EMI: Title 47 CFR 15 Class A. • Motion sensor and integral photo electric sensor available. • Surge Protection Options: For 120-277VAC and 347-480VAC per IEEE/ANSI C136.2-2015. – 6kV/3kA “Basic” standard. – 10kV/5kA “Enhanced” R option. Warranty • Limited 5-Year Warranty for product launch standard. AccessoriesSee page 5 for accessories • 24” Escutcheon Plate • 32” Escutcheon Plate • Shoebox Mounting • Pendant Mounting / Please refer to the DLC QPL website for the latest and most complete information.www.designlights.org/QPL T5 L96 L95 L91 A5 L96 L92 L86 B5 L95 L92 L85 C5 L94 L90 L82 OPTICAL CODE 25,000 hrs 50,000 hrs 100,000 hrs Lxx(10K)@hours Page 301 of 346 E C B B F 5 A _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ PRODUCT ID VOLTAGEPRODUCTGENERATION OPTICALCODE 0 = 120 - 277H = 347-480V* * See below table for available options OPTIONSCOLORMOUNTINGMOTION SENSOR/PE FUNCTION D = Dimmable (0-10 Volt Input) †002 = Non-Dimming with Junction BoxD01 = Dimming with Junction BoxR = 10kV/5kA Surge ProtectionM = NOM31 † Dimming leads will be provided and terminated with quick- disconnect terminals. WHTE = WhiteBLCK = BlackDKBZ = Dark Bronze Contact manufacturer for additional colors. A = Surface Mount Other mounting options are available in the ECB accessories datasheet. 1 = None4 = Motion Sensor and Integral Photocell* * Not available with 347-480V. Must order with 10kV surge protection Option “R”. * Must order with 10kV surge protection Option “R”. 30 = 3000K<> 40 = 4000K 50 = 5000K <> Select 3000K CCT for IDA approved units LED COLOR TEMP 5 = Less than or equal to 525mA DRIVECURRENTLENSTYPE E = Evolve C = Canopy B = Housing B = Photometric Series “B”F = Flat Lens Symmetric Wide T5 Flat Lens 3450 3500 3550 29 NA ECBB_T5F530__120-277V.ies ECBB_T5F540__120-277V.ies ECBB_T5F550__120-277V.ies Symmetric Wide A5 Flat Lens 4120 4170 4230 35 NA ECBB_A5F530__120-277V.ies ECBB_A5F540__120-277V.ies ECBB_A5F550__120-277V.ies Symmetric Wide B5 Flat Lens 7740 8010 8110 64 64 ECBB_B5F530__.ies ECBB_B5F540__.ies ECBB_B5F550__.ies Symmetric Wide C5 Flat Lens 13410 13410 13550 110 110 ECBB_C5F530__.ies ECBB_C5F540__.ies ECBB_C5F550__.ies PHOTOMETRIC TYPE LENSTYPEOPTICALCODE 4000K3000K 5000K 120-277V 347-480V 5000K4000K3000K TYPICAL INITIAL LUMENS TYPICAL SYSTEMWATTAGE IESFILE NUMBERS TY P E V Photometrics 4902 3677 2451 1226 ECB Type V - Symmetric Wide - Flat Lens 13,510 Lumens, 5000K (ECBB_C5D550.ies) Grid Distance in Units of Mounting Height of 15’ Initial Footcandle Values at Grade .1 Vertical plane through horizontal angleof maximum candlepower at 60°Horizontal cone through vertical angle of maximum candlepower at 4° .2 2 .5 1 Motion Sensing Option: • Intended for 8-25ft mounting heights. • Provides a coverage area radius for walking motion of 15-20ft. • Provides 360° of coverage. • Factory pre-set 50% dimmed light output with no occupancy. • May be reprogrammed using additional remote programmer. Remote Programmer part number: WS FSIR-100 PROGRAMMER (197634) • Photoelectric control is integrated through the motion sensor, and is offered as standard. Approximate Sensor Pattern: Canopy Fixture 15 ft. Mounting Height 20’ 20’ 15’ 15’ 10’ 10’ 5’ 5’5’ 5’ 10’10’15’15’20’20’ GE Evolve™ LED Area Lighting Canopy Light - ECBB Project name _________________ Date ________________________ Type ________________________ Page 302 of 346 DA T A • Approximate Net Weight: 20 lbs Product Dimensions Evolve™ LED Canopy Light (ECBB) Standard Lens With Optional Electrical Junction Box: 002, D01 5.0 7.4 2.4 16.1 16.7 4.7 2.6 7.3 9.8 2.5 All accessory product ordered and shipped separate from the luminaire. Contact manufacturer for more information. Evolve™ Canopy Light Accessories Product ID Series Detail Color E = Evolve P = Pendant 1 = No Bird Shield WHTE = White C = Canopy Mount 2 = Bird Shield BLCK = Black B = Housing DKBZ = Dark Bronze RAL custom colors available. Contact Manufacturer. E C B E — — — — — — — — — E C B P — — — — — — — — — Product ID Series Detail Color E = Evolve M = Square 3 = 3 Wire Leads WHTE = White C = Canopy Mounting Box 5 = 5 Wire Leads, BLCK = Black B = Housing with Dimming DKBZ = Dark Bronze RAL custom colors available. Contact Manufacturer. E C B M — — — — — — — — — Beauty Plates 24” & 32” Escutcheon plates designed to cover unsightly canopy ceilings. Pendant Mount Box Mount 16 gauge steel (0.060” thickness), 12 eletrical knockouts (EKOs) for flexibility in wire routing for installation. Product ID Series Detail Color E = Evolve E = Escutcheon 1 = 24” x 24” Square WHTE = White C = Canopy Plate 2 = 32” x 32” Square BLCK = Black B = Housing DKBZ = Dark Bronze RAL custom colors available. Contact Manufacturer. All trademarks are the property of their respective owners. Information provided is subject to change without notice. All values are design or typical values when measured under laboratory conditions. Current, powered by GE is a business of the General Electric Company. © 2017 GE. www.currentbyge.com OLP3100 (Rev 12/04/17) Page 303 of 346 ORDERING INFORMATION Catalog Number: Example: LEDPRSWCL BR - Dark BronzeB - BlackW - White LEDPRS see below JOB NAME: TYPE NO.: CATALOG NO.: MODEL NUMBER Pluralux Series Wet Location LED Emergency Lighting Units HOUSING COLOR NOTE: Dimensions and specifications subject to change without notice.Form 1278A 04/12 © 2006 Philips group OPTIONS CL Cold Location Operation SPECIFICATIONS Housings and backplates are constructed of rugged die-cast aluminum finished Construction in scuff resistant, textured powder coat paint standard. All housings are sealed and gasketed for damp and wet location applications. Prismatic Lens: Unit lens is constructed of clear, high impact polycarbonate. The housing backplate provides knockouts for mounting the unit to wall surfaces and/or standard 31/2” and 4” utility boxes. Installation Wiring: Knockouts in the unit backplate allow rear wiring input from utility boxes. An entry point is also provided on the top of the unit housing to allow connection to rigid surface conduit. Emergency illumination is provided by 4.8V, 5W ultra bright white LED Illumination Prismatic lenses provide bright, even, glare-free operation in a wide pattern across the path of egress. • Dual input 120/277VAC, 60 Hz • AC Lockout protection Electronics • AC-On indicator light and test switch • Low voltage battery disconnect • Automatic, constant current charger • Automatic brownout protection Power Input Power: 10W (maximum charge), 3.5W ready stateConsumption 4.8V nickel cadmium sealed maintenance free battery.Battery Optimum operating temperature range: 32ºF to 122ºF (0ºC to 50ºC). Provides a minimum of 90 minutes of full output emergency illumination. Code Listed to UL924. Meets NFPA Life Safety Code 101.Compliance Complies with NEC and OSHA. Warranty Limited 3-year warranty. 5-year nickel cadmium pro-rata battery warranty. Self-Diagnostic Operation Plus High-Output LED Lamp! Also available in black or white finishes Standard with dark bronze finish PRODUCT FEATURES • Attractive, architectural styling • Low profile design - meets ADA requirements • Die-cast aluminum housing • Choice of three decorator color finishes • Self-diagnostic circuitry standard • Ultra bright white LED lamps provide superior emergency lighting levels • Polycarbonate lens and mirrored reflector provide even illumination • Fast, easy wall mount installation • Provision for back wiring or surface conduit entry • Universal 120/277VAC input • Fully automatic charger standard • Maintenance-free nickel cadmium battery standard • 90 minutes of emergency illumination • Momentary test switch and AC ready indicator • UL924 and UL Wet Location listed • Suitable for damp and wet location applications • Meets NFPA Life Safety Code 101, NEC and OSHA • UL operating range 32ºF to 122ºF (0ºC to 50ºC) • Cold location option allows operation range of -4ºF to 122ºF (-20ºC to 50ºC) DIMENSIONS 101/2”26.7cm 61/2”16.5cm 33/4”9.5cm OPTIONS Specifications are subject to change without notice. Consult website for latest version of this spec sheet. Crescent/Stonco • 200 Franklin Square Drive • Somerset, NJ 08873 •  • www.crescentlighting.com Crescent is a Philips company Page 304 of 346 GE Evolve™ LED Roadway Lighting ERL1-ERLH-ERL2 Page 305 of 346 To learn more about GE Evolve LED Roadway Lighting, go to: www.currentbyge.com • Local Roadways • Collector Roadways • Major Roadway/Streets 2 Features:Applications: The Evolve LED Roadway Luminaire is optimized for customers requiring a LED solution for local, collector and major roadways. GE’s unique reflective optics are designed to optimize application efficiency and minimize glare. The modern design incorporates the heat sink directly into the unit for heat transfer to prolong LED life. This reliable unit has a 100,000 hour design life, significantly reducing maintenance needs and expense over the life of the fixture. This efficient solution lowers energy consumption compared to a traditional HID fixture for additional operating cost savings. GE Evolve™ LED Roadway Lighting ERL1-ERLH-ERL2 • Optimized roadway photometric distributions • Evolve™ light engine consisting of reflective technology designed to optimize application efficiency and minimize glare • 70 CRI at 2700K, 3000K and 4000K typical. • –40°C to 50°C UL Ambient Typical. • ULOR = 0 (zero uplight) • Designed & Assembled in USA Compatible with LightGrid™ Outdoor Wireless Control System Page 306 of 346 3 Typical Specifications: ERL1-ERLH-ERL2 LED & Optical • Output Range: 1900 – 30000 lm • Photometric Options: Type II Narrow, Type II Wide, Type III, Type IV • System Efficacy: 100 - 145 LPW • CCT: 2700K, 3000K, 4000K; High brightness LEDs @ 70 CRI Lumen Maintenance Tables Projected Lxx per IES TM-21 at 25°C for reference: Note: Projected Lxx based on LM80 (10,000 hour testing). DOE Lighting Facts Verification Testing Tolerances apply to initial luminous flux and lumen maintenance measurements. Electrical • Input Voltage: 120-277 volt and 347-480 volt• Input Frequency: 50/60Hz• Power Factor (PF)*: >90%• Total Harmonic Distortion (THD)*: <20% *Power factor and THD tolerance exceptions: ERL1 “02” Lumen output: PF and THD within tolerances above only at 120 volt. ERL1 “03” Lumen output: @120 volt PF~0.89; @ 480 volt THD~26% ERL1 “04” Lumen output: @480 volt THD~22% Ratings • Surge Protection: per ANSI C136.2-2015: (Driver Internal): • 6kV/3kA "Basic: (120 Strikes)" - Standard