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HomeMy WebLinkAbout2023 12 11 Public Hearing 400 - Ellianos Coffee ShopPUBLIC HEARINGS AGENDA ITEM 400 CITY COMMISSION AGENDA | DECEMBER 11, 2023 REGULAR MEETING TITLE Ellianos Coffee Shop SUMMARY The applicant seeks approval of Final Engineering (Site Plan), Aesthetic Review and Development Agreement to construct a 8,644 SF site consisting of an 800 SF coffee shop and associated drive-through services on developed church property located at 1421 E. SR-434. The Foundry Church has 290 existing parking spaces. The site would reduce available church parking spaces by 29 spaces, thus yielding 261 available parking spaces to accommodate the proposed and existing uses. The Foundry Church’s Executive Pastor provided written permission on June 16, 2023 to apply for this request which is to use the church’s parking lot area to construct the proposed coffee shop. The proposed use of coffee shop aligns with two permitted uses described in the Settlement Agreement and Amendment to Annexation Ordinance No. 64, The Tuscawilla Planned Unit Development, Master Plan for the Tuscawilla Planned Unit Development and Related Matters, recorded and verified March 25, 1991. The proposed development appears to provide considerations for impervious surface and building footprint reductions, landscape enhancements, expedited service times, aesthetics enhancements, and the ability to activate a site currently utilized as a portion of a church parking lot. Planning & Zoning Board Vote: 4-0-0 (Ferrante/Spalthoff); November 02, 2023 FUNDING SOURCE N/A RECOMMENDATION Staff recommends that the City Commission hold a Public Hearing for Final Engineering,, Aesthetic Review and Development Agreement regarding the request to construct and operate a coffee shop in the Planned Unit Development District. 313 PUBLIC HEARINGS AGENDA ITEM CITY COMMISSION MONDAY, DECEMBER 11, 2023 | REGULAR MEETING TITLE Ellianos Coffee Shop – Site Plan Application, Aesthetic Review, and Development Agreement. SUMMARY The Community Development Department requests that the City Commission hold a Public Hearing to consider the Site Application, Aesthetic Review, and First Modification to the Development Agreement in order for the applicant to construct a ±800 sq. ft. coffee shop with a drive-thru on the subject property. General Information Applicant Christopher Potts Property Owner(s) Metro Church of Christ Inc. Location 1491 E. State Road 434 Winter Springs, FL 32708 Tract Size ±8.76 Acres Parcel ID Number 05-21-31-505-0000-0020 Zoning Designation PUD Planned Unit Development FLUM Designation Commercial Adjacent Land Use North: SR 434 East: Government Office South: Church West: Residential (Apartments) Principle building setbacks (from property line) Front: ±80 ft. Minimum: 25 ft. Maximum: 100 ft. Rear: N/A Side: ±80 ft. Minimum: 10 ft. Development Standards Impervious Surface: N/A Existing Parking Lot Building Height: 20 ft. Development Permits The Build Out/Remodel Certificate of Occupancy was issued for the existing church in 2006. Development Agreement First Modification to Development Agreement | Pending Code Enforcement Not Applicable City Liens Not applicable 314 P U B L I C H E A R I N G S A G E N D A I T E M | M O N D A Y , D E C E M B E R 1 1 , 2 0 2 3 | P A G E 2 O F 1 4 Background: The initial use of the site was as Vistawilla Shopping Center – Retail Center Anchor through Developer’s Agreement Tuscawilla Tract 15 Parcel 1-C recorded January 14, 1999, Book 3574 Pages 0529-541 (Exhibit J) that allowed for a Kash n’ Karry site with development criteria that included two existing ground-mounted signs along State Road 434. Commercial asphalt was added to the site in 1999. Plans submitted to the City of Winter Springs concerning remodeling to a church occurred in August 2005. A Build Out/Remodel Certificate of Occupancy was issued in August 2006 for “Metro Church” (Exhibit J). As of 2018, “The Foundry Church” replaced the entity displayed on the building. The applicant intends to occupy 21 parking spaces that exists on the northwest corner of the existing church parking lot for the development of an Ellianos Coffee Shop. Per, Exhibit J, the Settlement Agreement and Amendment to Annexation Ordinance No. 64, The Tuscawilla Planned Unit Development, Master Plan for the Tuscawilla Planned Unit Development and Related Matters, recorded March 25, 1991 with the Seminole County (Book 2277, Pages 0464-0498), hereby termed “Agreement,” the proposed use of coffee shop aligns with two permitted uses described in “Exhibit B” part one (1) of the Agreement. Those uses are “(ce.) Fast Food Restaurants, Including Drive-Through Services” and “(x.) Confectionary and Ice Cream Stores.” Also, part two of the permitted uses indicate the uses may be free-standing or part of an attached shopping center. The “Confectionary and Ice Cream Stores” classification, according to the North American Industry Classification System (NAICS), through the United States Census Bureau, is associated with NAICS code 722515 (Exhibit H). NAICS Code 722515 entitled Snack and Nonalcoholic Beverage Bars provides a list of related classifications that also includes “Coffee Shops, on Premises Brewing.” Therefore, through the NAICS the allowed and intended use of “Confectionary and Ice Cream Stores” and “Coffee Shops, on Premises Brewing,” respectively, may be related. The applicant seeks approval to construct an 8,644 SF site consisting of an 800 SF building with drive-through services within the existing church’s impervious parking lot area. The Foundry Church has 290 existing parking spaces. The site would result in a reduction of 29 parking spaces. Per submitted Civil Plans, Exhibit C, the site proposes to repurpose 21 spaces for development. Eight parking spaces will be assigned to the proposed development. The proposed business will not allow patrons to enter the building. Therefore, the required off-street parking requirement per Chapter 9, Article IV, Division 6, of the City’s Land Development Code, of one (1) parking space for each one hundred (100) square-feet of floor space for patron use in the building for the Restaurant, Nightclubs, Tearooms or Lunch Counters classification yields zero (800 SF/0 SF) parking spaces. Additionally, of the General Business and Retail Commercial classification, per City code, requiring one (1) parking space for per three hundred (300) square-feet of floor space in the building exclusive of storage space would at 315 P U B L I C H E A R I N G S A G E N D A I T E M | M O N D A Y , D E C E M B E R 1 1 , 2 0 2 3 | P A G E 3 O F 1 4 most require three (3) parking spaces (800SF/300SF=2.67). Submitted plans indicate eight (8) off-street parking spaces which exceeds the parking requirements of both classifications by five (5) parking spaces. The parking lot contains 290 parking spaces. As reflected in Exhibit C, plans depict 21 parking spaces being utilized for development with an additional eight (8) spaces for parking. The addition of the proposed development will decrease available parking from 290 to 261 parking spaces. Further, the church requires 110 general parking spaces (875 church seats at ratio of 1 parking space per 8 seats). The Calculation provided by the applicant is consistent with Article IV, Division 6, Section 9-277(21) and Section 9-277(26) of the Code of Ordinance of Winter Springs, FL as of the date of this report. Thus, 151 parking spaces remain (290 total parking spaces – 110 church parking spaces – 21 development spaces – 8 parking spaces) to accommodate additional parking needs of the parcel, such as to accommodate 1 parking space per church official resident and 0.5 parking spaces per permanent employee (if any). The Foundry Church’s Executive Pastor provided written permission, Exhibit B, on June 16, 2023 that gives Russell Krausmann permission to apply for a permit to use the church’s parking lot area through a ground lease agreement with Crucible Partners, LLC, dba Ellianos Coffee. Since the November 02, 2023 Planning and Zoning Board meeting, the applicant has submitted an updated plan set that adds a walk-up service window, that the applicant proposed to the Board. The plan set shows the walk-up service window along the northern façade of the proposed building. The additions provide enhancements to make the site more accessible for pedestrian travel along State Road 434. Updated interior elevations, civil plans, and the St. Johns River Water Management District permit were submitted after the meeting and are incorporated into the exhibits of this report. Public Notices: Notices were mailed to all owners of real property adjacent to and within approximately five-hundred feet (500) of the subject property and all Homeowner’s Associations within ½ mile (67 notices) Notices for the September 6, 2023 Community Workshop were proofed for mailing on August 18, 2023. The notice incorrectly advertised the meeting location as 126 E State Road 434 Suite 1600, Winter Springs, FL 32708. The correct address, 1126 E State Road 434, Winter Springs, FL 32708, was posted on the door