on ERL1 (02-06) • 10kV/5kA "Enhanced: (40 Strikes)" - Standard on ERL1 (07 - 10), ERLH, ERL2 (Additional Separate Secondary SPD) • 10kV/5kA "Enhanced: (40 Strikes) - Option "R" • 20kV/10kA "Elevated" (40 Strikes) - Option "T"• Safety: UL/cUL Listed. UL 1598 listed, suitable for wet locations• Environmental: Compliant with the materials restrictions of RoHS• EMI: Title 47 CFR Part 15 Class A• Vibration: 3G per ANSI C136.31-2010• LM-79 testing in accordance with IESNA Standards• Std. Optical enclosure rated per ANSI C136.25-2009: — ERL1/ERLH/ERL2 = IP65, Optional: IP66 • Operating Temperature: Construction & Finish • Housing: — Die Cast Enclosure — Casting-integral heat sink for maximum heat transfer • Lensing: Impact resistant tempered glass, standard • Paint: Corrosion resistant polyester powder painted, minimum 2.0 mil. thickness. — Standard Colors: Dark Bronze, Black, & Gray — RAL & custom colors available — Optional coastal finish available. • Weight: 12.4lbs (5.6kg) – 24lbs (10.9kg) Warranty • System Warranty: 5 Year Standard, 10 Year Optional Controls • Dimming: — Standard: 0-10V; Optional: DALI (120-277V Only) • Sensors: — Photo electric sensors (PE) available. • LightGrid™ compatible Mounting • Slipfitter with +/- 5 degree of adjustment for leveling. • Integral die cast mounting pipe stop. • Adjustable for 1.25 in. or 2 in. mounting pipe. Suggested HID Replacement Lumen Levels • ~4,000–5,000 lumens to replace 100W HPS Cobra-head • ~7,000–8,800 lumens to replace 150W HPS Cobra-head • ~8,500–11,500 lumens to replace 200W HPS Cobra-head • ~11,500–14,000 lumens to replace 250W HPS Cobra-head • ~21,000–30,000 lumens to replace 400W HPS Cobra-head Note: Actual replacement lumens may vary based upon mounting height, pole spacing, design criteria, etc. **The information above is designed to provide a guideline to select the correct luminaire for a roadway application. The best and most accurate way to ensure the proper design is do a lighting layout Utilizing AGI. / GE Evolve™ LED Roadway Lighting ERL1-ERLH-ERL2 Project name _________________ Date ________________________ Type ________________________ Delayed start may be experienced < -35°C ERL1 02-10 -40°C to 50°C ERLH 10-11 -40°C to 50°C ERLH 13-16 -40°C to 45°C ERL2 16-28 -40°C to 50°C ERL2 30 -40°C to 45°C PRODUCT ID LUMEN OUTPUT AMBIENT READING A1, B1 Extra Narrow/Narrow Asymmetric A3 Type II Narrow C1, E1 Asymmetric Short/Medium B3 Type II Wide D1, G1 Asymmetric Forward/Extra Wide C3 Type III F1 Asymmetric Wide D3 Type IV E3 Type II Enhanced Back Light PREVIOUS DESCRIPTION CONVERSION FROM PREVIOUS GENERATION OPTICS TO CURRENT GENERATION OPTICS** CURRENT DESCRIPTION 02,03,04,05,06 L96 L95 L91 07,08,09 L95 L91 L84 10 L89 L80 L64 ERL1LUMEN OUTPUT CODES 25,000 HR LXX(10K)@HOURS 50,000 HR 100,000 HR 10, 11 L97 L96 L94 13, 14 L95 L93 L88 15, 16 L94 L91 L85 ERLH LUMEN OUTPUT CODES 25,000 HRLXX(10K)@HOURS50,000 HR 100,000 HR 16, 18, 19, 21, 23 L96 L94 L91 25, 27, 28 L95 L93 L88 30 L95 L93 L87 ERL2LUMEN OUTPUT CODES 25,000 HR LXX(10K)@HOURS 50,000 HR 100,000 HR Page 307 of 346 4 E R L 1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ PROD. ID VOLTAGE LUMENOUTPUT 0 = 120-277V*1 = 1202 = 2083 = 2404 = 2775 = 480D = 347H = 347-480* * Not available with Fusing. Must choose a discrete voltage with F option. 02*03<04<05<0607080910 See Table *120V only, not compatible with 0-10V dimming.< See Note Under Controls Column OPTIONSCOLORCONTROLSCCTDISTRIBUTION* A = 4 Bolt Slipfitter †F = FusingG = Internal Bubble LevelI = IP66 OpticalL = Tool-Less EntryR = Secondary 10kV/5kA SPDU = DALI Programmable +^X = Single Package #Y = Coastal Finish *XXX = Special Options † Contact manufacturer for Lead-Time. # "X" option provides single pack box per fixture. Std Packaging = 20 units per Magna pak container. * Recommended for installations within 750 ft. from the coast. Contact Factory for Lead-Time. + Compatible with LightGrid 2.0 nodes. ^ Not available in 347V, 480V or 347-480V for Lumen Output Levels 07, 08, 09, and 10. GRAY = GrayBLCK = BlackDKBZ = Dark Bronze A = ANSI C136.41 7-pinD = ANSI C136.41 7-pin with Shorting CapE = ANSI C136.41 7-pin with non-Dimming PE Control.* *PE Control Only available for120-277V or 480V Discrete. Not available for 347-480V or 347V Discrete. < If dimming the 03 - 05 lumen output using a control supplied from a source other than GE call 1-888-694-3533, then select Option 2 at the prompt for assistance. NOTE: Dimming controls wired for 0-10V standard unless DALI option “U” requested. 27 = 2700K 30 = 3000K40 = 4000K Select 2700K or 3000K CCT for IDA approved units. E = Evolve R = Roadway L = Local 1 = Single Module A3 = Type II NarrowB3 = Type II WideC3 = Type IIID3 = Type IVE3 = Type II Enhanced Back Light See Table *Nominal IES Type classing subject to typical variation, individual units may differ. LUMEN OUTPUT DISTRIBUTION 4000K 4000K3000K2700K 3000K 2700K120-277V 347-480V TYPICAL SYSTEM WATTAGETYPICALINITIAL LUMENS BUG RATING IES FILE NUMBER A3 B1-U0-G1 B1-U0-G1 B1-U0-G1 ERL1_02A340_-120V.IES N/A ERL1_02A330_-120V.IES N/A ERL1_02A327_-120V.IES N/A B3 B1-U0-G1 B1-U0-G1 B1-U0-G1 ERL1_02B340_-120V.IES N/A ERL1_02B330_-120V.IES N/A ERL1_02B327_-120V.IES N/A 02 C3 2000 1900 1900 14 N/A B1-U0-G1 B1-U0-G1 B1-U0-G1 ERL1_02C340_-120V.IES N/A ERL1_02C330_-120V.IES N/A ERL1_02C327_-120V.IES N/A D3 B0-U0-G1 B0-U0-G1 B0-U0-G1 ERL1_02D340_-120V.IES N/A ERL1_02D330_-120V.IES N/A ERL1_02D327_-120V.IES N/A E3 B1-U0-G1 B1-U0-G1 B1-U0-G1 ERL1_02E340_-120V.IES N/A ERL1_02E330_-120V.IES N/A ERL1_02E327_-120V.IES N/A A3 B1-U0-G1 B1-U0-G1 B1-U0-G1 ERL1_03A340_-120-277V.IES ERL1_03A340_-347-480V.IES ERL1_03A330_-120-277V.IES ERL1_03A330_-347-480V.IES ERL1_03A327_-120-277V.IES ERL1_03A327_-347-480V.IES B3 B1-U0-G1 B1-U0-G1 B1-U0-G1 ERL1_03B340_-120-277V.IES ERL1_03B340_-347-480V.IES ERL1_03B330_-120-277V.IES ERL1_03B330_-347-480V.IES ERL1_03B327_-120-277V.IES ERL1_03B327_-347-480V.IES 03 C3 3000 2900 2800 22 26 B1-U0-G1 B1-U0-G1 B1-U0-G1 ERL1_03C340_-120-277V.IES ERL1_03C340_-347-480V.IES ERL1_03C330_-120-277V.IES ERL1_03C330_-347-480V.IES ERL1_03C327_-120-277V.IES ERL1_03C327_-347-480V.IES D3 B1-U0-G1 B1-U0-G1 B1-U0-G1 ERL1_03D340_-120-277V.IES ERL1_03D340_-347-480V.IES ERL1_03D330_-120-277V.IES ERL1_03D330_-347-480V.IES ERL1_03D327_-120-277V.IES ERL1_03D327--347-480V.IES E3 B1-U0-G1 B1-U0-G1 B1-U0-G1 ERL1_03E340_-120-277V.IES ERL1_03E340_-347-480V.IES ERL1_03E330_-120-277V.IES ERL1_03E330_-347-480V.IES ERL1_03E327_-120-277V.IES ERL1_03E327_-347-480V.IES A3 B1-U0-G1 B1-U0-G1 B1-U0-G1 ERL1_04A340_-120-277V.IES ERL1_04A340_-347-480V.IES ERL1_04A330_-120-277V.IES ERL1_04A330_-347-480V.IES ERL1_04A327_-120-277V.IES ERL1_04A327_-347-480V.IES B3 B1-U0-G1 B1-U0-G1 B1-U0-G1 ERL1_04B340_-120-277V.IES ERL1_04B340_-347-480V.IES ERL1_04B330_-120-277V.IES ERL1_04B330_-347-480V.IES ERL1_04B327_-120-277V.IES ERL1_04B327_-347-480V.IES 04 C3 4000 3900 3800 31 34 B1-U0-G1 B1-U0-G1 B1-U0-G1 ERL1_04C340_-120-277V.IES ERL1_04C340_-347-480V.IES ERL1_04C330_-120-277V.IES ERL1_04C330_-347-480V.IES ERL1_04C327_-120-277V.IES ERL1_04C327_-347-480V.IES D3 B1-U0-G1 B1-U0-G1 B1-U0-G1 ERL1_04D340_-120-277V.IES ERL1_04D340_-347-480V.IES ERL1_04D330_-120-277V.IES ERL1_04D330_-347-480V.IES ERL1_04D327_-120-277V.IES ERL1_04D327_-347-480V.IES E3 B1-U0-G1 B1-U0-G1 B1-U0-G1 ERL1_04E340_-120-277V.IES ERL1_04E340_-347-480V.IES ERL1_04E330_-120-277V.IES ERL1_04E330_-347-480V.IES ERL1_04E327_-120-277V.IES ERL1_04E327_-347-480V.IES A3 B1-U0-G1 B1-U0-G1 B1-U0-G1 ERL1_05A340_-120-277V.IES ERL1_05A340_-347-480V.IES ERL1_05A330_-120-277V.IES ERL1_05A330_-347-480V.IES ERL1_05A327_-120-277V.IES ERL1_05A327_-347-480V.IES B3 B1-U0-G1 B1-U0-G1 B1-U0-G1 ERL1_05B340_-120-277V.IES ERL1_05B340_-347-480V.IES ERL1_05B330_-120-277V.IES ERL1_05B330_-347-480V.IES ERL1_05B327_-120-277V.IES ERL1_05B327_-347-480V.IES 05 C3 5000 4900 4700 39 43 B1-U0-G2 B1-U0-G2 B1-U0-G2 ERL1_05C340_-120-277V.IES ERL1_05C340_-347-480V.IES ERL1_05C330_-120-277V.IES ERL1_05C330_-347-480V.IES ERL1_05C327_-120-277V.IES ERL1_05C327_-347-480V.IES D3 B1-U0-G1 B1-U0-G1 B1-U0-G1 ERL1_05D340_-120-277V.IES ERL1_05D340_-347-480V.IES ERL1_05D330_-120-277V.IES ERL1_05D330_-347-480V.IES ERL1_05D327_-120-277V.IES ERL1_05D327_-347-480V.IES E3 B2-U0-G2 B1-U0-G1 B1-U0-G1 ERL1_05E340_-120-277V.IES ERL1_05E340_-347-480V.IES ERL1_05E330_-120-277V.IES ERL1_05E330_-347-480V.IES ERL1_05E327_-120-277V.IES ERL1_05E327_-347-480V.IES A3 B2-U0-G2 B2-U0-G2 B2-U0-G2 ERL1_06A340_-120-277V.IES ERL1_06A340_-347-480V.IES ERL1_06A330_-120-277V.IES ERL1_06A330_-347-480V.IES ERL1_06A327_-120-277V.IES ERL1_06A327_-347-480V.IES B3 B1-U0-G2 B1-U0-G2 B1-U0-G2 ERL1_06B340_-120-277V.IES ERL1_06B340_-347-480V.IES ERL1_06B330_-120-277V.IES ERL1_06B330_-347-480V.IES ERL1_06B327_-120-277V.IES ERL1_06B327_-347-480V.IES06 C3 6000 5800 5700 47 52 B1-U0-G2 B1-U0-G2 B1-U0-G2 ERL1_06C340_-120-277V.IES ERL1_06C340_-347-480V.IES ERL1_06C330_-120-277V.IES ERL1_06C330_-347-480V.IES ERL1_06C327_-120-277V.IES ERL1_06C327_-347-480V.IES D3 B1-U0-G2 B1-U0-G2 B1-U0-G2 ERL1_06D340_-120-277V.IES ERL1_06D340_-347-480V.IES ERL1_06D330_-120-277V.IES ERL1_06D330_-347-480V.IES ERL1_06D327_-120-277V.IES ERL1_06D327_-347-480V.IES E3 B2-U0-G2 B2-U0-G2 B2-U0-G2 ERL1_06E340_-120-277V.IES ERL1_06E340_-347-480V.IES ERL1_06E330_-120-277V.IES ERL1_06E330_-347-480V.IES ERL1_06E327_-120-277V.IES ERL1_06E327_-347-480V.IES A3 B2-U0-G2 B2-U0-G2 B2-U0-G2 ERL1_07A340_____.IES ERL1_07A330_____.IES ERL1_07A327_____.IES B3 B1-U0-G2 B1-U0-G2 B1-U0-G2 ERL1_07B340_____.IES ERL1_07B330_____.IES ERL1_07B327_____.IES07 C3 7000 6800 6600 58 B1-U0-G2 B1-U0-G2 B1-U0-G2 ERL1_07C340_____.IES ERL1_07C330_____.IES ERL1_07C327_____.IES D3 B1-U0-G2 B1-U0-G2 B1-U0-G2 ERL1_07D340_____.IES ERL1_07D330_____.IES ERL1_07D327_____.IES E3 B2-U0-G2 B2-U0-G2 B2-U0-G2 ERL1_07E340_____.IES ERL1_07E330_____.IES ERL1_07E327_____.IES A3 B2-U0-G2 B2-U0-G2 B2-U0-G2 ERL1_08A340_____.IES ERL1_08A330_____.IES ERL1_08A327_____.IES B3 B2-U0-G2 B2-U0-G2 B2-U0-G2 ERL1_08B340_____.IES ERL1_08B330_____.IES ERL1_08B327_____.IES08 C3 8000 7800 7600 71 B1-U0-G2 B1-U0-G2 B1-U0-G2 ERL1_08C340_____.IES ERL1_08C330_____.IES ERL1_08C327_____.IES D3 B1-U0-G2 B1-U0-G2 B1-U0-G2 ERL1_08D340_____.IES ERL1_08D330_____.IES ERL1_08D327_____.IES E3 B2-U0-G2 B2-U0-G2 B2-U0-G2 ERL1_08E340_____.IES ERL1_08E330_____.IES ERL1_08E327_____.IES A3 B2-U0-G2 B2-U0-G2 B2-U0-G2 ERL1_09A340_____.IES ERL1_09A330_____.IES ERL1_09A327_____.IES B3 B2-U0-G2 B2-U0-G2 B2-U0-G2 ERL1_09B340_____.IES ERL1_09B330_____.IES ERL1_09B327_____.IES09 C3 9000 8800 8500 84 B2-U0-G2 B1-U0-G2 B1-U0-G2 ERL1_09C340_____.IES ERL1_09C330_____.IES ERL1_09C327_____.IES D3 B1-U0-G2 B1-U0-G2 B1-U0-G2 ERL1_09D340_____.IES ERL1_09D330_____.IES ERL1_09D327_____.IES E3 B2-U0-G2 B2-U0-G2 B2-U0-G2 ERL1_09E340_____.IES ERL1_09E330_____.IES ERL1_09E327_____.IES A3 B2-U0-G2 B2-U0-G2 B2-U0-G2 ERL1_10A340_____.IES ERL1_10A330_____.IES ERL1_10A327_____.IES B3 B2-U0-G2 B2-U0-G2 B2-U0-G2 ERL1_10B340_____.IES ERL1_10B330_____.IES ERL1_10B327_____.IES10 C3 9800 9600 9250 97 B2-U0-G2 B2-U0-G2 B2-U0-G2 ERL1_10C340_____.IES ERL1_10C330_____.IES ERL1_10C327_____.IES D3 B1-U0-G2 B1-U0-G2 B1-U0-G2 ERL1_10D340_____.IES ERL1_10D330_____.IES ERL1_10D327_____.IES E3 B2-U0-G2 B2-U0-G2 B2-U0-G2 ERL1_10E340_____.IES ERL1_10E330_____.IES ERL1_10E327_____.IES GE Evolve™ LED Roadway Lighting ERL1-ERLH-ERL2 Project name _________________ Date ________________________ Type ________________________ 4000K120-277V 347-480V 3000K120-277V 347-480V 2700K120-277V 347-480V ◊ ◊ Page 308 of 346 5 Photometrics: Evolve™ LED Streetlight (ERL1) ERL1Type II Narrow (05A340) 5,000 Lumens 4000K ERL1_05A340___.IES ERL1 Type II Wide (05B340) 5,000 Lumens 4000K ERL1_05B340___.IES ERL1 Type III ((05C340) 5,000 Lumens 4000K ERL1_05C340___.IES ERL1 Type IV (05D340) 5,000 Lumens 4000K ERL1_(05D340)___.IES ERL1Type II Enhanced Back Light (05E340) 5,000 Lumens 4000K ERL1_(05E340)___.IES Grid Distance in Units of Mounting Height at 30’ Initial Footcandle Values at Grade Grid Distance in Units of Mounting Height at 30’ Initial Footcandle Values at Grade Grid Distance in Units of Mounting Height at 30’ Initial Footcandle Values at Grade Grid Distance in Units of Mounting Height at 30’ Initial Footcandle Values at Grade Grid Distance in Units of Mounting Height at 30’ Initial Footcandle Values at Grade — Vertical plane through horizontal angle of Max. Cd at 80°— Horizontal cone through vertical angle of Max. Cd at 67° — Vertical plane through horizontal angle of Max. Cd at 75°— Horizontal cone through vertical angle of Max. Cd at 69° — Vertical plane through horizontal angle of Max. Cd at 75°— Horizontal cone through vertical angle of Max. Cd at 70° — Vertical plane through horizontal angle of Max. Cd at 55°— Horizontal cone through vertical angle of Max. Cd at 64° — Vertical plane through horizontal angle of Max. Cd at 75°— Horizontal cone through vertical angle of Max. Cd at 67° 1137 2275 3412 4550 1 2 889 1778 2667 3555 1 2 890 1780 2670 3559 1 2 695 1390 2085 2781 1 2 854 1708 2562 3416 1 2 .1 .2 .5 .1 .2 .5 .1 .2 .5 .1.2.5 .1 .2 .5 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 0 1 2 3 4 5Street Width / Mounting Height SS HS Co e f f i c i e n t s o f U t i l i z a t i o n 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 012345Street Width / Mounting Height SS HS Co e f f i c i e n t s o f U t i l i z a t i o n 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 012345Street Width / Mounting Height SS HS Co e f f i c i e n t s o f U t i l i z a t i o n 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 012345Street Width / Mounting Height SS HS Co e f f i c i e n t s o f U t i l i z a t i o n 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 012345Street Width / Mounting Height SS HS Co e f f i c i e n t s o f U t i l i z a t i o n Page 309 of 346 6 E R L H _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ PROD. ID VOLTAGE LUMENOUTPUT 0 = 120-277V*1 = 1202 = 2083 = 2404 = 2775 = 480D = 347H = 347-480* * Not available with Fusing. Must choose a discrete voltage with F option. 101113141516 See Table OPTIONSCOLORCONTROLSCCTDISTRIBUTION* A = 4 Bolt Slipfitter †F = FusingG = Internal Bubble LevelI = IP66 OpticalL = Tool-Less EntryR = Secondary 10kV/5kA SPDU = DALI Programmable +^X = Single Package #Y = Coastal Finish *XXX = Special Options † Contact manufacturer for Lead-Time. # "X" option provides single pack box per fixture. Std Packaging = 20 units per Magna pak container. * Recommended for installations within 750 ft. from the coast. Contact Factory for Lead-Time. + Compatible with LightGrid 2.0 nodes. ^ Not available in 347V, 480V or 347-480V. GRAY = GrayBLCK = BlackDKBZ = Dark Bronze A = ANSI C136.41 7-pinD = ANSI C136.41 7-pin with Shorting CapE = ANSI C136.41 7-pin with non-Dimming PE Control.* *PE Control Only available for120-277V or 480V Discrete. Not available for 347-480V or 347V Discrete. NOTE: Dimming controls wired for 0-10V standard unless DALI option “U” requested. 30 = 3000K40 = 4000K Select 3000K CCT for IDA approved units. E = Evolve R = Roadway L = Local H = High Output A3 = Type II NarrowB3 = Type II WideC3 = Type IIID3 = Type IVE3 = Type II Enhanced Back Light See Table *Nominal IES Type classing subject to typical variation, individual units may differ. LUMEN OUTPUT DISTRIBUTION 4000K 4000K3000K 3000K120-277V 347-480V TYPICAL SYSTEM WATTAGETYPICALINITIAL LUMENS BUG RATING IES FILE NUMBER A3 B2-U0-G2 B2-U0-G2 ERLH_10A340_____.IES ERLH_10A330_____.IES B3 B2-U0-G2 B2-U0-G2 ERLH_10B340_____.IES ERLH_10B330_____.IES 10 C3 10000 9600 82 82 B2-U0-G3 B2-U0-G2 ERLH_10C340_____.IES ERLH_10C330_____.IES D3 B1-U0-G3 B1-U0-G2 ERLH_10D340_____.IES ERLH_10D330_____.IES E3 B3-U0-G3 B3-U0-G3 ERLH_10E340_____.IES ERLH_10E330_____.IES A3 B3-U0-G3 B2-U0-G2 ERLH_11A340_____.IES ERLH_11A330_____.IES B3 B3-U0-G3 B2-U0-G2 ERLH_11B340_____.IES ERLH_11B330_____.IES 11 C3 11500 11000 98 98 B2-U0-G3 B2-U0-G3 ERLH_11C340_____.IES ERLH_11C330_____.IES D3 B1-U0-G3 B1-U0-G2 ERLH_11D340_____.IES ERLH_11D330_____.IES E3 B3-U0-G3 B3-U0-G3 ERLH_11E340_____.IES ERLH_11E330_____.IES A3 B3-U0-G3 B3-U0-G3 ERLH_13A340_____.IES ERLH_13A330_____.IES B3 B2-U0-G3 B2-U0-G3 ERLH_13B340_____.IES ERLH_13B330_____.IES 13 C3 13000 12500 111 111 B2-U0-G3 B2-U0-G3 ERLH_13C340_____.IES ERLH_13C330_____.IES D3 B2-U0-G3 B2-U0-G3 ERLH_13D340_____.IES ERLH_13D330_____.IES E3 B3-U0-G3 B3-U0-G3 ERLH_13E340_____.IES ERLH_13E330_____.IES A3 B3-U0-G3 B3-U0-G3 ERLH_14A340_____.IES ERLH_14A330_____.IES B3 B2-U0-G3 B2-U0-G3 ERLH_14B340_____.IES ERLH_14B330_____.IES 14 C3 14000 13400 122 122 B2-U0-G3 B2-U0-G3 ERLH_14C340_____.IES ERLH_14C330_____.IES D3 B2-U0-G3 B2-U0-G3 ERLH_14D340_____.IES ERLH_14D330_____.IES E3 B3-U0-G3 B3-U0-G3 ERLH_14E340_____.IES ERLH_14E330_____.IES A3 B3-U0-G3 B3-U0-G3 ERLH_15A340_____.IES ERLH_15A330_____.IES B3 B2-U0-G3 B2-U0-G3 ERLH_15B340_____.IES ERLH_15B330_____.IES 15 C3 15000 14400 136 136 B2-U0-G3 B2-U0-G3 ERLH_15C340_____.IES ERLH_15C330_____.IES D3 B2-U0-G3 B2-U0-G3 ERLH_15D340_____.IES ERLH_15D330_____.IES E3 B3-U0-G3 B3-U0-G3 ERLH_15E340_____.IES ERLH_15E330_____.IES A3 B3-U0-G3 B3-U0-G3 ERLH_16A340_____.IES ERLH_16A330_____.IES B3 B3-U0-G3 B3-U0-G3 ERLH_16B340_____.IES ERLH_16B330_____.IES 16 C3 16000 15300 149 149 B2-U0-G3 B2-U0-G3 ERLH_16C340_____.IES ERLH_16C330_____.IES D3 B2-U0-G3 B2-U0-G3 ERLH_16D340_____.IES ERLH_16D330_____.IES E3 B3-U0-G3 B3-U0-G3 ERLH_16E340_____.IES ERLH_16E330_____.IES GE Evolve™ LED Roadway Lighting ERL1-ERLH-ERL2 Project name _________________ Date ________________________ Type ________________________ 4000K 3000K ◊ ◊ Page 310 of 346 7 Photometrics: Evolve™ LED Streetlight (ERLH) ERLH Type II Narrow (13A340) 13,000 Lumens 4000K ERLH_13A340___.IES ERLHType II Wide (13B340) 13,000 Lumens 4000K ERLH_13B340___.IES ERLHType III (13C340) 13,000 Lumens 4000K ERLH_13C340___.IES ERLH Type IV 13D340 13,000 Lumens 4000K ERLH_13D340___.IES ERLH Type II Enhanced Back Light 13E340 13,000 Lumens 4000K ERLH_13E340___.IES Grid Distance in Units of Mounting Height at 30’ Initial Footcandle Values at Grade Grid Distance in Units of Mounting Height at 30’ Initial Footcandle Values at Grade Grid Distance in Units of Mounting Height at 30’ Initial Footcandle Values at Grade Grid Distance in Units of Mounting Height at 30’ Initial Footcandle Values at Grade Grid Distance in Units of Mounting Height at 30’ Initial Footcandle Values at Grade — Vertical plane through horizontal angle of Max. Cd at 80°— Horizontal cone through vertical angle of Max. Cd at 69° — Vertical plane through horizontal angle of Max. Cd at 75°— Horizontal cone through vertical angle of Max. Cd at 72° — Vertical plane through horizontal angle of Max. Cd at 75°— Horizontal cone through vertical angle of Max. Cd at 71° — Vertical plane through horizontal angle of Max. Cd at 55°— Horizontal cone through vertical angle of Max. Cd at 65° — Vertical plane through horizontal angle of Max. Cd at 75°— Horizontal cone through vertical angle of Max. Cd at 69° 3467 6934 10400 13867 1 2 2670 5341 8011 10682 1 2 2405 4810 7215 9620 1 2 1795 3591 5386 7182 1 2 2630 5260 7890 1 2 10520 .1 .2 .5 .1.2 .5 .1 .2 .5 .1.2 .5 .1 .2 .5 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 012345Street Width / Mounting Height SS HS Co e f f i c i e n t s o f U t i l i z a t i o n 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 012345Street Width / Mounting Height SS HS Co e f f i c i e n t s o f U t i l i z a t i o n 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 012345Street Width / Mounting Height SS HS Co e f f i c i e n t s o f U t i l i z a t i o n 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 012345Street Width / Mounting Height SS HS Co e f f i c i e n t s o f U t i l i z a t i o n 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 012345Street Width / Mounting Height SS HSCo e f f i c i e n t s o f U t i l i z a t i o n Page 311 of 346 8 E R L 2 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ PROD. ID VOLTAGE LUMENOUTPUT 0 = 120-277V*1 = 1202 = 2083 = 2404 = 2775 = 480D = 347H = 347-480* * Not available with Fusing. Must choose a discrete voltage with F option. 161819212325272830 See Table OPTIONSCOLORCONTROLSCCTDISTRIBUTION* A = 4 Bolt Slipfitter †F = FusingG = Internal Bubble LevelI = IP66 OpticalL = Tool-Less EntryR = Secondary 10kV/5kA SPDU = DALI Programmable ^Y = Coastal Finish *XXX = Special Options † Contact manufacturer for Lead-Time. * Recommended for installations within 750 ft. from the coast. Contact Factory for Lead-Time. + Compatible with LightGrid 2.0 nodes. ^ Not available in 347V, 480V or 347-480V. GRAY = GrayBLCK = BlackDKBZ = Dark Bronze A = ANSI C136.41 7-pinD = ANSI C136.41 7-pin with Shorting CapE = ANSI C136.41 7-pin with non-Dimming PE Control.