of the advertised location by staff on the meeting date. No interested parties were present at the advertised address to direct to the correct address. Notices for an October 5, 2023 Planning and Zoning Board and October 23, 2023 City Commission Meetings were proofed for mailing on September 25, 2023. These public hearing meeting dates were postponed as a result of newly submitted plans/reports for review. A postponed notice was posted at the door of City Hall Chambers for the 316 P U B L I C H E A R I N G S A G E N D A I T E M | M O N D A Y , D E C E M B E R 1 1 , 2 0 2 3 | P A G E 4 O F 1 4 October 5, 2023 Planning and Zoning Board Meeting and October 23, 2023 City Commission Meeting. Notices aforementioned are provided in Exhibit I. Notices for the November 02, 2023 Planning and Zoning Board and December 11, 2023 City Commission Meetings were issued for mailing on October 18, 2023. Signage was posted on site on October 20, 2023. Analysis of Site and Final Engineering (Sec. 20-33.1) Criteria: The criteria for Site and Final Engineering Plans are listed below: (a) Site and final engineering plans and the subdivision of land shall also be subject to the technical requirements set forth in Chapter 9 of the City Code. It is the intent of this section to apply to applications for site and final engineering plans and to any subdivision of land requiring a plat, if applicable, and does not include review and approval of a lot split application. Please see discussion below regarding technical requirements of Chapter 9. The Final Engineering Plans have been reviewed by the City’s engineer, concluding that the Plans satisfy the technical requirements provided the conditions of approval set forth below are met. (b) Except in situations involving one (1) single-family home, the planning and zoning board shall be required to review all site and final engineering plan and subdivision of land applications and make a written recommendation to the city commission. Such recommendation shall include the reasons for the board's recommendation and show the board has considered the applicable criteria set forth in this section. (c) Upon receipt of the planning and zoning board's recommendation, the city commission shall make a final decision on the application. If the city commission determines that the planning and zoning board has not made a recommendation on an application within a reasonable period of time, the city commission may, at its discretion, consider an application without the planning and zoning board's recommendation. (d) Except in situations involving one (1) single-family home, all site and final engineering plan and subdivision recommendations and final decisions shall be based on whether the site and final engineering plan and subdivision of land complies with all the technical requirements set forth in chapter 9 of the City Code and the following criteria to the extent applicable: (1) Whether the applicant has demonstrated the site and final engineering plan and subdivision of land, including its proposed density, height, scale and intensity, hours of operation, building and lighting design, setbacks, buffers, noise, refuse, odor, particulates, smoke, fumes and other emissions, parking and traffic-generating characteristics, number of persons anticipated using, residing or working under the plan, and other off-site impacts, is compatible and harmonious with adjacent land uses, and will not adversely impact land use activities in the immediate vicinity. 317 P U B L I C H E A R I N G S A G E N D A I T E M | M O N D A Y , D E C E M B E R 1 1 , 2 0 2 3 | P A G E 5 O F 1 4 Analysis: The project proposes a ±8,644 sq. ft. site consisting of a one-story, 800 sq. ft. coffee shop (engineering calculates 820 sq. ft.), with associated drive-throughs, within the existing parking lot through a lease agreement with the landowner. The Foundry Church’s Executive Pastor, J. Douglas Meyers, provided written permission, Exhibit B, on June 16, 2023 to Russel Krausmann to apply for using the church’s parking lot area through a ground lease agreement with Crucible Partners, LLC, to be used for an Ellianos Coffee establishment. The Floor Area Ratio (FAR) for a parcel comparison is 0.002 (8.76 acres); 0.093 (8,644 sq. ft) as a site comparison. Noise, refuse, odor, particulates, smoke, fumes, and other emissions are not expected to be more than typical business operations of a standalone coffee shop, and therefore not projected to become a nuisance. Additionally, the building is proposed to be 20 feet in height, include fiber cement siding with metal trim, incorporate canopy and wall mounted lighting, may have hours of operation ranging from 5:30am – 9:00pm daily (based on other Ellianos Coffee Shop hours of operation within the central Florida region) with staffing numbers varying based on operational demands. The proposed site will be setback approximately 80 feet from the front and side property lines. The parcel’s entire western property line is equipped with trees and hedges that aide in obscuring visibility from the adjacent parcel. Additionally, the Dimension Plan provided in Exhibit C indicates planned landscaping is proposed to obscure visibility of drive-thru pick up windows from surrounding residential properties and right-of-way. This additional landscaping feature satisfies the requirement of Chapter 20, Article VI, Division 2, Section 20-473(k) of the city’s code. A traffic access study report, Exhibit G, was submitted by the applicant, from Buckholz Traffic, indicates all minor movements at all four intersections currently operate at a Level of Service of B or better during the weekday AM peak hour, and at a Level of Service rating of C during the weekday PM peak hour, under existing conditions with minimal queuing and with a volume-to-capacity ratio well less than one. Buckholz Traffic determined this will continue to be the case under 2024 build conditions and that the new development will not change the connection spacing situation along State Road 434 (SR 434). The dual drive-through is proposed to accommodate ten (10) vehicles as per Exhibit D’s vehicle stacking model with an average daily service time of 1.998 minutes per vehicle during the establishment’s peak daily sales. The service time per vehicle was calculated with consideration of vehicles arriving every 2.28 minutes. Theoretically, this yields a 0.282-minute overlap from the time a customer is serviced to the time an additional customer arrives during the highest projected demand proposed to occur between the hours of 08:00 am to 9:00 am amounting to a total of 53 visits. The proposed coffee shop will share a parcel consisting of a church and retail commercial establishments that are located south of the proposed site. The property located to the east is developed county-owned property containing a government office (1495 E SR 434). The property located to the west is zoned Planned Unit Development (PUD) Tuskawilla Tract 15 Parcel 1-C, addressed 440 Courtney Springs Circle, is a 23.86-acre site consisting of luxury apartment homes with a Commercial Future Land Use. The subject site will be located approximately 87 feet away from the 318 P U B L I C H E A R I N G S A G E N D A I T E M | M O N D A Y , D E C E M B E R 1 1 , 2 0 2 3 | P A G E 6 O F 1 4 western property line, and approximately 190 feet from the most adjacent residence. Therefore, the proposed coffee shop is not deemed to adversely impact land use activities in the immediate vicinity. The applicant intends to utilize the existing multi- tenant monument sign located on the northwestern corner of the property. (2) Whether the applicant has demonstrated the size and shape of the site, the proposed access and internal circulation, and the design enhancements to be adequate to accommodate the proposed density, scale and intensity of the site and final engineering plan requested. The site shall be of sufficient size to accommodate design amenities such as screening, buffers, landscaping, open space, off-street parking, safe and convenient automobile, bicycle, and pedestrian mobility at the site, and other similar site plan improvements needed to mitigate against potential adverse impacts of the proposed use. Analysis: The parcel currently provides four (4) points of access for ingress and egress. Two are located along Vistawilla Drive, and two are located along SR 434. The proposed site plan positions the building adjacent to northwestern entryway along SR 434. On-site improvements include landscape screening for dumpster area and western side of drive-thru area with podocarpus shrubs, and the incorporation of canopy/shade and understory trees (Live Oak and Crape Myrtle respectively). Additionally, live oak and crape myrtle trees will be incorporated at focal entry points. Off-street parking is satisfied by the existing parking lot, and the paving and grading plan proposes to make use of existing catch basin(s) for stormwater management. The Dimension Plan provided in Exhibit C indicates planned landscaping is proposed to obscure visibility of drive-thru pick up windows