* *PE Control Only available for120-277V or 480V Discrete. Not available for 347-480V or 347V Discrete. NOTE: Dimming controls wired for 0-10V standard unless DALI option “U” requested. E = Evolve R = Roadway L = Local 2 = Double Module A3 = Type II NarrowB3 = Type II WideC3 = Type IIID3 = Type IVE3 = Type II Enhanced Back Light See Table *Nominal IES Type classing subject to typical variation, individual units may differ. LUMEN OUTPUT DISTRIBUTION 4000K 4000K3000K 3000K120-277V 347-480V TYPICAL SYSTEM WATTAGETYPICALINITIAL LUMENS BUG RATING 4000K120-277V 347-480V 3000K120-277V 347-480V IES FILE NUMBER A3 B3-U0-G3 B3-U0-G3 ERL2_16A340_____.IES ERL2_16A330_____.IES B3 B3-U0-G3 B3-U0-G3 ERL2_16B340_____.IES ERL2_16B330_____.IES 16 C3 16000 15300 120 120 B2-U0-G3 B2-U0-G3 ERL2_16C340_____.IES ERL2_16C330_____.IES D3 B2-U0-G3 B2-U0-G3 ERL2_16D340_____.IES ERL2_16D330_____.IES E3 B3-U0-G3 B3-U0-G3 ERL2_16E340_____.IES ERL2_16E330_____.IES A3 B3-U0-G3 B3-U0-G3 ERL2_18A340_____.IES ERL2_18A330_____.IES B3 B3-U0-G3 B3-U0-G3 ERL2_18B340_____.IES ERL2_18B330_____.IES 18 C3 18000 17300 140 140 B2-U0-G3 B2-U0-G3 ERL2_18C340_____.IES ERL2_18C330_____.IES D3 B2-U0-G3 B2-U0-G3 ERL2_18D340_____.IES ERL2_18D330_____.IES E3 B3-U0-G3 B3-U0-G3 ERL2_18E340_____.IES ERL2_18E330_____.IES A3 B3-U0-G3 B3-U0-G3 ERL2_19A340_____.IES ERL2_19A330_____.IES B3 B3-U0-G3 B3-U0-G3 ERL2_19B340_____.IES ERL2_19B330_____.IES 19 C3 19000 18200 149 149 B3-U0-G3 B2-U0-G3 ERL2_19C340_____.IES ERL2_19C330_____.IES D3 B2-U0-G3 B2-U0-G3 ERL2_19D340_____.IES ERL2_19D330_____.IES E3 B3-U0-G3 B3-U0-G3 ERL2_19E340_____.IES ERL2_19E330_____.IES A3 B3-U0-G3 B3-U0-G3 ERL2_21A340_-120-277V.IES ERL2_21A340_-347-480V.IES ERL2_21A330_-120-277V.IES ERL2_21A330_-347-480V.IES B3 B3-U0-G3 B3-U0-G3 ERL2_21B340_-120-277V.IES ERL2_21B340_-347-480V.IES ERL2_21B330_-120-277V.IES ERL2_21B330_-347-480V.IES 21 C3 21000 20100 174 177 B3-U0-G4 B3-U0-G3 ERL2_21C340_-120-277V.IES ERL2_21C340_-347-480V.IES ERL2_21C330_-120-277V.IES ERL2_21C330_-347-480V.IES D3 B2-U0-G3 B2-U0-G3 ERL2_21D340_-120-277V.IES ERL2_21D340_-347-480V.IES ERL2_21D330_-120-277V.IES ERL2_21D330_-347-480V.IES E3 B3-U0-G3 B3-U0-G3 ERL2_21E340_-120-277V.IES ERL2_21E340_-347-480V.IES ERL2_21E330_-120-277V.IES ERL2_21E330_-347-480V.IES A3 B3-U0-G3 B3-U0-G3 ERL2_23A340_-120-277V.IES ERL2_23A340_-347-480V.IES ERL2_23A330_-120-277V.IES ERL2_23A330_-347-480V.IES B3 B3-U0-G3 B3-U0-G3 ERL2_23B340_-120-277V.IES ERL2_23B340_-347-480V.IES ERL2_23B330_-120-277V.IES ERL2_23B330_-347-480V.IES 23 C3 23000 22100 194 196 B3-U0-G4 B3-U0-G4 ERL2_23C340_-120-277V.IES ERL2_23C340_-347-480V.IES ERL2_23C330_-120-277V.IES ERL2_23C330_-347-480V.IES D3 B2-U0-G4 B2-U0-G4 ERL2_23D340_-120-277V.IES ERL2_23D340_-347-480V.IES ERL2_23D330_-120-277V.IES ERL2_23D330_-347-480V.IES E3 B4-U0-G4 B3-U0-G3 ERL2_23E340_-120-277V.IES ERL2_23E340_-347-480V.IES ERL2_23E330_-120-277V.IES ERL2_23E330_-347-480V.IES A3 B3-U0-G3 B3-U0-G3 ERL2_25A340_____.IES ERL2_25A330_____.IES B3 B3-U0-G3 B3-U0-G3 ERL2_25B340_____.IES ERL2_25B330_____.IES 25 C3 25000 24000 214 214 B3-U0-G4 B3-U0-G4 ERL2_25C340_____.IES ERL2_25C330_____.IES D3 B2-U0-G4 B2-U0-G4 ERL2_25D340_____.IES ERL2_25D330_____.IES E3 B4-U0-G4 B4-U0-G4 ERL2_25E340_____.IES ERL2_25E330_____.IES A3 B3-U0-G3 B3-U0-G3 ERL2_27A340_____.IES ERL2_27A330_____.IES B3 B3-U0-G4 B3-U0-G4 ERL2_27B340_____.IES ERL2_27B330_____.IES 27 C3 27000 25900 237 237 B3-U0-G4 B3-U0-G4 ERL2_27C340_____.IES ERL2_27C330_____.IES D3 B2-U0-G4 B2-U0-G4 ERL2_27D340_____.IES ERL2_27D330_____.IES E3 B4-U0-G4 B4-U0-G4 ERL2_27E340_____.IES ERL2_27E330_____.IES A3 B3-U0-G3 B3-U0-G3 ERL2_28A340_____.IES ERL2_28A330_____.IES B3 B3-U0-G4 B3-U0-G4 ERL2_28B340_____.IES ERL2_28B330_____.IES 28 C3 28000 26900 251 251 B3-U0-G4 B3-U0-G4 ERL2_28C340_____.IES ERL2_28C330_____.IES D3 B2-U0-G4 B2-U0-G4 ERL2_28D340_____.IES ERL2_28D330_____.IES E3 B4-U0-G4 B4-U0-G4 ERL2_28E340_____.IES ERL2_28E330_____.IES A3 B4-U0-G4 B4-U0-G4 ERL2_30A340_____.IES ERL2_30A330_____.IES B3 B3-U0-G4 B3-U0-G4 ERL2_30B340_____.IES ERL2_30B330_____.IES 30 C3 30000 28800 278 278 B3-U0-G4 B3-U0-G4 ERL2_30C340_____.IES ERL2_30C330_____.IES D3 B2-U0-G4 B2-U0-G4 ERL2_30D340_____.IES ERL2_30D330_____.IES E3 B4-U0-G4 B4-U0-G4 ERL2_30E340_____.IES ERL2_30E330_____.IES GE Evolve™ LED Roadway Lighting ERL1-ERLH-ERL2 Project name _________________ Date ________________________ Type ________________________ 30 = 3000K 40 = 4000K Select 3000K CCT for IDA approved units. ◊ ◊ Page 312 of 346 9 Photometrics: Evolve™ LED Streetlight (ERL2) ERL2 Type II Narrow (23A340) 23,000 Lumens 4000K ERL2_23A340___.IES ERL2 Type II Wide (23B340) 23,000 Lumens 4000K ERL2_23B340___.IES ERL2Type III (23C340) 23,000 Lumens 4000K ERL2_23C340___.IES ERL2 Type IV (23D340) 23,000 Lumens 4000K ERL2_23D340___.IES ERL2 Type II Enhanced Back Light (23E340) 23,000 Lumens 4000K ERL2_23E340___.IES Grid Distance in Units of Mounting Height at 30’ Initial Footcandle Values at Grade Grid Distance in Units of Mounting Height at 30’ Initial Footcandle Values at Grade Grid Distance in Units of Mounting Height at 30’ Initial Footcandle Values at Grade Grid Distance in Units of Mounting Height at 30’ Initial Footcandle Values at Grade Grid Distance in Units of Mounting Height at 30’ Initial Footcandle Values at Grade — Vertical plane through horizontal angle of Max. Cd at 80°— Horizontal cone through vertical angle of Max. Cd at 69° — Vertical plane through horizontal angle of Max. Cd at 75°— Horizontal cone through vertical angle of Max. Cd at 72° — Vertical plane through horizontal angle of Max. Cd at 75°— Horizontal cone through vertical angle of Max. Cd at 71° — Vertical plane through horizontal angle of Max. Cd at 55°— Horizontal cone through vertical angle of Max. Cd at 65° — Vertical plane through horizontal angle of Max. Cd at 75°— Horizontal cone through vertical angle of Max. Cd at 69° 6134 12267 18401 24534 1 2 4725 9449 14174 18899 1 2 4255 8510 12765 17020 1 2 3177 6353 9530 12706 1 2 4653 9306 13959 18612 1 2 .1 .2 .5 .1 .2 .5 .1 .2 .5 .1.2 .5 .1 .2 .5 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 012345Street Width / Mounting Height SS HS Co e f f i c i e n t s o f U t i l i z a t i o n 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 012345Street Width / Mounting Height SS HS Co e f f i c i e n t s o f U t i l i z a t i o n 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 012345Street Width / Mounting Height SS HS Co e f f i c i e n t s o f U t i l i z a t i o n 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 012345Street Width / Mounting Height SS HS Co e f f i c i e n t s o f U t i l i z a t i o n 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 012345Street Width / Mounting Height SS HSCo e f f i c i e n t s o f U t i l i z a t i o n Page 313 of 346 10 GE Evolve™ LED Roadway Lighting ERL1-ERLH-ERL2 Product Dimensions: Evolve™ LED Streetlight (ERL1) SIDE VIEW • Approximate net weight: 12.4 lbs (5.6kgs) -15.5 lbs (7.0kgs) with XFMR • Effective Projected Area (EPA): 0.5 sq ft max (0.046 sq m)DA T A BACK VIEW FRONT VIEW 22.1 in.[561 mm] 13.5 in.[344 mm] 14.7 in. R[373 mm R] 5.4 in.[137 mm] 6.4 in.[162 mm]4.2 in.[107mm] ADJUSTABLE FOR 1-1/4 to 2 inch PIPE (1.660 to 2.375 inch OD)[42 to 60 mm OD] 5.0 in.[127 mm] Page 314 of 346 11 GE Evolve™ LED Roadway Lighting ERL1-ERLH-ERL2 Product Dimensions: Evolve™ LED Streetlight (ERLH) SIDE VIEWBACK VIEW FRONT VIEW ADJUSTABLE FOR 1-1/4 to 2 inch PIPE (1.660 to 2.375 inch OD)[42 to 60 mm OD] 22.1 in.[561 mm] 13.5 in.[344 mm] 14.7 in. R[373 mm R] 9.6 in.[243 mm] 5.4 in.[137 mm] Optional LightGrid Node 6.4 in.[162 mm]4.2 in.[107 mm] 14.2 in.[360 mm] • Approximate net weight: 15.15 lbs (6.9 kgs) - 2 Bolt Slipfitter • Approximate net weight: 15.85 lbs (7.2 kgs) - 4 Bolt Slipfitter • Effective Projected Area (EPA): 0.5 sq ft max (0.046 sq m)DA T A 5.0 in.[127 mm] Page 315 of 346 12 GE Evolve™ LED Roadway Lighting ERL1-ERLH-ERL2 Product Dimensions: Evolve™ LED Streetlight (ERL2) SIDE VIEWBACK VIEW FRONT VIEW • Approximate net weight: 24.0 lbs (10.9 kgs) Contact manufacturer for specific configuration weight. • Effective Projected Area (EPA): 0.57 sq ft max (0.053 sq m)DA T A 26.3 in.[667 mm] 12.8 in.[324 mm] 14.0 in. R[355.6 mm R] 5.4 in.[137 mm] 9.6 in.[243 mm] 6.4 in.[162 mm] OptionalLightGridNode 4.3 in.[110mm] ADJUSTABLE FOR 1-1/4 to 2 inch PIPE (1.660 to 2.375 inch OD)[42 to 60 mm OD] 5.0 in.[127 mm] All trademarks are the property of their respective owners. Information provided is subject to change without notice. All values are design or typical values when measured under laboratoryconditions. Current, powered by GE is a business of the General Electric Company. © 2017 GE. www.currentbyge.com OLP3128 (Rev 12/21/17) Page 316 of 346 Evolve™ LED Area Light Scalable Wall Pack (EWS3) Page 317 of 346 The GE Evolve LED Scalable Wall Pack is optimized for customers looking for an efficient and reliable LED solution to replace 75W - 250W Metal Halide wall mounted, site, area and general lighting applications. Depending on the application, Evolve™ LED Scalable Wall Pack can yield up to a 75% reduction in system energy consumption compared with standard HID systems. Standard 0-10V dimming and an optional motion sensor with daylight harvesting can provide additional energy savings. The EWS3 offers a typical 105 LPW and is available in key lumen packages and reflective optics to optimize light output for most applications. This reliable system operates well in cold temperatures and offers more than 11 years of service life to reduce maintenance frequency and expense, based on a 50,000 hour rated life and 12 hours of operation per day. Containing no mercury or lead, this environmentally responsible product is RoHS compliant. Product Features Applications • Wall mounted, site, area and general lighting utilizing an advanced LED optical system providing uniformity, vertical light distribution, reduced offsite visibility, reduced on-site glare and effective security light levels. Housing • Die-cast aluminum housing. • Sleek architectural design incorporating a heat sink directly into the unit ensuring maximum heat transfer and long LED life. • Meets 1.5 G vibration standards per ANSI C136.31-2010. LED & Optical Assembly • Structured LED array for optimized light distribution. • Evolve™ LED light engine utilizes reflective technology to optimize application efficiency and minimize glare. • Utilizes high brightness LEDs, 70 CRI at 3000K, 4000K & 5000K typical. • LM-79 tests and reports are performed in accordance with IESNA standards. Lumen Maintenance • Projected L90>47,000 hours per IES TM-21 • Projected Lxx per IES TM-21 at 25°C for reference: Lumen Ambient Temperature Factors: Ratings • listed, suitable for wet locations. • listed with option code “J” SKUs. • IP 65 rated optical enclosure per ANSI C136.25-2013. • Title 24 compliant with motion sensor option. • Temperature rated at –40° to 50°C. (35°C for high wattage 90W SKU). • Upward Light Output Ratio (ULOR) = 0 • Complies with the material restrictions of RoHS. Mounting • Flush wall mount to “J” box with inspection hole for IP 65. Finish • Corrosion resistant polyester powder paint, minimum 2.0 mil. thickness. • Standard colors: Black and Dark Bronze. • RAL & custom colors available. Electrical • 120-277 volt and 347-480 volt available. • System power factor is >90% and THD <20%*. • Surge protection per ANSI C136.2-2015: - Exceeds “Basic” (6kV/3kA) (120 strike) • EMI: FCC Title 47 CFR Part 15 Class A. • Motion sensor with dimming capability available with “H” option code. • Button PE Sensitivity: Fixture on-3.5Fc Fixture off-11.8 Fc * System THD <26% for 347-480v supply with A7 power level. Accessories • Escutcheon Plates - See page 6 Warranty • 5 Year standard EWS3 L94 L89 L80 SKU 25,000 HR 50,000 HR 100,000 HR LXX (10K)@HOURS Note: 1) Projected Lxx based on LM80 (10,000 hour testing). 2) DOE Lighting Facts Verification Testing Tolerances apply to initial Luminous flux and lumen maintenance measurements. 10 1.02 20 1.01 25 1.00 30 0.99 40 0.98 50 0.97 AMBIENTTEMPERATURE (°C)INITIALFLUX FACTOR Page 318 of 346 PROD. ID VOLTAGE POWERLEVEL 0 = 120-277*1 = 1202 = 2083 = 2404 = 2775 = 480D = 347H = 347-480* *Not available with Fusing. Must choose a descreet voltage with F Option. OPTIONSCOLORPE FUNCTION F = Fusing H = Motion Sensor*J = cUL/CanadaXXX = Special Options *Option H only available in 120-277V. Reference page 5 (under H Motion Sensing Option) for more details. BLCK = BlackDKBZ = Dark BronzeGRAY = GrayWHTE = White Contact manufacturerfor other colors. 1 = None3 = Button PE* * Button PE not available with motion sensor option. Only available with descreet voltages. Not available with voltage options D, H or 5. LED COLOR TEMP 30 = 3000K 40 = 4000K 50 = 5000K PHOTOMETRICTYPE D1 = Asymmetric ForwardE1 = Asymmetric Medium E = EvolveW = WallpackS = Scalable3 = Product Generation E W S 3 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Ordering Number Logic Scalable Wall Pack (EWS3) A7 D1 2800 2900 25 28 1-0-1 1-0-1 EWS3_A7D130_____-120-277V.IES EWS3_A7D140_____-120-277V.IES EWS3_A7D150_____-120-277V.IES E1 2800 2900 25 28 1-0-0 1-0-1 EWS3_A7E130_____-120-277V.IES EWS3_A7E140_____-120-277V.IES EWS3_A7E150_____-120-277V.IES B7 D1 3700 3800 32 35 1-0-1 1-0-1 EWS3_B7D130_____-120-277V.IES EWS3_B7D140_____-120-277V.IES EWS3_B7D150_____-120-277V.IES E1 3700 3800 32 35 1-0-1 1-0-1 EWS3_B7E130_____-120-277V.IES EWS3_B7E140_____-120-277V.IES EWS3_B7E150_____-120-277V.IES C7 D1 4900 5000 41 45 1-0-1 1-0-1 EWS3_C7D130_____-120-277V.IES EWS3_C7D140_____-120-277V.IES EWS3_C7D150_____-120-277V.IES E1 4900 5000 41 45 1-0-1 1-0-1 EWS3_C7E130_____-120-277V.IES EWS3_C7E140_____-120-277V.IES EWS3_C7E150_____-120-277V.IES D3 D1 6500 6700 67 67 2-0-1 2-0-1 EWS3_D3D130_____.IES EWS3_D3D140_____.IES EWS3_D3D150_____.IES E1 6500 6700 67 67 2-0-1 2-0-1 EWS3_D3E130_____.IES EWS3_D3E140_____.IES EWS3_D3E150_____.IES E3 D1 8200 8600 90 90 2-0-2 2-0-2 EWS3_E3D130_____.IES EWS3_E3D140_____.IES EWS3_E3D150_____.IES E1 8200 8600 90 90 2-0-1 2-0-1 EWS3_E3E130_____.IES EWS3_E3E140_____.IES EWS3_E3E150_____.IES A7 D1 2800 2900 25 28 1-0-1 1-0-1 EWS3_A7D130_____-347-480V.IES EWS3_A7D140_____-347-480V.IES EWS3_A7D150_____-347-480V.IES E1 2800 2900 25 28 1-0-0 1-0-1 EWS3_A7E130_____-347-480V.IES EWS3_A7E140_____-347-480V.IES EWS3_A7E150_____-347-480V.IES B7 D1 3700 3800 32 35 1-0-1 1-0-1 EWS3_B7D130_____-347-480V.IES EWS3_B7D140_____-347-480V.IES EWS3_B7D150_____-347-480V.IES E1 3700 3800 32 35 1-0-1 1-0-1 EWS3_B7E130_____-347-480V.IES EWS3_B7E140_____-347-480V.IES EWS3_B7E150_____-347-480V.IES C7 D1 4900 5000 41 45 1-0-1 1-0-1 EWS3_C7D130_____-347-480V.IES EWS3_C7D140_____-347-480V.IES EWS3_C7D150_____-347-480V.IES E1 4900 5000 41 45 1-0-1 1-0-1 EWS3_C7E130_____-347-480V.IES EWS3_C7E140_____-347-480V.IES EWS3_C7E150_____-347-480V.IES D3 D1 6500 6700 67 67 2-0-1 2-0-1 EWS3_D3D130_____.IES EWS3_D3D140_____.IES EWS3_D3D150_____.IES E1 6500 6700 67 67 2-0-1 2-0-1 EWS3_D3E130_____.IES EWS3_D3E140_____.IES EWS3_D3E150_____.IES E3 D1 8200 8600 90 90 2-0-2 2-0-2 EWS3_E3D130_____.IES EWS3_E3D140_____.IES EWS3_E3D150_____.IES E1 8200 8600 90 90 2-0-1 2-0-1 EWS3_E3E130_____.IES EWS3_E3E140_____.IES EWS3_E3E150_____.IES POWERLEVEL POWERLEVEL PHOTOMETRICTYPE PHOTOMETRICTYPE 3000K 3000K 4000K & 5000K 4000K & 5000K 120-277V 120-277V 347-480V 347-480V 3000K 3000K 4000K & 5000K 4000K & 5000K TYPICAL INITIAL LUMENS TYPICAL INITIAL LUMENS TYPICAL INITIAL LUMENS TYPICAL INITIAL LUMENS TYPICAL SYSTEM WATTAGE TYPICAL SYSTEM WATTAGE IES FILE NUMBERS120-277V 3000K IES FILE NUMBERS347-480V3000K IES FILE NUMBERS120-277V 4000K IES FILE NUMBERS347-480V4000K IES FILE NUMBERS120-277V 5000K IES FILE NUMBERS347-480V5000K B-U-G RATING B-U-G RATING Page 319 of 346 kimley-horn.com 189 S. Orange Avenue, Suite 1000, Orlando, FL 32801 407 898 1511 To : Kristopher McCrain, Associate Planner St. Lucie County Planning & Development Services 2300 Virginia Avenue Fort Pierce, FL 34982 From : Matthew Gillespie, PE Kimley Horn & Associates, Inc. Job Name : 7-Eleven #38944 Fort Pierce NWC of Indrio Road and Kings Highway Job Number : 149752007 Date : 8/27/2019 Time : Meeting Subject : St. Lucie County- Neighborhood Meeting Meeting Attendees: Name Organization Matthew Gillespie Kimley-Horn & Associates Matt Ross Creighton Commercial Development Josh Long Gunster Robert Raynes Gunster Kristopher McCrain St. Lucie County Planning & Development Meeting Summary Notes: The purpose of this meeting was to notify property owners and residents located within 500 feet of the proposed development to allow the public to review the proposed development and provide any feedback. Below is a summary of what was discussed at the meeting. • Residents wanted to know if a security company patrolled the property after hours. Answer is no, but 7-Eleven (SEI) always has a minimum of 2-3 employees onsite along with video recording capabilities that a 3rd party monitors for them. • Drainage was a main topic, specifically in regard to fuel spills, and Residents’ concerns of overloading the storm drainage system so that their properties don’t flood. Project Representatives explained double-walled fuel tanks, and that sheet flow from proposed impervious surfaces is directed away from the western residents. • Another main concern was people trying to do U-turns along Indrio Rd, because their neighborhood already has a lot of that supposedly. We explained that the design will be according to County and FDOT standards and tried to bring up positive points about SEI being a good neighbor. Page 320 of 346 Page 2 kimley-horn.com 189 S. Orange Avenue, Suite 1000, Orlando, FL 32801 407 898 1511 • Landscape buffer along western boundary. The project is proposing a screen wall and has landscaping on both sides to buffer as much as possible. • “Light spillage” was a concern. Project representatives explained that photometric technology and building code is more advanced now then when the other surrounding commercial properties were developed. There will not be any “light spillage” onto their properties. • Residents concern on FPL access to powerline along western side of property. Project representatives explained the wall and landscape buffer would be 10’ from the property line providing room for FPL access to the power lines. • Residents complained the entire area flooded and it didn’t matter what was built, anything would cause more flooding. Kimley Horn explained the codes and requirements for the drainage design, but the resident’s opinions of the drainage issues remained unchanged. This summary serves to document this meeting. If anyone wishes to modify or append to this account, please contact Matthew Gillespie at matthew.gillespie@kimley-horn.com _______________________________ Matthew Gillespie, P.E. #76950 cc: File Page 321 of 346 Roadway Name Location AADT Volume Traffic Counts and Level of Service Report Fall 2018 LOS V/C PM Pk Hr Pk Dir Pk Hr Service Capacity AM Pk Hr Pk Dir V/C LOS Volume STATION ID Last Count Year 6,303 JENKINS RD to SELVITZ RDGLADES CUT-OFF RD 830 400 113 C 0.513 384 C 0.492 2016 3,633 KINGS HWY to JENKINS RDGRAHAM RD 630 249 669 C 0.415 237 C 0.395 2017 4,600 MARTIN C.L. to WALTON RDGREEN RIVER PKWY 1,070 325 319 B 0.855 321 B 0.845 2018 5,767 OKEECHOBEE RD to PETERSON RDHARTMAN RD 750 382 670 D 0.509 351 C 0.949 2017 5,767 PETERSON RD to DELAWARE AVEHARTMAN RD 540 382 670 D 0.707 351 D 0.650 2017 5,767 DELAWARE AVE to ORANGE AVEHARTMAN RD 790 382 670 C 0.979 351 C 0.900 2017 650 OKEECHOBEE RD to ORANGE AVEHEADER CANAL RD 670 54 121 B 0.245 65 B 0.295 2019 8,211 US 1 to LENNARD RDHILLMOOR DR 790 467 671 D 0.591 400 D 0.506 2016 77,000 GATLIN BLVD to ST LUCIE WEST BLVDI-95 4,580 3,066 941901 B 0.913 3,170 B 0.943 2017 68,500 ST LUCIE WEST BLVD to MIDWAY RDI-95 4,580 No Data 941904 No Data No Data No Data No Data No Data 2017 78,500 MIDWAY RD to OKEECHOBEE RDI-95 4,580 No Data 941902 No Data No Data No Data No Data No Data 2017 0 OKEECHOBEE RD to ORANGE AVEI-95 7,320 No Data 941903 No Data No Data No Data No Data No Data 2009 44,000 ORANGE AVE to INDRIO RDI-95 7,320 1,545 941905 B 0.343 1,648 B 0.366 2017 7,100 CITRUS AVE to ORANGE AVEINDIAN RIVER DR 750 413 945029 D 0.551 384 D 0.512 2017 7,200 ORANGE AVE to AVENUE AINDIAN RIVER DR 750 258 940003 C 0.697 322 C 0.870 2017 7,000 AVENUE D to SEAWAY DRINDIAN RIVER DR 790 291 940004 C 0.746 450 D 0.570 2017 7,000 AVENUE A to AVENUE DINDIAN RIVER DR 540 291 940004 D 0.539 450 D 0.833 2017 1,600 PRIVATE RD to I-95 W RAMPINDRIO RD 1,080 118 940128 B 0.288 110 B 0.268 2017 1,600 I-95 W RAMP to I-95 E RAMPINDRIO RD 3,240 118 940128 B 0.065 110 B 0.061 2017 11,700 I-95 E RAMP to KOBLEGARD RDINDRIO RD 3,240 600 940038 B 0.331 600 B 0.331 2017 11,700 KOBLEGARD RD to JOHNSTON RDINDRIO RD 700 600 940038 C 0.909 600 C 0.909 2017 11,700 JOHNSTON RD to EMERSON AVEINDRIO RD 880 600 940038 C 0.723 600 C 0.723 2017 10,500 EMERSON RD to SEMINOLE RDINDRIO RD 920 494 940281 