from surrounding residential properties and right-of-way, a requirement of City code. (3) Whether the proposed site and final engineering plan and subdivision of land will have an adverse impact on the local economy, including governmental fiscal impact, employment, and property values. Analysis: The development is not expected to have an adverse impact on the local economy. The proposed development is anticipated to add to the local economy by means of providing residents and visitors alike another option for food and drink. Additionally, like and comparable business commercial service types were researched for proximity to the proposed site. The closest standalone coffee shop within the city, compared to the proposed site, is approximately two (2.0) miles west located at 1220 E SR 434. The closest eastern establishment serving coffee with comparable service within the city is located at 1501 E Sr 434 within a gas station that is less than one mile east from the proposed site. At the time of this report, no additional establishments providing a similar service within a two-mile radius of the subject site within the geographical limits of the city’s jurisdiction was located. Lastly, the proposed site is located is located approximately 0.4 miles from Florida State Road 417 (FL-417) toll road’s entrance/exit ramps. Proximity to this roadway, as well as the closest business of similar service were considered in determining an appropriate search radius of similar business. 319 P U B L I C H E A R I N G S A G E N D A I T E M | M O N D A Y , D E C E M B E R 1 1 , 2 0 2 3 | P A G E 7 O F 1 4 (4) Whether the proposed site and final engineering plan and subdivision of land will have an adverse impact on the natural environment, including air, water, and noise pollution, vegetation and wildlife, open space, noxious and desirable vegetation, and flood hazards. Analysis: The subject parcel is developed. The new development will add vegetation, including trees and shrubs and make use of existing stormwater catch basin(s) that is local to the site. To note, the site as it exists at the time of this report is a parking lot. Therefore, development incorporating additional trees and shrubs to the existing impervious parking lot provides benefits that reduces the existing pavement area and is not deemed to increase any adverse impact on the natural environment than what may currently exist. Additionally, Exhibit L provides the St. Johns River Water Management Distrist’s permit indicating through condition 17, that the District does not foresee adverse water resource-related impacts. (5) Whether the proposed site and final engineering plan and subdivision of land will have an adverse impact on historic, scenic, and cultural resources, including views and vistas, and loss or degradation of cultural and historic resources. Analysis: It is not anticipated that the proposed development will have an adverse impact on any historic, scenic, or cultural resources, including views and vistas, and loss or degradation of cultural and historic resources. It is important to note that the property owner’s indication of approval was provided by the Executive Pastor of the church (owner) on stationary with the following phrase: “May God work in you to create a BETTER YOU and may God work through you to create a BETTER WORLD.” The site, as it exists at the time of this report, is a parking lot. The proposed development enhances and activates the site to become a better use of an existing parking lot. It does so by not only reducing the existing impervious surface area, but also provides space for a revenue generating establishment. The proposed site betters the view of the area by adding Live Oak and Crape Myrtle trees, as well as Podocarpus shrubs, and provides for a revenue generating establishment with a reduced building footprint (800 sq. ft.), as compared to similar establishments that would require more space. (6) Whether the proposed site and final engineering plan and subdivision of land will have an adverse impact on public services, including water, sewer, stormwater and surface water management, police, fire, parks and recreation, streets, public transportation, marina and waterways, and bicycle and pedestrian facilities. Analysis: The proposed development will include the following public services; water, sewer, stormwater management, police, and fire (Seminole County Fire Department). Water and sewer are available on-site and there is sufficient capacity to accommodate the proposed development. The proposed development is not projected to pose an adverse impact. Additionally, the City’s contracted engineering firm calculated the building at 820 sq. ft. with a total flow of 470 GPD. This increases the civil plan calculation by 20 sq. ft. Stormwater plans indicate to make use of existing parking lot catch basin with adjustments to be made for grade. Emergency services 320 P U B L I C H E A R I N G S A G E N D A I T E M | M O N D A Y , D E C E M B E R 1 1 , 2 0 2 3 | P A G E 8 O F 1 4 are proposed to be satisfied via the Fire Safety Plan submitting with Exhibit C that indicates how to maneuver the site along with indication of hydrant placement. The proposed site is located along SR-434 which has a pedestrian sidewalk enhanced with existing landscaping. (7) Whether the site and final engineering plan and subdivision of land, and related traffic report and plan provided by the applicant, details safe and efficient means of ingress and egress into and out of the neighborhood and adequately addresses the impact of projected traffic on the immediate neighborhood, traffic circulation pattern for the neighborhood, and traffic flow through immediate intersections and arterials. Analysis: A traffic access study report, Exhibit G, submitted by the applicant, indicates all minor movements at all four intersections currently operate at a Level of Service of B or better during the weekday AM peak hour, and at a Level of Service rating of C during the weekday PM peak hour, under existing conditions with minimal queuing and with a volume-to-capacity ratio well less than one. Buckholz Traffic determined this will continue to be the case under 2024 build conditions and that the new development will not change the connection spacing situation along State Road The dual drive-through is proposed to accommodate ten (10) vehicles as per Exhibit D’s vehicle stacking model with an average daily service time of 1.998 minutes per vehicle during the establishment’s peak daily sales. The service time per vehicle was calculated with consideration of vehicles arriving every 2.28 minutes. Theoretically, this yields a 0.282-minute overlap from the time a customer is serviced to the time an additional customer arrives during the highest projected demand projected to occur between the hours of 08:00 am to 9:00 am amounting to a total of 53 visits. (8) Whether the proposed site and final engineering plan and subdivision of land will have an adverse impact on housing and social conditions, including variety of housing unit types and prices, and neighborhood quality. Analysis: The proposed development is not projected to have any adverse impact on housing or social conditions as the intended use is a drive-through coffee shop that provides vegetative enhancements and a revenue generating establishment proposed to be in an existing parking lot that currently lacks such enhancements. (9) Whether the proposed site and final engineering plan and subdivision of land avoids significant adverse odor, emission, noise, glare, and vibration impacts on adjacent and surrounding lands regarding refuse collection, service delivery, parking and loading, signs, lighting, and other sire elements. Analysis: It anticipated that the proposed development will not emit odors, noise, glares, or vibrations that will adversely impact adjacent properties. Adequate parking, lighting, refuse collection, service delivery, and other necessary elements such as dual drive through windows are proposed. Additionally, the proposed building will be utilized for, and wholly contain, the operations of the business. Services shall be rendered via dual drive-through windows. Customers will not enter the building, and not count towards the parking calculation of the site. 321 P U B L I C H E A R I N G S A G E N D A I T E M | M O N D A Y , D E C E M B E R 1 1 , 2 0 2 3 | P A G E 9 O F 1 4 (10) Whether the applicant has provided an acceptable security plan for the proposed establishment to be located on the site and final engineering plan and subdivision of land that addresses the safety and security needs of the establishment and its users and employees and minimizes impacts on the neighborhood, if applicable. Analysis: Elevations and colored renderings, Exhibit E, illustrates that the parking lot and building area will be lit with lighting on site. Additionally, the fire safety plan calls out the proposed route for a fire engine to navigate the site, and the existing fire hydrant that is located south of the proposed site. Additionally, customers will not be entering the building, reducing