C 0.568 492 C 0.566 2017 10,500 SEMINOLE RD to KINGS HWYINDRIO RD 790 494 940281 D 0.625 492 D 0.623 2017 5,509 KINGS HWY to SLASH PINE TRLINDRIO RD 790 356 114 C 0.913 341 C 0.874 2016 8 * Volumes shown were adjusted using FDOT Seasonal Factors * AADT = Annual Average Daily Traffic (volumes for both directions where applicable) * Counts with an ID format of 6 digits have data extracted from FDOT count stations. AADT was extracted from the FDOT AADT Report and peak hour data was extracted from the station synopsis report. Peak hour data is raw data from the report with no additional factors applied. * Note: A six digit number in the "STATION ID" column identifies segment counted by FDOT Page 322 of 346 Roadway Name Location AADT Volume Traffic Counts and Level of Service Report Fall 2018 LOS V/C PM Pk Hr Pk Dir Pk Hr Service Capacity AM Pk Hr Pk Dir V/C LOS Volume STATION ID Last Count Year 5,509 SLASH PINE TRL to US 1INDRIO RD 920 356 114 C 0.409 341 C 0.392 2016 933 US 1 to OLD DIXIE HWYINDRIO RD 750 65 672 C 0.176 88 C 0.238 2016 4,567 US 1 to LENNARD RDJENNINGS RD 2,100 302 673 C 0.150 246 C 0.122 2016 10,500 EDWARDS RD to OKEECHOBEE RDJENKINS RD 880 529 133 C 0.637 568 C 0.684 2019 10,120 OKEECHOBEE RD to GRAHAM RDJENKINS RD 920 604 131 C 0.694 606 C 0.697 2017 10,120 GRAHAM RD to PETERSON RDJENKINS RD 630 604 131 D 0.959 606 D 0.962 2017 10,120 PETERSON RD to ORANGE AVEJENKINS RD 920 604 131 C 0.694 606 C 0.697 2017 2,500 ANGLE RD to L20JOHNSTON RD 1,070 170 674 B 0.447 164 B 0.432 2016 2,133 L20 to INDRIO RDJOHNSTON RD 1,070 135 675 B 0.355 132 B 0.347 2017 7,435 INDRIO RD to INDIAN RIVER C.L.JOHNSTON RD 1,070 449 135 C 0.591 449 C 0.591 2016 2,688 53RD ST to 25TH STJUANITA AVE 750 173 122 C 0.468 158 C 0.427 2017 3,415 25TH ST to US 1JUANITA AVE 750 191 120 C 0.516 187 C 0.505 2017 3,100 ANGLE RD to ST LUCIE BLVDKEEN RD 630 187 129 C 0.312 218 C 0.363 2019 12,800 OKEECHOBEE RD to CROSSROADS PKWYKINGS HWY 830 453 940757 C 0.546 516 C 0.622 2017 12,800 CROSSROADS PKWY to GRAHAM RDKINGS HWY 660 453 940757 C 0.686 516 C 0.782 2017 9,500 GRAHAM RD to PICOS RDKINGS HWY 660 341 940076 C 0.517 428 C 0.648 2017 9,500 PICOS RD to ORANGE AVEKINGS HWY 830 341 940076 C 0.411 428 C 0.516 2017 18,400 ORANGE AVE to ANGLE RDKINGS HWY 870 734 940077 C 0.844 810 C 0.931 2017 12,900 ANGLE RD to ST LUCIE BLVDKINGS HWY 830 550 940751 C 0.663 582 C 0.701 2017 15,300 ST LUCIE BLVD to INDRIO RDKINGS HWY 830 749 940006 C 0.902 793 C 0.955 2017 3,400 OLEANDER AVE to US 1KITTERMAN RD 750 223 124 C 0.603 203 C 0.549 2018 2,267 US 1 to LENNARD EXTKITTERMAN RD 750 129 678 C 0.349 131 C 0.354 2017 4,347 EDWARDS RD to 35TH STKIRBY LOOP RD 630 287 677 C 0.478 352 C 0.587 2016 19,524 US 1 to MELALEUCA BLVDLENNARD RD 1,710 1,128 325 D 0.660 1,082 D 0.633 2017 19,524 MELALEUCA BLVD to JENNINGS RDLENNARD RD 1,630 1,128 325 D 0.692 1,082 D 0.664 2017 9 * Volumes shown were adjusted using FDOT Seasonal Factors * AADT = Annual Average Daily Traffic (volumes for both directions where applicable) * Counts with an ID format of 6 digits have data extracted from FDOT count stations. AADT was extracted from the FDOT AADT Report and peak hour data was extracted from the station synopsis report. Peak hour data is raw data from the report with no additional factors applied. * Note: A six digit number in the "STATION ID" column identifies segment counted by FDOT Page 323 of 346 Roadway Name Location AADT Volume Traffic Counts and Level of Service Report Fall 2018 LOS V/C PM Pk Hr Pk Dir Pk Hr Service Capacity AM Pk Hr Pk Dir V/C LOS Volume STATION ID Last Count Year 6,074 EDWARDS RD to CORTEZ BLVDSUNRISE BLVD 600 482 511 D 0.803 423 D 0.705 2016 6,074 CORTEZ BLVD to VIRGINIA AVESUNRISE BLVD 750 482 511 D 0.643 423 D 0.564 2016 4,836 VIRGINIA AVE to OLEANDER AVESUNRISE BLVD 750 291 509 C 0.786 350 C 0.946 2016 3,833 OLEANDER AVE to 7TH STSUNRISE BLVD 1,540 239 708 C 0.346 277 C 0.401 2017 3,833 7TH ST to US 1SUNRISE BLVD 1,710 239 708 C 0.310 277 C 0.360 2017 16,520 US 1 to VILLAGE GREEN DRTIFFANY AVE 2,100 941 322 C 0.468 834 C 0.415 2016 4,740 VILLAGE GREEN DR to LENNARD RDTIFFANY AVE 2,100 246 320 C 0.122 265 C 0.132 2017 7,400 CASHMERE BLVD to CALIFORNIA BLVDTORINO PKWY 630 383 709 C 0.638 421 C 0.702 2018 4,300 CALIFORNIA BLVD to EAST TORINO PKWYTORINO PKWY 630 255 238 C 0.425 222 C 0.370 2018 7,500 COMMUNITY BLVD to VILLAGE PKWYTRADITION PKWY 1,710 892 711 D 0.522 1,025 D 0.599 2018 35,500 VILLAGE PKWY to W OF I-95TRADITION PKWY 3,170 1,795 712 C 0.581 1,819 C 0.589 2018 8,267 DARWIN BLVD to PORT ST LUCIE BLVDTULIP BLVD 790 596 713 D 0.754 463 D 0.586 2017 8,700 PORT ST LUCIE BLVD to DARWIN BLVDTULIP BLVD 790 609 714 D 0.771 470 D 0.595 2018 0 TURNPIKE FEEDER RD SB RAMP to US 1TURNPIKE FEEDER RD 660 No Data 940078 No Data No Data No Data No Data No Data 2015 11,500 INDIAN PINES BLVD to TURNPIKE FEEDER RD SB R...TURNPIKE FEEDER RD 870 598 940269 C 0.687 669 C 0.769 2017 14,500 INDRIO RD to INDIAN PINES BLVDTURNPIKE FEEDER RD 870 632 940745 C 0.726 778 C 0.894 2017 38,500 MARTIN C.L. to LENNARD RDUS 1 4,240 1,737 945071 C 0.417 2,177 C 0.522 2017 38,500 LENNARD RD to PORT ST LUCIE BLVDUS 1 4,040 1,737 945071 C 0.438 2,177 C 0.548 2017 41,500 PORT ST LUCIE BLVD to JENNINGS RDUS 1 3,020 1,278 945070 C 0.435 1,646 C 0.560 2017 41,500 JENNINGS RD to TIFFANY AVEUS 1 3,020 1,278 945070 C 0.435 1,646 C 0.560 2017 41,500 TIFFANY AVE to WALTON RDUS 1 3,020 1,278 945070 C 0.435 1,646 C 0.560 2017 58,500 WALTON RD to VILLAGE GREEN DRUS 1 3,020 1,854 945150 C 0.631 2,407 C 0.819 2017 51,500 VILLAGE GREEN DR to SPANISH LAKES BLVDUS 1 3,170 2,386 940265 C 0.772 2,452 C 0.794 2017 51,500 SPANISH LAKES BLVD to PRIMA VISTA BLVDUS 1 3,170 2,386 940265 C 0.772 2,452 C 0.794 2017 48,500 PRIMA VISTA BLVD to RIO MAR DRUS 1 3,170 1,404 940264 C 0.454 1,772 C 0.573 2017 16 * Volumes shown were adjusted using FDOT Seasonal Factors * AADT = Annual Average Daily Traffic (volumes for both directions where applicable) * Counts with an ID format of 6 digits have data extracted from FDOT count stations. AADT was extracted from the FDOT AADT Report and peak hour data was extracted from the station synopsis report. Peak hour data is raw data from the report with no additional factors applied. * Note: A six digit number in the "STATION ID" column identifies segment counted by FDOT Page 324 of 346 Planning and Development Services Department Planning Division M E M O R A N D U M TO:Planning and Zoning Commission THROUGH:Leslie Olson, AICP, Director Benjamin Balcer, Assistant Director FROM:Kristopher McCrain, Associate Planner DATE:February 7, 2020 SUBJECT:Text Amendment to the Land Development Code LDC Section 7.10.22 Car wash, Self-Service (TLDC-12201925658) This is a petition submitted by Gunster Law Firm, on behalf of 7-Eleven, Inc., to request a Text Amendment to Land Development Code Section 7.10.22 for Car Wash (Self-Service). The Text Amendment will provide a provision for a waiver review process from the requirement of an eight (8) foot masonry wall. The waiver is only eligible upon determination that the adjacent property is zoned commercial, and the adjacent property owner consents to the waiver. GENERAL INFORMATION: Applicant:7-Eleven, Inc.Agent of Record:Gunster Law Firm Grant Distel Robert Raynes, Jr., Esq. 900 SW Pine Island Road 800 SE Monterey Commons Blvd. Cape Coral, FL 33991 Stuart, FL 34996 BACKGROUND: On March 4, 1997, the Board of County Commissioners adopted the supplemental standards for Self-Service Car Washes via Ordinance 97-01. The standards require all related activity areas must be screened from all adjoining side and rear properties with an eight (8) masonry wall, or a wall constructed of similar materials. The wall shall be located a minimum of five (5) feet inside the side and rear property line. The wall shall be of similar composition, construction, and color and shall not include chain link fence, with or without slates or wooden screening materials. If any side property line is adjacent to any street right-of-way line, no screening wall will be required along that property line. The proposed Text Amendment will create a provision for the Board of County Commissioners to grant a waiver from this requirement upon a determination that the adjacent property is zoned commercial and the adjacent property owner consents to a waiver of the wall requirement. Page 325 of 346 Project Name: LDC Text Amendment (7.10.22-Self-Service Car Wash) File No.: TLDC-12201925658 2 TEXT AMENDMENT STANDARDS OF REVIEW AS SET FORTH IN SECTION 11.06.03, ST. LUCIE COUNTY LAND DEVELOPMENT CODE Pursuant to St. Lucie County Land Development Code (LDC) Section 11.06.03, the Development Review Committee (DRC) has reviewed the proposed Text Amendment to LDC Section 7.10.22 and found it to meet the technical requirements and standards of review. In reviewing this application for a text amendment to the LDC, the Planning and Zoning Commission shall consider and make the following determinations: A.Whether the proposed amendment is in conflict with any applicable portions of the St. Lucie County Land Development Code; The proposed text amendment is internally consistent with the remainder of the Land Development Code. The amendment creates a provision for the Board of County Commissioners to grant a waiver from the requirement of an eight (8) foot masonry wall upon a determination that the adjacent property is zoned commercial and the adjacent property owner consents to a waiver of the requirement of a wall. The text amendment will also remove subsection “B” entirely which refers to the required minimum lot size for parcels zoned CN (Commercial, Neighborhood). Additionally, a portion of subsection “D” will be eliminated which pertains to the maximum requirement of seven (7) vacuum stations. B.Whether the proposed amendment is in conflict with all elements of the St. Lucie County Comprehensive Plan; The proposed text amendment is consistent with all elements of the St. Lucie County Comprehensive Plan. The following specific goals, objectives, and policies from the Comprehensive Plan were analyzed: Objective 1.1.4: Implementing Land Development Code. Review and amend, as required, the County's Land Development Code which support the implementation of the Future Land Use Element, and the other components of the St. Lucie County Comprehensive Plan. Policy 1.1.4.1 - The Land Development Code shall maintain the specific and detailed provisions necessary to implement the adopted Comprehensive Plan, and which at as a minimum include the following: g)Provide minimum landscaping standards for all development that encourages the use and protection of native and drought tolerant species in lieu of exotic and water consumptive plants; Although the proposed Text Amendment would allow for a waiver to the required eight (8) foot masonry wall, this provision would only be applicable when abutting a commercial property. Furthermore, future car washes will require a five (5) foot landscape buffer and shall be landscaped with one (1) tree for every thirty (30) linear feet and one (1) shrub or vine for every five (5) linear feet. Additionally, all landscaping shall be irrigated in accordance with the provisions of Section 7.09.03 of this Code. C.Whether and the extent to which the proposed amendment is inconsistent with the existing and proposed land uses; The proposed text amendment to the St. Lucie County Land Development Code is not site specific but applies to the CN (Commercial, Neighborhood) Zoning District Countywide. The amendment would allow a waiver to be filed and considered concurrent to the Conditional Use process where an accessory self- service car wash is proposed. The Conditional Use Permit process ensures that any proposed waiver will be reviewed in context to the surrounding neighborhood through review of the location, design, intensity, configuration, and public facility impact in order to determine the appropriateness of the use and the compatibility with adjacent uses. Page 326 of 346 Project Name: LDC Text Amendment (7.10.22-Self-Service Car Wash) File No.: TLDC-12201925658 3 Conditional Uses may require additional conditions to make the uses compatible in their specific contexts. Furthermore, the Conditional Use process incorporates an extensive public input process by requiring mailed notice to all property owners within five-hundred (500) feet be heard at two (2) public hearings. LDC Section 7.09.03 - General (Landscape) Provisions will remain applicable. D.Whether there have been changed conditions that require an amendment; Conditions have not changed as to require an amendment. The applicant’s request is to allow for a provision for the Board of County Commissioners to grant a waiver from the requirement of an eight (8) foot masonry wall upon a determination that the adjacent property is zoned commercial, and the adjacent property owner consents to a waiver of the wall requirement. E.Whether and the extent to which the proposed amendment would result in demands on public facilities, and whether or to the extent to which the proposed amendment would exceed the capacity of such public facilities, including but not limited to transportation facilities, sewage facilities, water supply, parks, drainage, schools, solid waste, mass transit, and emergency medical facilities; The proposed text amendment will not result in additional demands on public facilities. Site specific facility impacts are addressed at the time of development application, independent of the wall requirements. All development is required to adhere to adopted Level of Service (LOS) and concurrency standards. F.Whether and the extent to which the proposed amendment would result in significant adverse impacts on the natural environment; Site specific environmental impacts will be addressed at the time of waiver application if necessary. All development activities are required to adhere the current environmental resource protection standards and standards of review for Conditional Use Permits and Site Plans. G.Whether and the extent to which the proposed amendment would adversely affect the property values in the area; The proposed amendment is not anticipated to adversely affect the property values areas eligible for the proposed waiver. To consider a wall waiver; 1) the adjacent property must be commercially zoned and 2) the adjacent property owner must consent to the waiver. Site specific neighborhood impacts will be addressed at the time of waiver application if deemed necessary by the Board of County Commissioners. H.Whether and the extent to which the proposed amendment would result in an orderly and logical development pattern specifically identifying any negative effects of such patterns; Site specific effects of a proposed change to existing development patterns will be addressed at the time of Conditional Use and Site Plan application. The proposed Text Amendment is limited to the Commercial, Neighborhood (CN) Zoning District. Car washes are classified as a permitted use within the Commercial, General (CG), Industrial, Light (IL), and Industrial, Heavy (IH) Zoning Districts, and are not subject to the supplemental standards outlined in LDC Section 7.10.22 – Car Wash (Self-Service). I.Whether the proposed amendment would be in conflict with the public interest, and is in harmony with the purpose and intent of this code; The proposed amendment is not in conflict with the public interest and is in harmony with the purpose and intent of this code. Any potential conflict with public interests associated with a site-specific request can be addressed through the associated Conditional Use and Site Plan process. Page 327 of 346 Project Name: LDC Text Amendment (7.10.22-Self-Service Car Wash) File No.: TLDC-12201925658 4 J.Any other matters that may be deemed appropriate by the Planning and Zoning Commission or the Board of County Commissioners, in review and consideration of the proposed amendment. The Planning and Zoning Commission and the Board of County Commissioners may raise other matters regarding the proposed Land Development Code Text Amendment. STAFF RECOMMENDATION: Staff finds this petition to meet the standards of review as set forth in Section 11.06.03 of the St. Lucie County Land Development Code, and is not in conflict with the goals, objectives, and policies of the St. Lucie County Comprehensive Plan. Staff recommends the Planning and Zoning Commission forward this petition to the Board of County Commissioners with a recommendation of approval. Page 328 of 346 Project Name: LDC Text Amendment (7.10.22-Self-Service Car Wash) File No.: TLDC-12201925658 5 SUGGESTED MOTIONS: MOTION TO APPROVE AFTER CONSIDERING THE TESTIMONY PRESENTED DURING THE PUBLIC HEARING, INCLUDING STAFF COMMENTS, AND THE STANDARDS OF REVIEW AS SET FORTH IN SECTION 11.06.03, ST. LUCIE COUNTY LAND DEVELOPMENT CODE, I HEREBY MOVE THAT THE PLANNING AND ZONING COMMISSION RECOMMEND THAT THE ST. LUCIE COUNTY BOARD OF COUNTY COMMISSIONERS GRANT APPROVAL TO THE PROPOSED TEXT AMENDMENT TO LAND DEVELOPMENT CODE SECTION 7.10.22 – CAR WASH (SELF- SERVICE), BY PROVIDING A WAIVER FROM THE REQUIREMENT OF AN EIGHT (8) FOOT MASONRY WALL UPON A DETERMINATION THAT THE ADJACENT PROPERTY IS ZONED COMMERCIAL, AND THE ADJACENT PROPERTY OWNER CONSENTS TO A WAIVER OF THE REQUIREMENT OF A WALL, BECAUSE... [CITE REASONS WHY - PLEASE BE SPECIFIC] MOTION TO DENY AFTER CONSIDERING THE TESTIMONY PRESENTED DURING THE PUBLIC HEARING, INCLUDING STAFF COMMENTS, AND THE STANDARDS OF REVIEW AS SET FORTH IN SECTION 11.06.03, ST. LUCIE COUNTY LAND DEVELOPMENT CODE, I HEREBY MOVE THAT THE PLANNING AND ZONING COMMISSION RECOMMEND THAT THE ST. LUCIE COUNTY BOARD OF COUNTY COMMISSIONERS DENY THE PROPOSED TEXT AMENDMENT TO LAND DEVELOPMENT CODE SECTION 7.10.22– CAR WASH (SELF-SERVICE), BY PROVIDING A WAIVER FROM THE REQUIREMENT OF AN EIGHT (8) FOOT MASONRY WALL UPON A Page 329 of 346 Project Name: LDC Text Amendment (7.10.22-Self-Service Car Wash) File No.: TLDC-12201925658 6 DETERMINATION THAT THE ADJACENT PROPERTY IS ZONED COMMERCIAL, AND THE ADJACENT PROPERTY OWNER CONSENTS TO A WAIVER OF THE REQUIREMENT OF A WALL, BECAUSE... [CITE REASONS WHY - PLEASE BE SPECIFIC] Page 330 of 346 Underline is for addition. Ordinance XXXX-XXX Strikethrough is for deletion. April 7, 2020 Page 1 ORDINANCE No.: 2020-XX File No.: TLDC-12201925658 AN ORDINANCE OF THE BOARD OF COUNTY COMMISSIONERS OF ST. LUCIE COUNTY, FLORIDA, AMENDING THE TEXT OF THE LAND DEVELOPMENT CODE, SECTION 7.10.22 – CAR WASHES, SELF- SERVICE; PROVIDING FOR CONFLICTING PROVISIONS; PROVIDING FOR SEVERABILITY; PROVIDING FOR APPLICABILITY; PROVIDING FOR FILING WITH THE DEPARTMENT OF STATE; PROVIDING AN EFFECTIVE DATE; PROVIDING FOR ADOPTION AND PROVIDING FOR CODIFICATION. WHEREAS, the Board of County Commissioners of St. Lucie County, Florida, (Board) based on the testimony and evidence, including but not limited to the staff report, has made the following determinations: 1.On August 1, 1990, the Board of County Commissioners of St. Lucie County, Florida, adopted the St. Lucie County Land Development Code. 2.On March 4, 1997, the Board of County Commissioners of St. Lucie County, Florida, adopted Ordinance 97-01 for the purpose of creating supplemental standards for self- service car washes, applicable to the CN (Commercial, Neighborhood) Zoning District, within the St. Lucie County Land Development Code. 3.On February 20, 2020, the Planning and Zoning Commission held a Public Hearing on the proposed ordinance, after publishing due notice in the St. Lucie News Tribune on _________ ____, 2020. The Planning and Zoning Commission recommended to the Board of County Commissioners approval/denial of the proposed text amendment to the St. Lucie County Land Development Code. 4.On _________ ____, 2020, the Board of County Commissioners held its first Public Hearing on the proposed ordinance, after publishing due notice in the St. Lucie News Tribune on _________ ____, 2020. 5.On _________ ____, 2020, the Board of County Commissioners held its second Public Hearing on the proposed ordinance, after publishing due notice in the St. Lucie News Tribune on _________, 2020. 