the potential for user safety issues. (11) Whether the applicant has provided on the site and final engineering plan and subdivision of land an acceptable plan for the mass delivery of merchandise for new large footprint buildings (greater than twenty thousand (20,000) square feet) including the hours of operation for delivery trucks to come into and exit the property and surrounding neighborhood, if applicable. Analysis: The proposed development encompasses approximately 8,644 SF consisting of an 800 SF building. Therefore, this is not proposed to be a large footprint building necessitating mass merchandise delivery. (12) Whether the applicant has demonstrated that the site and final engineering plan and subdivision of land have been designed to incorporate mitigative techniques and plans needed to prevent adverse impacts addressed in the criteria stated herein or to adjacent and surrounding uses and properties. Analysis: The proposed use on the subject site is a drive-through coffee shop developed within an existing parking lot. The proposed site provides the following measures to mitigate adverse impacts: 1. Reduces required impervious surface: a. Reduces parking requirements by not servicing customers within the proposed building. b. Reduces the potential gross square-footage of the site by rendering services only via drive-through windows. The required building consists of 800 sq. ft. (engineering calculates 820 sq. ft.) 2. Provides site enhancements: a. Cape Myrtles, Live Oaks, and Podocarpus shrubs incorporated to beautify and buffer b. Reduces existing impervious surface. 3. Makes use of an existing site a. Tree removal not required. (13) Whether the applicant has agreed to execute a binding development agreement required by city to incorporate the terms and conditions of approval deemed necessary by the city commission including, but not limited to, any mitigative techniques and plans required by City Code. 322 P U B L I C H E A R I N G S A G E N D A I T E M | M O N D A Y , D E C E M B E R 1 1 , 2 0 2 3 | P A G E 1 0 O F 1 4 Analysis: The execution of the binding Modification to the existing Development Agreement is pending. Water and Sewer: The proposed development will utilize an existing water main located on the property just south of the proposed site. Water Concurrency: As proposed by the applicant, the water service for the building shall be potable with an expected 50 gallons per day per 100 sq. ft. of floor space plus 15 gallons per day per employee, at four (4) employees. The rate per minute was calculated using an eight (8) hour day with a peaking factor of 4.0. The wastewater demand was calculated similarly with a peaking factor of 3.35. Potable Water Demand 50 GPD (800 sq. ft./100 sq. ft.) + 15 GPD (4 Employees) = 460 GPD 460 GPD / (8HR/Day * 60 Min/HR) * 4.0 Peaking Factor = 3.83 GPM Wastewater Demand 50 GPD (800 sq. ft./100 sq. ft.) + 15 GPD (4 Employees) = 460 GPD 460 GPD / (8 HR/Day * 60 Min/HR) * 3.5 Peaking Factor = 3.35 GPM The City’s contracted engineering firm calculated the building at 820 sq. ft. with a total flow of 470 GPD. Stormwater: The stormwater management system for this project is proposed to connect to existing drainage system(s) located on site. St. Johns River Water Management District (SJRWMD): SJRWMD Permit Number 29379—11 Issue Date: November 29, 2023 The SJRWMD Permit, Exhibit L, provides enumerated conditions for compliance pertaining to state water requirements including, but not limited to performance- based erosion and sediment control management wherein conditions within the permit discuss activity, posting, scheduling, transferability, final operation and maintenance, required regulatory changes, prehistoric or historical artifacts, wetland/surface water, adverse impacts, biannual inspections, etc. Transportation: The proposed development will have four (4) means of ingress/egress, two along Vistawilla Drive, and two along SR 434. The traffic study submitted by the applicant indicated that there will be minimal to no impact for AM and PM peak hour traffic conditions at intersections, and determined this will continue to be the case under 323 P U B L I C H E A R I N G S A G E N D A I T E M | M O N D A Y , D E C E M B E R 1 1 , 2 0 2 3 | P A G E 1 1 O F 1 4 2024 build conditions wherein the new development will not change the connection spacing situation along SR 434. Parking Analysis: Overall, the addition of the proposed development will decrease available parking from 290 to 261 parking spaces. 151 parking spaces remain to accommodate additional parking needs of the parcel such as to accommodate 1 parking space per church official resident and 0.5 parking spaces per permanent employee (if any). Aesthetic Review: Pursuant to Section 9-603, which sets forth guidelines and minimum standards for Aesthetic Review packages, staff has utilized the below criteria in Section 9-603 to determine the following. The attached Aesthetic Review package includes all of the submittal requirements for aesthetic review as set forth in Section 9-600 through 9- 607 and include the following: (a) a site plan; (b) elevations illustration all sides of structures facing public streets or spaces; (c) illustrations of all walls, fences, and other accessory structures and the indication of height and their associated materials; (d) elevation of proposed exterior permanent signs or other constructed elements other than habitable space, if any; (e) illustrations of materials, texture, and colors to be used on all buildings, accessory structures, exterior signs; and (f) other architectural and engineering data as may be required. The procedures for review and approval are set forth in Section 9-603. Aesthetic Review 1. The plans and specifications of the proposed project indicate that the setting, landscaping, proportions, materials, colors, texture, scale, unity, balance, rhythm, contrast, and simplicity are coordinated in a harmonious manner relevant to the particular proposal, surrounding area and cultural character of the community. Analysis: The proposed exterior color palette provides a modern commercial aesthetic that is dissimilar to the surrounding development. The exterior color palette includes dark tones such as tobacco, black, and dark bronze. Overall, the architectural intent of the proposed project includes architecture that enhances, and is complementary to, the styles of architecture along SR 434. 2. The plans for the proposed project are in harmony with any future development which has been formally approved by the city within the surrounding area. Analysis: The proposed project is similar terms of color palette and overall architectural design. The project will elevate the aesthetics of this section of the SR 434 corridor. 324 P U B L I C H E A R I N G S A G E N D A I T E M | M O N D A Y , D E C E M B E R 1 1 , 2 0 2 3 | P A G E 1 2 O F 1 4 3. The plans for the proposed project are not excessively similar or dissimilar to any other building, structure or sign which is either fully constructed, permitted but not fully constructed, or included on the same permit application, and facing upon the same or intersecting street within five hundred (500) feet of the proposed site, with respect to one or more of the following features of exterior design and appearance: a. Front or side elevations; b. Size and arrangement of elevation facing the street, including reverse arrangement; or c. Other significant features of design such as, but not limited to: materials, roof line, hardscape improvements, and height or design elements. Analysis: The overall aesthetic of the project provides similar colors to other buildings located on the parcel without being overly similar. The building’s colors are of a darker tone but not identical. The buildings details include fiber cement and metal trim which complement the overall façade. Windows along the on the front facade of the building that will face SR-434 is similar to the existing building on the parcel. The proposed design shares appropriate intent without being too similar or dissimilar to surrounding properties. The proposed building sign is similar to existing signage on the property. 4. The plans for the proposed project are in harmony with, or significantly enhance, the established character of other buildings, structures or signs in the surrounding area with respect to architectural specifications and design features deemed significant based upon commonly accepted architectural principles of the local community. Analysis: The proposed project enhances the character and overall aesthetics of the surrounding area. Design features incorporated into the project, such as the color palette and siding make it similar but not identical to other buildings in the area. 5. The proposed project has incorporated significant architectural enhancements such as concrete masonry units with stucco, wrought iron, columns and piers, porches, arches, planting areas, display windows, and other distinctive design detailing and promoting the character of the community. Analysis: The proposed development is designed to contribute to the quality of architectural styles. Items including fiber cement, metal trim, planting areas, and lighting, windows facing SR 434, although dissimilar to existing developments in the area, provides for an enhancement to the SR 434 corridor’s aesthetic in an area that may support neighboring residents and churchgoers alike. 325 P U B L I C H E A R I N G S A G E N D A I T E M | M O N D A Y , D E C E M B E R 1 1 , 2 0 2 3 | P A G E 1 3 O F 1 4 Reports: The Final Engineering submittal is required to include the following reports or updates of previously prepared reports for the same property. Reports May 2023 Traffic Access Study Report | Buckholz Traffic September 2023 Fire Flow Calculations Procedural History: June 27, 2023 Site Plan Review Application | SP2023-0034 Aesthetics Review Application | AR2023-00000035 September 06, 2023 Community Workshop November 02, 2023 Planning & Zoning Board/Local Planning Agency | Site Plan, Aesthetics, and Development Agreement Applicable Law, Public Policy, and Events: Florida Statutes 163.2511-163.3246: Growth Policy; County and Municipal Planning; Land Development Regulation (Provides that land development regulations for municipal planning be consistent with the Comprehensive Plan). Home Rule Powers City of Winter Springs Comprehensive Plan City of Winter Springs Code of Ordinances Ch. 20, Article VI – S.R. 434 Corridor Vision Plan. Ch. 20, Sec. 20-464 Building height. Ch. 20, Sec. 20-601. – Streetscape Requirements. Fiscal Impact: Development of the subject property as a coffee shop is anticipated to provide an increase to the City’s taxable value, as well as serve as a catalyst for future commercial development in the surrounding area. Development Agreement: Pursuant to Section 20-29 of the City Code, all development projects requiring a community workshop pursuant to Section 20-29.1 shall be required to be memorialized in a binding Development Agreement executed by the City and the property owner. The draft Development Agreement is enclosed as an Exhibit hereto. 326 P U B L I C H E A R I N G S A G E N D A I T E M | M O N D A Y , D E C E M B E R 1 1 , 2 0 2 3 | P A G E 1 4 O F 1 4 Staff Recommendation: Staff recommends that the City Commission hold a public hearing and make a recommendation regarding the request to construct and operate in the Planned Unit Development District subject to the following conditions: 1. Execution of the proposed development agreement. 2. Substantial conformance to Exhibit C – Civil Plans, Exhibit D – Vehicle Stacking, and Exhibit E – Elevations and Colored Renderings. 3. The use of ground-mounted or monument signs shall remain restricted as set forth in the Developer’s Agreement for Tuscawilla Tract 15 Parcel 1-C, recorded at Official Records Book 3574, Pages 0532 through 0533, Public Records of Seminole County, Florida. Attachments: Exhibit A – Site Plan & Aesthetic Review Applications Exhibit B – Property Owner Permission Letter Exhibit C – Civil Plans Exhibit D – Vehicle Stacking Exhibit E – Elevations and Colored Renderings Exhibit F – Fire Flow Calculations Exhibit G – Traffic Access Study Report Exhibit H – NAICS Classification Exhibit I – Mailing List and Public Notices Exhibit J – Previous Agreements Exhibit K – Development Agreement Exhibit L – St. Johns River Water Management District Permit 29379-11 327 328 329 330 331 332 333 334 335 ELLIANOS COFFEE SHOPWINTER SPRINGSSHEET TITLE:CLIENT:PROJECT:DATE:ENGINEEROF RECORD:CRUCIBLE PARTNERS LLCORLANDO, FLDRWNNO.DATER E V I S I O N SAPPRDESCRIPTIONSHEET NO:PROJECT NO:NOVEMBER 2023499-23-03TIMOTHY J. BOEHLEIN, P.E.FLORIDA LICENSE NO. 96416THIS DOCUMENT HAS BEEN ELECTRONICALLYSIGNED AND SEALED BY TIMOTHY J. BOEHLEIN, PEON NOVEMBER 27, 2023 USING A DIGITAL SIGNATURE.PRINTED COPIES OF THIS DOCUMENT ARE NOTCONSIDERED SIGNED AND SEALED, AND THE SIGNATUREMUST BE VERIFIED ON ANY ELECTRONIC COPIES.STATE OFNo. 96416TI MOTHY J BOEHLEI NPROFESSIONAL ENGIN E ER LICENSEFLORIDAELLIANOS COFFEE SHOPWINTER SPRINGSSHEET TITLE:CLIENT:PROJECT:DATE:ENGINEEROF RECORD:CRUCIBLE PARTNERS LLCORLANDO, FLDRWNNO.DATER E V I S I O N SAPPRDESCRIPTIONSHEET NO:PROJECT NO:NOVEMBER 2023499-23-03TIMOTHY J. BOEHLEIN, P.E.FLORIDA LICENSE NO. 96416THIS DOCUMENT HAS BEEN ELECTRONICALLYSIGNED AND SEALED BY TIMOTHY J. BOEHLEIN, PEON NOVEMBER 27, 2023 USING A DIGITAL SIGNATURE.PRINTED COPIES OF THIS DOCUMENT ARE NOTCONSIDERED SIGNED AND SEALED, AND THE SIGNATUREMUST BE VERIFIED ON ANY ELECTRONIC COPIES.STATE OFNo. 96416TI MOTHY J BOEHLEI NPROFESSIONAL ENGIN E ER LICENSEFLORIDANTSBAKERUNIONBR A D F O R D CLAYST JOHNSDUVALNASSAURIVERHERNANDOPASCOHILLSBOROUGHPOLKINDIANBREVARDOSCEOLA ORANGESEMINOLELAKESUMTERCITRUSMARIONVOLUSIAFLAGLERPUTNAMALACHUAMARTINST LUCIEOKEECHOBEEHIGHLANDSHARDEEMANATEESARASOTADESOTOGLADESCHARLOTTELEEHENDRYCOLLIERMONROEDADEBROWARDPALM BEACHFRANKLINGULFLIBERTYCA L H O U N JACKSONBAYWA S H I N G T O NHOLMESWALTONOK A L O O S ASANTA ROSAESCAMB I A GADSENWAKULLALEONJEF F E R S O N LAFAYETTETAYLORMADISONHAMILTONSUWANNEECOLU M B I APINELLASLEVYGILCHRISTDIXIELOCATION OF PROJECTJ:\499-23-03 - Ellianos Coffee - Seminole County\Production\Civil\Sheets\C0.0 Cover Sheet.dwg, 11/27/2023 3:04:04 PM, MichaelP,DWG To PDF.pc3 336 ELLIANOS COFFEE SHOPWINTER SPRINGSSHEET TITLE:CLIENT:PROJECT:DATE:ENGINEEROF RECORD:CRUCIBLE PARTNERS LLCORLANDO, FLDRWNNO.DATER E V I S I O N SAPPRDESCRIPTIONSHEET NO:PROJECT NO:NOVEMBER 2023499-23-03TIMOTHY J. BOEHLEIN, P.E.FLORIDA LICENSE NO. 96416THIS DOCUMENT HAS BEEN ELECTRONICALLYSIGNED AND SEALED BY TIMOTHY J. BOEHLEIN, PEON NOVEMBER 27, 2023 USING A DIGITAL SIGNATURE.PRINTED COPIES OF THIS DOCUMENT ARE NOTCONSIDERED SIGNED AND SEALED, AND THE SIGNATUREMUST BE VERIFIED ON ANY ELECTRONIC COPIES.STATE OFNo. 96416TI MOTHY J BOEHLEI NPROFESSIONAL ENGIN E ER LICENSEFLORIDAELLIANOS COFFEE SHOPWINTER SPRINGSSHEET TITLE:CLIENT:PROJECT:DATE:ENGINEEROF RECORD:CRUCIBLE PARTNERS LLCORLANDO, FLDRWNNO.DATER E V I S I O N SAPPRDESCRIPTIONSHEET NO:PROJECT NO:NOVEMBER 2023499-23-03TIMOTHY J. BOEHLEIN, P.E.FLORIDA LICENSE NO. 96416THIS DOCUMENT HAS BEEN ELECTRONICALLYSIGNED AND SEALED BY TIMOTHY J. BOEHLEIN, PEON NOVEMBER 27, 2023 USING A DIGITAL SIGNATURE.PRINTED COPIES OF THIS DOCUMENT ARE NOTCONSIDERED SIGNED AND SEALED, AND THE SIGNATUREMUST BE VERIFIED ON ANY ELECTRONIC COPIES.STATE OFNo. 96416TI MOTHY J BOEHLEI NPROFESSIONAL ENGIN E ER LICENSEFLORIDAJ:\499-23-03 - Ellianos Coffee - Seminole County\Production\Civil\Sheets\C0.0 Cover Sheet.dwg, 11/27/2023 3:04:07 PM, MichaelP,DWG To PDF.pc3 337 ELLIANOS COFFEE SHOPWINTER SPRINGSSHEET TITLE:CLIENT:PROJECT:DATE:ENGINEEROF RECORD:CRUCIBLE PARTNERS LLCORLANDO, FLDRWNNO.DATER E V I S I O N SAPPRDESCRIPTIONSHEET NO:PROJECT NO:NOVEMBER 2023499-23-03TIMOTHY J. BOEHLEIN, P.E.FLORIDA LICENSE NO. 96416THIS DOCUMENT HAS BEEN ELECTRONICALLYSIGNED AND SEALED BY TIMOTHY J. BOEHLEIN, PEON NOVEMBER 27, 2023 USING A DIGITAL SIGNATURE.PRINTED COPIES OF THIS DOCUMENT ARE NOTCONSIDERED SIGNED AND SEALED, AND THE SIGNATUREMUST BE VERIFIED ON ANY ELECTRONIC COPIES.STATE OFNo. 96416TI MOTHY J BOEHLEI NPROFESSIONAL ENGIN E ER LICENSEFLORIDAJ:\499-23-03 - Ellianos Coffee - Seminole County\Production\Civil\Sheets\C1.0 MASTER SITE PLAN.dwg, 11/27/2023 3:04:13 PM, MichaelP,DWG To PDF.pc3 338 ELLIANOS COFFEE SHOPWINTER SPRINGSSHEET TITLE:CLIENT:PROJECT:DATE:ENGINEEROF RECORD:CRUCIBLE PARTNERS LLCORLANDO, FLDRWNNO.DATER E V I S I O N SAPPRDESCRIPTIONSHEET NO:PROJECT NO:NOVEMBER 2023499-23-03TIMOTHY J. BOEHLEIN, P.E.FLORIDA LICENSE NO. 96416THIS DOCUMENT HAS BEEN ELECTRONICALLYSIGNED AND SEALED BY TIMOTHY J. BOEHLEIN, PEON NOVEMBER 27, 2023 USING A DIGITAL SIGNATURE.PRINTED COPIES OF THIS DOCUMENT ARE NOTCONSIDERED SIGNED AND SEALED, AND THE SIGNATUREMUST BE VERIFIED ON ANY ELECTRONIC COPIES.STATE OFNo. 96416TI MOTHY J BOEHLEI NPROFESSIONAL ENGIN E ER LICENSEFLORIDAJ:\499-23-03 - Ellianos Coffee - Seminole County\Production\Civil\Sheets\C2.0 DEMOLITION PLAN.dwg, 11/27/2023 3:04:17 PM, MichaelP,DWG To PDF.pc3 339 ELLIANOS COFFEE SHOPWINTER SPRINGSSHEET TITLE:CLIENT:PROJECT:DATE:ENGINEEROF RECORD:CRUCIBLE PARTNERS LLCORLANDO, FLDRWNNO.DATER E V I S I O N SAPPRDESCRIPTIONSHEET NO:PROJECT NO:NOVEMBER 2023499-23-03TIMOTHY J. BOEHLEIN, P.E.FLORIDA LICENSE NO. 96416THIS DOCUMENT HAS BEEN ELECTRONICALLYSIGNED AND SEALED BY TIMOTHY J. BOEHLEIN, PEON NOVEMBER 27, 2023 USING A DIGITAL SIGNATURE.PRINTED COPIES OF THIS DOCUMENT ARE NOTCONSIDERED SIGNED AND SEALED, AND THE SIGNATUREMUST BE VERIFIED ON ANY ELECTRONIC COPIES.STATE OFNo. 96416TI MOTHY J BOEHLEI NPROFESSIONAL ENGIN E ER LICENSEFLORIDAJ:\499-23-03 - Ellianos Coffee - Seminole County\Production\Civil\Sheets\C3.0 EROSION CONTROL PLAN.dwg, 11/27/2023 3:04:25 PM, MichaelP,DWG To PDF.pc3 340 ELLIANOS COFFEE SHOPWINTER SPRINGSSHEET TITLE:CLIENT:PROJECT:DATE:ENGINEEROF RECORD:CRUCIBLE PARTNERS LLCORLANDO, FLDRWNNO.DATER E V I S I O N SAPPRDESCRIPTIONSHEET NO:PROJECT NO:NOVEMBER 2023499-23-03TIMOTHY J. BOEHLEIN, P.E.FLORIDA LICENSE NO. 96416THIS DOCUMENT HAS BEEN ELECTRONICALLYSIGNED AND SEALED BY TIMOTHY J. BOEHLEIN, PEON NOVEMBER 27, 2023 USING A DIGITAL SIGNATURE.PRINTED COPIES OF THIS DOCUMENT ARE