6.The proposed amendments to the St. Lucie County Land Development Code are/are not consistent with the general purpose, goals, objectives, and standards of the St. Lucie County Comprehensive Plan and are in the best interest of the health, safety, and public welfare of the citizens of St. Lucie County, Florida. Page 331 of 346 Underline is for addition. Ordinance XXXX-XXX Strikethrough is for deletion. April 7, 2020 Page 2 NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF COUNTY COMMISSIONERS OF ST. LUCIE COUNTY, FLORIDA: PART A.THE SPECIFIC AMENDMENT TO THE ST. LUCIE COUNTY LAND DEVELOPMENT CODE ARE TO READ AS FOLLOWS: SECTION 7.10.11 – CAR WASHES, SELF SERVICE. In the CN (Commercial, Neighborhood) Zoning District, self-service car washes may be authorized as a conditional use, subject to meeting the standards of review set out in Section 11.07.00 and the following supplemental criteria: A.The car wash operation is considered to be a drive-through facility and is subject to the site plan submission requirements of Section 11.02.00. No application for conditional use will be considered complete until all minimum site plan criteria have determined to be met. B.The property on which the car wash is to be located shall be a minimum of ten thousand (10,000) square feet in size. B. The car wash, and all related activity areas shall be screened from all adjoining side and rear properties with an eight (8) masonry wall, or a wall constructed of similar materials. The wall shall be located a minimum of five (5) feet inside the side and rear property line. The wall shall be of similar composition, construction, and color and shall not include chain link fence, with or without slates or wooden screening materials. If any side property line is adjacent to any street right-of-way line, no screening wall will be required along that property line. The five (5) foot landscape buffer that is located on the outside of the masonry wall shall be landscaped with one (1) tree for every thirty (30) linear feet and with one (1) shrub or vine for every five (5) linear feet of wall length. At least five (5) feet of the area inside of the required wall along the side and rear property lines shall be landscaped with one (1) shrub or vine for every five (5) linear feet of wall length. All landscaping shall be irrigated in accord with the provisions of Section 7.09.03 of this Code. A strip of land at least fifteen (15) feet in depth shall be located between any abutting street right-of-way and the car wash, and its related activity areas, shall be landscaped to include one (1) tree for each thirty (30) linear feet of abutting right- of-way or major fraction thereof. In addition, a hedge, wall, or other durable landscaping barrier shall be placed along the interior perimeter of the landscaped strip. All landscaping shall be irrigated in accord with the provisions of Section 7.09.03 of this Code. C.No more than seven (7) car wash bays and seven (7) vacuum stations shall be allowed in any one (1) car wash facility. D.All car wash bays shall be enclosed on two (2) sides and covered by a permanent roof. Page 332 of 346 Underline is for addition. Ordinance XXXX-XXX Strikethrough is for deletion. April 7, 2020 Page 3 E.All on-site lighting fixtures shall be directed so that adjacent properties are not illuminated. In addition to the above mandatory standards and the standards of review set forth in Section 11.07.00 of this Code, in considering any application for Conditional Use the Board of County Commissioners may also consider reasonable limitations on the cash wash operations, including but not limited, the hours of business operation and the necessity for manned attendance during those business operation hours. If limitations are imposed on the hours of operation, or if manned attendance is required or if any other special limitation is imposed, the Board shall expressly include in any approval Resolution or other form of Final Development Order the specific reasons that such limitations have been determined to be necessary. F.Waiver. The Board of County Commissioners may grant a waiver from the requirement of an eight (8) foot masonry wall upon a determination that the adjacent property is zoned commercial and that the adjacent property owner consents to a waiver of the requirement of a wall. PART B. CONFLICTING PROVISIONS. Special acts of the Florida legislature applicable only to unincorporated areas of St. Lucie County, County ordinances and County resolutions, or parts thereof, in conflict with this ordinance are hereby superseded by this ordinance to the extent of such conflict. PART C. SEVERABILITY. If any portion of this Ordinance is for any reason held or declared to be unconstitutional, inoperative, or void, such holding shall not affect the remaining portions of this ordinance. If this ordinance or any provision thereof shall be held to be inapplicable to any person, property, or circumstance, such holding shall not affect its applicability to any other person, property, or circumstance. PART D. APPLICABILITY OF ORDINANCE. This ordinance shall be applicable in the unincorporated area of St. Lucie County. PART E. FILING WITH THE DEPARTMENT OF STATE. The Clerk is hereby directed forthwith to send a certified copy of this ordinance to the Bureau of Administrative Code and Laws, Department of State, The Capitol, Tallahassee, Florida 32304. PART F. EFFECTIVE DATE. This ordinance shall take effect upon filing with the Department of State. PART G. ADOPTION. Page 333 of 346 Underline is for addition. Ordinance XXXX-XXX Strikethrough is for deletion. April 7, 2020 Page 4 After motion and second, the vote on this resolution was as follows: Commissioner Cathy Townsend, Chair XXX Commissioner Chris Dzadovsky, Vice Chair XXX Commissioner Sean Mitchell XXX Commissioner Linda Bartz XXX Commissioner Frannie Hutchinson XXX PART H. CODIFICATION. Provisions of this ordinance shall be incorporated in the St. Lucie County Code and Compiled Laws, and the word "ordinance" may be changed to "section", "article", or other appropriate word, and the sections of this ordinance may be renumbered or relettered to accomplish such intention; provided, however, that Parts B through H shall not be codified. PASSED AND DULY ENACTED this _____ day of _______________, 2020 ATTEST: BOARD OF COUNTY COMMISSIONERS ST. LUCIE COUNTY, FLORIDA ___________________________ By: ___________________________ Deputy Clerk Chair APPROVED AS TO FORM AND CORRECTNESS: By: ___________________________ County Attorney Page 334 of 346 SUGGESTED MOTIONS: MOTION TO APPROVE AFTER CONSIDERING THE TESTIMONY PRESENTED DURING THE PUBLIC HEARING, INCLUDING STAFF COMMENTS, AND THE STANDARDS OF REVIEW AS SET FORTH IN SECTION 11.06.03, ST. LUCIE COUNTY LAND DEVELOPMENT CODE, I HEREBY MOVE THAT THE PLANNING AND ZONING COMMISSION RECOMMEND THAT THE ST. LUCIE COUNTY BOARD OF COUNTY COMMISSIONERS APPROVE THE PROPOSED TEXT AMENDMENT TO LAND DEVELOPMENT CODE SECTION 7.10.22, BECAUSE... [CITE REASONS WHY - PLEASE BE SPECIFIC] MOTION TO DENY AFTER CONSIDERING THE TESTIMONY PRESENTED DURING THE PUBLIC HEARING, INCLUDING STAFF COMMENTS, AND THE STANDARDS OF REVIEW AS SET FORTH IN SECTION 11.06.03, ST. LUCIE COUNTY LAND DEVELOPMENT CODE, I HEREBY MOVE THAT THE PLANNING AND ZONING COMMISSION RECOMMEND THAT THE ST. LUCIE COUNTY BOARD OF COUNTY COMMISSIONERS DENY THE PROPOSED TEXT AMENDMENT TO LAND DEVELOPMENT CODE SECTION 7.10.22, BECAUSE... [CITE REASONS WHY - PLEASE BE SPECIFIC] Page 335 of 346 Page 336 of 346 Page 337 of 346 Page 338 of 346 Page 339 of 346 Page 340 of 346 Page 341 of 346 St. Lucie County Land Development Code Section 7.10.22 – Car Washes, Self-Service 7.10.22. - Car Washes, Self-Service. In the CN (Commercial, Neighborhood) Zoning District, self-service car washes may be authorized as a conditional use, subject to the meeting the standards of review set out in Section 11.07.00 and the following supplemental criteria: A. The car wash operation is considered to be a drive-through facility and is subject to the site plan submission requirements of Section 11.02.00. No application for conditional use will be considered complete until all minimum site plan criteria have determined to be met. B. The property on which the car wash is to be located shall be a minimum of ten thousand (10,000) square feet in size. C. The car wash, and all related activity areas shall be screened from all adjoining side and rear properties with an eight (8) masonry wall, or a wall constructed of similar materials. The wall shall be located a minimum of five (5) feet inside the side and rear property line. The wall shall be of similar composition, construction, and color and shall not include chain link fence, with or without slates or wooden screening materials. If any side property line is adjacent to any street right-of-way line, no screening wall will be required along that property line. The five (5) foot landscape buffer that is located on the outside of the masonry wall shall be landscaped with one (1) tree for every thirty (30) linear feet and with one (1) shrub or vine for every five (5) linear feet of wall length. At least five (5) feet of the area inside of the required wall along the side and rear property lines shall be landscaped with one (1) shrub or vine for every five (5) linear feet of wall length. All landscaping shall be irrigated in accord with the provisions of Section 7.09.03 of this Code. A strip of land at least fifteen (15) feet in depth shall be located between any abutting street right-of-way and the car wash, and its related activity areas, shall be landscaped to include one (1) tree for each thirty (30) linear feet of abutting right-of-way or major fraction thereof. In addition, a hedge, wall, or other durable landscaping barrier shall be placed along the interior perimeter of the landscaped strip. All landscaping shall be irrigated in accord with the provisions of Section 7.09.03 of this Code. D. No more than seven (7) car wash bays and seven (7) vacuum stations shall be allowed in any one (1) car wash facility. E. All car wash bays shall be enclosed on two (2) sides and covered by a permanent roof. F. All on-site lighting fixtures shall be directed so that adjacent properties are not illuminated. In addition to the above mandatory standards and the standards of review set forth in Section 11.07.00 of this Code, in considering any application for Conditional Use the Board of County Commissioners may also consider reasonable limitations on the cash wash operations, including but not limited, the hours of business operation and the necessity for manned attendance during those business operation hours. If limitations are imposed on the hours of operation, or if manned attendance is required or if any other special limitation is imposed, the Board shall expressly include in any approval Resolution or other form of Final Development Order the specific reasons that such limitations have been determined to be necessary. Page 342 of 346 Page 343 of 346 Page 344 of 346 Page 345 of 346 Page 346 of 346