NOTCONSIDERED SIGNED AND SEALED, AND THE SIGNATUREMUST BE VERIFIED ON ANY ELECTRONIC COPIES.STATE OFNo. 96416TI MOTHY J BOEHLEI NPROFESSIONAL ENGIN E ER LICENSEFLORIDA’’ J:\499-23-03 - Ellianos Coffee - Seminole County\Production\Civil\Sheets\C4.0 DIMENSION PLAN.dwg, 11/27/2023 3:04:27 PM, MichaelP,DWG To PDF.pc3 341 ELLIANOS COFFEE SHOPWINTER SPRINGSSHEET TITLE:CLIENT:PROJECT:DATE:ENGINEEROF RECORD:CRUCIBLE PARTNERS LLCORLANDO, FLDRWNNO.DATER E V I S I O N SAPPRDESCRIPTIONSHEET NO:PROJECT NO:NOVEMBER 2023499-23-03TIMOTHY J. BOEHLEIN, P.E.FLORIDA LICENSE NO. 96416THIS DOCUMENT HAS BEEN ELECTRONICALLYSIGNED AND SEALED BY TIMOTHY J. BOEHLEIN, PEON NOVEMBER 27, 2023 USING A DIGITAL SIGNATURE.PRINTED COPIES OF THIS DOCUMENT ARE NOTCONSIDERED SIGNED AND SEALED, AND THE SIGNATUREMUST BE VERIFIED ON ANY ELECTRONIC COPIES.STATE OFNo. 96416TI MOTHY J BOEHLEI NPROFESSIONAL ENGIN E ER LICENSEFLORIDA’’ J:\499-23-03 - Ellianos Coffee - Seminole County\Production\Civil\Sheets\C5.0 FIRE TRUCK PLAN.dwg, 11/27/2023 3:04:32 PM, MichaelP,DWG To PDF.pc3 342 ELLIANOS COFFEE SHOPWINTER SPRINGSSHEET TITLE:CLIENT:PROJECT:DATE:ENGINEEROF RECORD:CRUCIBLE PARTNERS LLCORLANDO, FLDRWNNO.DATER E V I S I O N SAPPRDESCRIPTIONSHEET NO:PROJECT NO:NOVEMBER 2023499-23-03TIMOTHY J. BOEHLEIN, P.E.FLORIDA LICENSE NO. 96416THIS DOCUMENT HAS BEEN ELECTRONICALLYSIGNED AND SEALED BY TIMOTHY J. BOEHLEIN, PEON NOVEMBER 27, 2023 USING A DIGITAL SIGNATURE.PRINTED COPIES OF THIS DOCUMENT ARE NOTCONSIDERED SIGNED AND SEALED, AND THE SIGNATUREMUST BE VERIFIED ON ANY ELECTRONIC COPIES.STATE OFNo. 96416TI MOTHY J BOEHLEI NPROFESSIONAL ENGIN E ER LICENSEFLORIDAJ:\499-23-03 - Ellianos Coffee - Seminole County\Production\Civil\Sheets\C6.0 PAVING GRADING & DRAINAGE PLAN.dwg, 11/27/2023 3:04:40 PM, MichaelP,DWG To PDF.pc3 343 ELLIANOS COFFEE SHOPWINTER SPRINGSSHEET TITLE:CLIENT:PROJECT:DATE:ENGINEEROF RECORD:CRUCIBLE PARTNERS LLCORLANDO, FLDRWNNO.DATER E V I S I O N SAPPRDESCRIPTIONSHEET NO:PROJECT NO:NOVEMBER 2023499-23-03TIMOTHY J. BOEHLEIN, P.E.FLORIDA LICENSE NO. 96416THIS DOCUMENT HAS BEEN ELECTRONICALLYSIGNED AND SEALED BY TIMOTHY J. BOEHLEIN, PEON NOVEMBER 27, 2023 USING A DIGITAL SIGNATURE.PRINTED COPIES OF THIS DOCUMENT ARE NOTCONSIDERED SIGNED AND SEALED, AND THE SIGNATUREMUST BE VERIFIED ON ANY ELECTRONIC COPIES.STATE OFNo. 96416TI MOTHY J BOEHLEI NPROFESSIONAL ENGIN E ER LICENSEFLORIDAJ:\499-23-03 - Ellianos Coffee - Seminole County\Production\Civil\Sheets\C7.0 UTILITY PLAN.dwg, 11/27/2023 3:04:47 PM, MichaelP,DWG To PDF.pc3 344 ELLIANOS COFFEE SHOPWINTER SPRINGSSHEET TITLE:CLIENT:PROJECT:DATE:ENGINEEROF RECORD:CRUCIBLE PARTNERS LLCORLANDO, FLDRWNNO.DATER E V I S I O N SAPPRDESCRIPTIONSHEET NO:PROJECT NO:NOVEMBER 2023499-23-03TIMOTHY J. BOEHLEIN, P.E.FLORIDA LICENSE NO. 96416THIS DOCUMENT HAS BEEN ELECTRONICALLYSIGNED AND SEALED BY TIMOTHY J. BOEHLEIN, PEON NOVEMBER 27, 2023 USING A DIGITAL SIGNATURE.PRINTED COPIES OF THIS DOCUMENT ARE NOTCONSIDERED SIGNED AND SEALED, AND THE SIGNATUREMUST BE VERIFIED ON ANY ELECTRONIC COPIES.STATE OFNo. 96416TI MOTHY J BOEHLEI NPROFESSIONAL ENGIN E ER LICENSEFLORIDAJ:\499-23-03 - Ellianos Coffee - Seminole County\Production\Civil\Sheets\C8.0 LANDSCAPE PLAN.dwg, 11/27/2023 3:04:52 PM, MichaelP,DWG To PDF.pc3 345 ELLIANOS COFFEE SHOPWINTER SPRINGSSHEET TITLE:CLIENT:PROJECT:DATE:ENGINEEROF RECORD:CRUCIBLE PARTNERS LLCORLANDO, FLDRWNNO.DATER E V I S I O N SAPPRDESCRIPTIONSHEET NO:PROJECT NO:NOVEMBER 2023499-23-03TIMOTHY J. BOEHLEIN, P.E.FLORIDA LICENSE NO. 96416THIS DOCUMENT HAS BEEN ELECTRONICALLYSIGNED AND SEALED BY TIMOTHY J. BOEHLEIN, PEON NOVEMBER 27, 2023 USING A DIGITAL SIGNATURE.PRINTED COPIES OF THIS DOCUMENT ARE NOTCONSIDERED SIGNED AND SEALED, AND THE SIGNATUREMUST BE VERIFIED ON ANY ELECTRONIC COPIES.STATE OFNo. 96416TI MOTHY J BOEHLEI NPROFESSIONAL ENGIN E ER LICENSEFLORIDAJ:\499-23-03 - Ellianos Coffee - Seminole County\Production\Civil\Sheets\C9.0 DETAILS AND NOTES.dwg, 11/27/2023 3:04:59 PM, MichaelP,DWG To PDF.pc3 346 LOCATION MAP NTS CERTIFIED TO:Scale: Checked: Drawn: Field Book: Pages: Dwg. Name: Dwg. Date: Proj. No. TOPOGRAPHIC SURVEY IN SECTION 8, TOWNSHIP 21 SOUTH, RANGE 31 EAST, SEMINOLE COUNTY, FLORIDA Sheet: 1"=20' T.Wright H.Anderson 1 of 1 44 37 - 38 499-23-03 06/13/2023 499-23-03 TOPOGRAPHIC SURVEY 1491 E SR 434, Winter Springs, FL 32708 ABBREVIATIONS (C) = CALCULATED (D) = DEED (M) = MEASURED INV = INVERT ELEV = ELEVATION ID = IDENTIFICATION JBPRO = JBROWN PROFESSIONAL GROUP LB = LICENSED BUSINESS LS = LICENSED SURVEYOR NAD83(2011) = NORTH AMERICAN DATUM OF 1983, 2011 ADJUSTMENT NAVD88 = NORTH AMERICAN VERTICAL DATUM OF 1988 P.B. = PLAT BOOK O.R.B. = OFFICIAL RECORDS BOOK PG. = PAGE PLS = PROFESSIONAL LAND SURVEYOR UNK = UNKNOWN TREES: LV = LIVE OAK SYMBOL LEGEND BOUNDARY LINE TAX PARCEL LINE RIGHT-OF-WAY LINE RIGHT-OF-WAY CENTERLINE STORM SEWER LINE BENCHMARK CONCRETE MONUMENT IRON ROD - CAPPED NAIL AND DISK FIRE HYDRANT WATER METER LIGHT POLE SINGLE POLE SIGN TREE-SIZE(INCHES) AND SPECIES SPOT ELEVATION - SOFT SURFACE SPOT ELEVATION - HARD SURFACE CONTOUR LINES ASPHALT SURFACE THE MAP OF THE PROPERTY DESCRIBED HEREON WAS MADE UNDER MY SUPERVISION AND THIS MAP OF SURVEY FURTHER MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE STATE OF FLORIDA BOARD OF PROFESSIONAL SURVEYORS & MAPPERS IN CHAPTER 5J-17.05, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES, AND THE MAP OF SURVEY SHOWN HEREON IS A TRUE AND ACCURATE REPRESENTATION THEREOF TO THE BEST OF MY KNOWLEDGE, BEING SUBJECT TO NOTES AND NOTATIONS SHOWN HEREON. Certificate of Authorization No. LB8031 NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER OR VALID DIGITAL SIGNATURE IN ELECTRONIC FORM Troy V. Wright, PSM Professional Surveyor and Mapper Florida License No. LS7210 SURVEYOR'S NOTES 1.THIS IS NOT A BOUNDARY SURVEY 2.ALL DISTANCES AS SHOWN HEREON ARE EXPRESSED IN U.S. SURVEY FEET AND DECIMAL PARTS THEREOF. 3.BEARINGS SHOWN HEREON ARE BASED ON GPS OBSERVATIONS REFERENCING STATE PLANE NAD83 FLORIDA EAST ZONE PROJECTION. 4.ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) AND BASED ON MULTIPLE GPS OBSERVATIONS REFERENCING THE FLORIDA DEPARTMENT OF TRANSPORTATION PERMANENT REFERENCE NETWORK (FPRN). 5.STATE PLANE COORDINATES ARE REFERENCED TO THE NORTH AMERICAN DATUM OF 1983, 2011 ADJUSTMENT, FLORIDA EAST COORDINATE ZONE AND BASED ON MULTIPLE GPS OBSERVATIONS REFERENCING THE FLORIDA DEPARTMENT OF TRANSPORTATION PERMANENT REFERENCE NETWORK (FPRN). 6.THIS SURVEY IS BASED ON MEASUREMENTS CONDUCTED ON 4/26/2023 & 4/27/2023. 4.THE SIGNING LAND SURVEYOR HAS NOT BEEN PROVIDED A CURRENT TITLE COMMITMENT OF MATTERS AFFECTING TITLE TO THE SUBJECT PROPERTY. THERE MAY EXIST DEEDS OF RECORD, UNRECORDED DEEDS, EASEMENTS OR OTHER MATTERS THAT COULD AFFECT THE BOUNDARIES OR TITLE TO THE SUBJECT REAL ESTATE. 5.NO UNDERGROUND UTILITIES WERE LOCATED IN THE COURSE OF THIS SURVEY. UNDERGROUND UTILITY LINE LOCATIONS ARE APPROXIMATE. 6.ADDITIONAL ENCUMBRANCES MAY AFFECT THE SUBJECT PARCEL THAT DO NOT APPEAR ON THIS MAP. 7.EASEMENTS DEPICTED ON THIS SURVEY WERE PROVIDED BY THE CLIENT OR ARE RECORDED IN AN ASSOCIATED PLAT. NO EASEMENT RESEARCH WAS CONDUCTED DURING THE COURSE OF THIS SURVEY. 8.REPRODUCED COPIES THAT ARE NOT AT 24"X36" MAY NOT BE TO SCALE. 9.UNLESS OTHERWISE NOTED, CORNER MARKERS SHOWN HEREON WERE FOUND DURING THE COURSE OF THIS SURVEY. CB-1 CATCH BASIN RIM ELEV = 34.65' *UNABLE TO LOCATE PIPES* BOTTOM OF BOX = 28.50' CB-2 CATCH BASIN RIM ELEV= 34.61' E INV ELEV = 29.49' (36" RCP) W INV ELEV =29.11' @ 21° (36" RCP) BOTTOM OF BOX = 29.21' CB-3 CATCH BASIN RIM ELEV =34.44' E INV ELEV=29.37' @ 23° (36" RCP) W INV ELEV=29.09' @ 25° (36" RCP) BOTTOM OF BOX= 29.34' CB-4 CATCH BASIN RIM ELEV =34.82' E INV ELEV=29.78' W INV ELEV=29.69' BOTTOM OF BOX=29.12' STORMWATER STRUCTURE SCHEDULE WWMH - 01 MANHOLE RIM ELEV = 34.71' NW INV ELEV = 23.81' SE INV ELEV = 23.21' BOTTOM OF BOX = 23.86' WASTEWATER STRUCTURE SCHEDULE 347 ELLIANOS COFFEE SHOPWINTER SPRINGSSHEET TITLE:CLIENT:PROJECT:DATE:ENGINEEROF RECORD:CRUCIBLE PARTNERS LLCORLANDO, FLDRWNNO.DATER E V I S I O N SAPPRDESCRIPTIONSHEET NO:PROJECT NO:OCTOBER 2023499-23-03TIMOTHY J. BOEHLEIN, P.E.FLORIDA LICENSE NO. 96416THIS DOCUMENT HAS BEEN ELECTRONICALLYSIGNED AND SEALED BY TIMOTHY J. BOEHLEIN, PEON AUGUST 07, 2023 USING A DIGITAL SIGNATURE.PRINTED COPIES OF THIS DOCUMENT ARE NOTCONSIDERED SIGNED AND SEALED, AND THE SIGNATUREMUST BE VERIFIED ON ANY ELECTRONIC COPIES.STATE OFNo. 96416TI MOTHY J BOEHLEI NPROFESSIONAL ENGIN E ER LICENSEFLORIDA348 Traffic Study. For the Month of June 2022 at Alachua, FL. One of Ellianos Business locations in the chain. There is a very very low probability the sales of the subject location being developed will exceed the studied location. • 47.8% of the traffic went to Lane 1 • 52.1 of the traffic went to Lane 2. • Average Service Time of 2.23 minutes per vehicle for the entire month. • A Vehicle Arrives at Each Lane an Average of every 3.57 minutes, peaking at every 2.28 Minutes from 8:00 to 9:00. • Our Service Times are the fastest between 7AM and 9:00 AM, averaging 1.9 minutes during these times. • 50% of our sales are after 12:00 Noon. • The busiest hour of the day between 8:00 and 9:00 AM is only 10.45% of our sales. Hour Average Store Visits per Hour Average Visits Per Lane Per Hour Average Service Time Per Vehicle (Minutes) Vehicles Arriving Every (Minutes) Percent of Daily Sales 6 AM 31 16 1.948 3.82 6.23% 7 AM 45 22 1.862 2.68 8.88% 8 AM 53 26 1.998 2.28 10.45% 9 AM 47 24 2.132 2.54 9.36% 10 AM 41 21 2.188 2.91 8.19% 11 AM 34 17 2.296 3.50 6.80% 12 PM 33 17 2.170 3.63 6.57% 1 PM 33 17 2.290 3.63 6.56% 2 PM 32 16 2.443 3.72 6.40% 3 PM 35 17 2.404 3.45 6.90% 4 PM 31 15 2.545 3.91 6.09% 5 PM 31 15 2.559 3.93 6.06% 6 PM 22 11 2.599 5.37 4.44% 7 PM 19 9 2.412 6.45 3.69% 8 PM 17 8 2.176 7.07 3.37% Grand Total 504 252 2.236 3.57 • For Purpose of this Study excluded 9:00 PM hour as only open Fri/Sat from 9:00 to 10:00 349 The proposed Site plan shows cars in line between the double sided drive thru. Cars can stack simultaneously on both sides and are simultaneously served from both sides. Vehicles do not pull up to one window and then to the other. Looking Closer at the 8-9 hours, this high producing store averaged 53 cars that hour. Using the nearest 5 minutes as a variation, to account for Stop Lights, etc generating additional stacking queues, if every customer arrived at the same time, we calculated that you could have an average of 4.4 cars stacked up in queue between both sides, or 2.2 cars per side. An estimated 14 times a month you would/could have a 5 minute period where over 6 cars queued up between both sides, or 3 cars per side. <1/0/1900 8 AM 8 AM Total Row Labels :00 :05 :10 :15 :20 :25 :30 :35 :40 :45 :50 :55 Average <6/1/2022 1-Jun 6 4 5 7 3 5 3 4 4 6 4 5 56 4.7 2-Jun 6 4 5 4 5 4 4 3 4 5 3 8 55 4.6 3-Jun 6 5 5 6 5 5 4 4 5 2 6 3 56 4.7 4-Jun 3 5 4 4 4 4 2 4 4 5 5 3 47 3.9 5-Jun 5 4 3 5 5 2 4 3 4 2 5 42 3.8 6-Jun 5 4 4 4 6 3 2 3 1 4 6 4 46 3.8 7-Jun 5 4 7 5 1 4 2 5 3 5 4 4 49 4.1 8-Jun 6 4 4 5 5 6 3 6 6 4 3 4 56 4.7 9-Jun 4 4 5 4 5 7 4 8 4 6 4 5 60 5.0 10-Jun 3 4 6 4 4 6 4 2 5 4 6 4 52 4.3 11-Jun 4 3 4 4 2 6 5 6 5 2 5 4 50 4.2 12-Jun 1 3 6 3 3 5 2 5 5 3 5 4 45 3.8 13-Jun 1 6 5 3 5 5 4 3 5 4 4 5 50 4.2 14-Jun 2 3 5 3 4 3 4 6 5 5 4 2 46 3.8 15-Jun 7 4 8 6 7 6 5 3 3 1 3 6 59 4.9 16-Jun 5 6 5 5 2 4 6 3 5 5 6 4 56 4.7 17-Jun 5 5 5 3 3 5 4 5 6 5 5 4 55 4.6 18-Jun 5 2 2 4 4 4 4 4 4 8 5 5 51 4.3 19-Jun 6 4 5 4 5 6 4 4 5 4 5 52 4.7 20-Jun 3 4 4 2 6 3 5 6 3 6 5 2 49 4.1 21-Jun 4 5 5 3 4 3 3 2 3 4 3 4 43 3.6 22-Jun 5 5 6 5 5 7 4 5 4 5 5 3 59 4.9 23-Jun 4 6 6 5 3 6 3 5 5 5 5 6 59 4.9 24-Jun 4 5 5 8 5 4 7 5 6 7 4 4 64 5.3 25-Jun 4 4 3 3 5 4 4 5 5 4 6 4 51 4.3 26-Jun 3 2 3 4 4 5 4 1 3 3 5 37 3.4 27-Jun 6 6 5 3 4 6 5 5 4 5 5 5 59 4.9 28-Jun 5 4 5 5 4 5 4 6 3 5 4 3 53 4.4 29-Jun 3 6 3 6 5 4 3 3 4 5 4 2 48 4.0 30-Jun 4 4 6 3 7 6 3 6 4 5 4 5 57 4.8 Grand Total 116 133 143 128 129 144 116 134 123 137 132 127 1562 4.4 52.067 350 F.F.E. @ 0'-0" RIGHT ELEVATION 8"T.O. SILL 3'-0" A.F.F. T.O. STOREFRONT 8'-6" A.F.F. AWNING 9'-6" A.F.F. PARAPET HGT 17'-6" A.F.F. BLDG. HGT 20'-0" A.F.F.3'-6"6"2'-1"1'-11"2'-4"2'-0"5'-0"4'-0"menu boardmenu board8" 7'-0"7'-0" CL CL CAUTION: LOW CLEARANCE BLDG. HGT 20'-0" A.F.F. AWNING 9'-6" A.F.F. PARAPET HGT 17'-6" A.F.F. 8'-6" A.F.F. T.O. SILL 3'-0" A.F.F. F.F.E. @ 0'-0" T.O. STOREFRONT 3'-6"3'-6" 1'-0" 4'-0"3'-0" 3'-0"9'-6"9"2'-4"6"SIGNAGE DETAIL Scale:NTS 3'-5"3'-5"1'-11"2'-3"CL CL CL 1'-11"2'-3"CL CL CL 1491 SR-434WINTER SPRINGS, FL 32708DRAWING NUMBER CHECKED BY: DRAWN BY: PROJECT: EL2225 REVISION: REVISION: DATE: 7/21/2023 REVISION:LORING DESIGN GROUPTHIS DOCUMENT, THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF LORING DESIGN GROUP AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF LORING DESIGN GROUP, INC TYRONE TOWER1700 66TH ST. N, SUITE 205ST. PETERSBURG, FL 33710 PH: 727-231-4410EMAIL: INFO@LORINGDG.COMDRIVE-UP RETAIL SALES FACILITY FOR:RDL 10/17/2023 EXTERIOR ELEVATIONS A014 JWT SCALE:A014 1 FRONT ELEVATION 3/8" = 1'-0" SCALE:A014 2 SIDE ELEVATION 3/8" = 1'-0" M6 MENU BOARD BOLLARD, TYP. M2 WF1 AK AK MENU BOARD BOLLARD, TYP. AL WF2 M1 WF2 WF2 BOLLARD, TYP. M6 M5 M4 WF3 WF1 W1 SF1 AQ M1 M1 M1 W1 AQ M6 WF1 M1 M2 M3 M2 WF1 M1 AQ M2 WF1 W1 NOTE: DIMENSIONS SHOWN ON ELEVATIONS SHALL BE VERIFIED WITH DIMENSIONS ELSEWHERE IN THIS SET OF DRAWINGS. ANY DISCREPANCY SHALL PRIORITIZE DIMENSIONS SHOWN ON FLOOR PLANS AND DETAILS OVER DIMENSIONS NOTED ON ELEVATIONS. CIVIL NOTE: FINISHED ASPHALT TO B.O. SERVING WINDOWS SHALL BE 41"-43" WF2 BOLLARD, TYP. SCALE:A014 3 MENU SIGN DETAIL 3/8" = 1'-0" ELEVATION FINISH SCHEDULE ITEM MANUFACTURER MODEL COLOR COMMENTS WF1 FIBER CEMENT SIDING NICHIHA ROUGHSAWN AWP 3030 TOBACCO 1 WF2 EIFS, TYP.STO*STOTHERM CI #SW6335 6 WF3 FIBER CEMENT PANEL CORNER NICHIHA PANEL CORNER TOBACCO M1 CONT. ALUM COPING, TYP.PACTITE TAPERED COPING*BLACK 4 M2 METAL CORNER TRIM NICHIHA CORNER TRIM BLACK 4 M3 METAL TRIM BY G.C.FLAT METAL TRIM BLACK 4 M4 MTL. LADDER FOR ROOF ACCESS BY G.C.-BLACK 4 M5 MTL COLLECTOR HEAD AND DOWNSPOUT BY G.C.-BLACK 4 M6 CANOPY BY OTHERS BY OTHERS BLACK 4 BO BOLLARD BY G.C.36" ROUNDTOP BLACK OR BLACK COVER W1 DRIVE THRU WINDOW - LEFT TO RIGHT SC-4844 275 LOW PROFILE DARK BRONZE ANODIZED 2, 5, 7 W2 DRIVE THRU WINDOW - RIGHT TO LEFT SC-4844 275 LOW PROFILE DARK BRONZE ANODIZED 3, 5, 7 SF1 ALUM. STOREFRONT BY G.C.BY G.C.DARK BRONZE ANODIZED 4 AK EXTERIOR SIGNAGE BY OTHERS BY OTHERS BY OTHERS AL EXTERIOR LIGHTING PROGRESS LIGHTING P5644-31-30K 18"BLACK 8 AQ CANOPY LIGHTS BY OTHERS BY OTHERS BY OTHERS *OR APPROVED EQUIVALENT COMMENTS: (1) STAGGER PANEL INSTALL (2) SINGLE SIDE AND TOP LITE (3) SINGLE TOP LITE (4) FLAT FINISH (5) 47-1/2"W X 43-1/2"H (19"W X 39"H SERVICE OPENING) (6) PRIME WITH NEUTRAL BASE PRIOR TO PAINT (7) A HVHZ (OR IMPACT RESISTANT) WINDOW SHALL BE INSTALLED IN HVHZ ZONES OR AS REQUIRED BY THE PERMITTING AUTHORITY (8) LENS COVER IS REQUIRED WITH INSTALLATION OF FIXTURE. INSTALL PROGRESS LIGHTING P860047-031 MENUBOARD INSTALLATION HARDWARE QTY DESC 1 ELL-MENU-0001 24X60 MENU BOARD SYSTEM & INSERTS (SINGLE) 2 ELL-MENU-0002 24X60 MENU BOARD SYSTEM & INSERTS (DOUBLE) LOT HARDWARE KIT ORDER AT https://form.jotform.com/230053772704148 ALT WINDOW SPECS WINDOW MODEL WIDTH HEIGHT READY ACCESS 275 LOW PROFILE 47-1/2"43-1/2" READY ACCESS 600 HURRICANE 47-1/2"43-1/2" QUIKSERV SC-4844 47-1/2"43-1/2" QUIKSERV SC-4030-IP HURRICANE 48"36" 1 1 351 352 353 354 355 356 357 358 Ellianos Winter Springs Winter Springs, FL Fire Flow Calculations SeptembeW 2023 Timothy Boehlein, P.E. FL Registration No. 96416 3530 NW 43rd Street Gainesville, FL 32606 (352) 375-8999 www.jbpro.com 359 FIRE FLOW CALCULATIONS PER NFPA 2009 BUILDING CONSTRUCTION: Type V (000) FIRE FLOW AREA (Total Floor Area): 800 SF FIRE FLOW REQUIRED: 1,500 GPM (@20 PSI) BUILDING FULLY SPRINKLED? NO FLOW DURATION: 2 Hours AVAILABLE FIRE FLOW (@ 20 psi): 1,443 GPM @ 20 psig 360 Table 18.4.5.1.2 Minimum Required Fire Flow and 1-'ow Duration for Buildings FlI'e Flow Area £1% (l< 0.0929 ror m2 ) 1(443). 1(332). 11(222)· 11(111), 1ll(211)· 0-22.700 0-12,700 22,701-30,200 12,701-17,000 3O.201-~8.700 17.001-21,800 38,701-48.300 21,801-24,200 48.301-59.000 24,201-33,200 59,001-70,900 33,201-39.700 70.901-83.700 39.701-47.100 83.701-97.700 47.101-54.900 97,701-112,700 54,901-63,400 112,701-128,700 63,401-72,400 128,701-145,900 72,401-82,100 1'15,901-lIi4,200 82,101-92,400 164,201-183,400 92,401-103.100 183,401-203,700 103,101-114,600 203,701-225,200 114,601-126.700 225,201-247,700 126,701-139,400 2-17,701-271,200 139,401-152,600 271.!WI-295,9oo 152,601-166.500 GrcalCr than 295,900 Greater than 166,500 *T}l>cS of conMmction are based on 1\FPA 220. t~tcasured at 20 psi (139.9 kPa). IV(2HII). V(lll)· 11(000), 111(200)* 0-8200 0-5900 8201-10.900 5901-7900 10,901-12,900 7901-9800 12.901-17,400 9801-12.600 17.401-21,300 12,601-15,400 21.301-25,500 15.401-18,400 25,501-30.100 18.401-21.800 30.101-35.200 21,801-25,900 35.201-10,600 25,!JOI-29.300 40.601-16.400 29.301-33,500 46.401-52,500 33.501-37,900 52.501-59,100 37,901-42,700 59.101-1)6,000 42,701-47,700 66.nO 1-73,30n 47,701-53,000 73,301-81.100 53,001-58,600 81,101-89.200 58,601-65,400 89.201-97,700 65,401-70,600 97,701-106.500 70,601-77,000 106,501-I 15.800 77,001-83,700 115,801-125.500 83,7PI-90.600 125,501-I:l:>.5oo 90,(,01-97,900 135,501-145,800 97,901-106,800 115,ROI-156,700 106,801-113,200 156,701-Hi7,!J00 113.201-121,300 167,901-179,400 121,301-129,600 179.401-191,400 129,601-138,300 Grt~atcr than Greater than 191 .. 100 138,300 """""::;:: tire Flow gpm' (l< 3.785 £or Flow Duration V(OOO)· t/min) (hours) 0-3600 1500 :1601-4800 17:>0 4801-6200 2(100 2 6201-7700 2250 7701-9400 2500 9401-11.300 2750 11,301-13,400 3000 13.-101-15.600 3250 3 15,601-18,000 3500 18.001-20,600 3750 20,601-23,300 4000 23,301-26,300 4250 26,301-29,300 4500 29,301-32.600 4750 32.601-36,000 5000 36,001-39.600 5250 , .~ 39.601-13.400 5:.00 43.401-17,400 5750 47.401-51,500 6000 -1 51,501-55,700 6250 55,701-60.200 6500 60,201-6-1.800 6750 64,801-69.600 7000 69,601-74,600 7250 74,601-79,800 7500 79,801-85,100 77:.0 Greater than 8000 85,100 361 18.4 FIre Flow Requirements for Buildings. 18.4.1* Scope. 18.4.1.1 * The procedure determining fire flow requirements for buildings hereafter constructed shall he in accordance \\;th Section 18.4. 18.4.1.2 Section 18.4 does not apply to stmclures other than buildings. 18.4.2 Definitions. See definitions 3.3.13.6 (Fire Flow Area) and 3.3.108 (Fire Flow). 18.4.3 Modifications. 18.4.3.1 Decreases. Fire flow requirements shall be permitted to be modified downward hy the AHJ for isolated buildings or a group of buildings in rural areas or small communities where the development of full fire flow requirements is im- practical. 18.4.3.2 Increases. Fire flow shall he permitted to be modified upward by the AHJ where conditions indicate an unusual sus- ceptibility to group fires or conflagrations. An upward modifi- cation shall not be more than mice that required for the build- ing under consideration. 18.4.4 Fue Flow Area. 18.4.4.1 General. The fire flow area shall be the total floor area of all floor levels of a building except as modified in 18.4.4.1.1. 18.4.4.1.1 Type I (443), Type I (332), and 'lYre II (222) Con- struction. The fire flow area of a building constructed of Type I (443). Type I (332), and Type II (222) construction shan be the arca of the three largest successive floors. 18.4.5 Fire Flow Requirements for Buildings. 18.4.5.1 One-and Tw<rFamily Dwellings. 18.4.5.1.1 The minimum fire flow and flow duration require- ments for one-and two-family dwellings having a fire flow area that does not exceed 5000 ft2 (334.5 m 2 ) shall be 1000 gpm (3785 L/min) for 1 hour. 18.4.5.1.1.1 A reduction in required fire flow of 50 percent shall be permitted when the building is provided with an ap- proved automatic sprinkler system. 18.4.5.1.1.2 A reduction in the required fire flow of 25 per- cent shall be permitted when the huilding is separated from Other buildings bya minimum of 30 ft (9.1 m). 18.4.5.1.1.3 The reduction in 18.4.5.1.1.1 and 18.4.5.1.1.2 shall not reduce the required fire flow to less than 500 gpm (1900 t./min). 18.4.5.1.2 Fire flow and flow duration for dwellings ha,-ing a fire flow area in excess of 5000 ft!'! (334.5 m!.!) shall not be less than that specified in Table 18.4.5.1.2. 18.4.5.1.2.1 A reduction in required firc flow of 50 percent shall he permiued when the building is provided with an ap- proved automatic sprinkler system. 18.4.5.2 Buildings Other Than One-and Two-Family Dwell- ings. The minimum fire flow and flow duration for buildings other than onc-and two-family dwellings shall be as specified in Table 18.4.5.1.2. 18.4.5.2.1 A reduction in required fire flow of 75 percent shall be permitted when the building is protected throughout by an approved automatic sprinkler system. The resulting fire flow shaH not be less than 1000 gpm (3785 L/min). 18.4.5.2.2 A reduction in required fire flow of 75 percent shall be permitted when the building is protected throughout by an approved automatic sprinkler system. ~hich utilizes quick response sprinklers throughout. The rcsttlting fire flow shall not be less than 600 gplll (2270 L/min). 362 363 WINTER SPRINGS ELLIANOS COFFEE TRAFFIC ACCESS STUDY SEMINOLE COUNTY, FLORIDA May 2023 BUCKHOLZ TRAFFIC 364 BUCKHOLZ TRAFFIC 3585 KORI ROAD JACKSONVILLE, FLORIDA 32257 (904) 886-2171 jwbuckholz@aol.com May 17, 2023 Mr. Tim Boehlein, EI JB Pro 3530 NW 43rd Street Gainesville, Florida 32606 Re: Winter Springs Ellianos Coffee Traffic Access Study Dear Mr. Boehlein: Attached is the requested traffic study. If there are any questions or comments regarding this study, please contact me. Sincerely, Jeffrey W. Buckholz, P.E., PTOE Principal This item has been digitally signed and sealed by Jeffrey W. Buckholz, P.E. on 5/17/23. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. 365 ELLIANOS COFFEE TRAFFIC ACCESS STUDY Page 1 BUCKHOLZ TRAFFIC INTRODUCTION The proposed 820 SF Ellianos Coffee stand with dual drive-thru windows will be located in the parking lot of the commercial center located at 1491 East SR 434 in Winter Springs (Seminole County), Florida. The major tenant of this commercial center is Foundry Church. Access to the development will be provided via two existing right-in-right-out only driveway on East SR 434 and two existing full access driveways on Vistawilla Drive. SR 434 in the vicinity of the site is a four lane divided urban principal arterial with an FDOT access management classification of 3 and a posted speed limit of 50 mph while Vistawilla drive is a two lane undivided local roadway with a 25 mph posted speed limit. The development is expected to be completed and fully functional in 2024. Consequently, 2024 was used as the design year for this study. The proposed site plan is provided in Appendix A and Figure 1 depicts the site location and surrounding road network. EXISTING TRAFFIC VOLUMES Manual turning movement counts were conducted by Buckholz Traffic personnel at the four existing access points during May of 2023 with school in session. The counts were conducted during weekday AM and PM peak periods and are provided in Appendix B. The data was recorded at 15-minute intervals and includes a separate tabulation for trucks. Figures 2 and 3 summarize the weekday AM and PM peak hour traffic flows at the site entrances. Appendix C provides daily traffic volumes from an FDOT annual traffic counting station on SR 434 near the site. The current Average Daily Traffic (ADT) on the portion of SR 434 in the vicinity of the site is about 25,000 vehicles per day. Also included in Appendix C are February of 2022 hourly weekday traffic volumes at this station and FDOT seasonal adjustment factors for Seminole County. TRIP GENERATION Trip generation calculations were carried out using the 11th edition of ITE's Trip Generation Manual and referencing land use code 938 (Coffee/Donut Shop with Drive-Thru Window Only). Attached as Table 1 are the daily, weekday AM peak hour, and weekday PM peak hour trip generation calculations for the proposed development. During an average weekday, the development is expected to generate 358 trips (179 entering and 179 exiting) with 88 trips (44 entering and 44 exiting) occurring during the AM peak hour and 30 trips (15 entering and 15 exiting) occurring during the PM peak hour. Table 2 summarizes the pass- by, diverted and primary trip percentages obtained from a study of three existing Ellianos Coffee sites in Northeast Florida. 366 ELLIANOS COFFEE TRAFFIC ACCESS STUDY Page 2 BUCKHOLZ TRAFFIC SITE TRIP DISTRIBUTION AND TRAFFIC ASSIGNMENT Figures 4 and 5 graphically depict the weekday peak hour site traffic assignments with the supporting calculations provided in Appendix D. The distribution and assignment of primary, diverted and pass-by trips is based on roadway traffic volumes, housing distribution, and engineering judgment using the trip generation values contained in Table 1 and the trip type percentages summarized in Table 2. Diverted trips are assumed to originate from nearby Toll SR 417. FUTURE TRAFFIC VOLUMES The expected weekday AM and PM peak hour background (No Build) traffic volumes and total (Build) traffic volumes along SR 434 and Vistawilla Drive are provided in Figures 6 through 9. The 2024 background traffic volumes were obtained by multiplying the existing traffic volumes by the appropriate FDOT seasonal adjustment factor (0.95) and then by a linear regression derived annual growth rate of 2.3% (see Figure C-1 in Appendix C). The 2024 Build traffic volumes were then calculated by adding the traffic generated by the new development to the 2024 No Build traffic volumes. TURN LANE EVALUATION A formal analysis was made to determine if a right turn lane is warranted on eastbound SR 434 at the West Site Driveway, on northbound Vistawilla Drive at the North Site Driveway, or on southbound Vistawilla Drive at either the North Site Driveway or South Site Driveway. The methodology contained in NCHRP Report 279 was used to conduct this analysis using expected 2024 Build traffic volumes. As is indicated in Figures 10 through 13, right turn volumes will not be high enough to warrant an exclusive right turn lane at any of these locations. These results are supported by NCHRP Report 420. Using expected 2024 Build traffic volumes, a formal analysis was also made to determine if a northbound left turn lane is warranted on Vistawilla Drive at either the North Site Driveway or the South Site Driveway. The methodology contained in a paper written by M.D. Harmelink entitled: "Volume Warrants for Left Turn Storage Lanes at Unsignalized Grade Intersections" was used to conduct this evaluation. The results indicate that future traffic volumes will not be high enough to warrant a left turn lane at either location. The supporting analyses are provided in Figures 14 and 15. 367 ELLIANOS COFFEE TRAFFIC ACCESS STUDY Page 3 BUCKHOLZ TRAFFIC INTERSECTION CAPACITY ANALYSIS The four site drive intersections were analyzed using the two-way stop control methodology contained in the 2023 version of the Highway Capacity Software. The analyses are provided in Appendix E with the results summarized in Tables 3 through 6. All minor movements at all four intersections currently operate at level of service B or better during the weekday AM peak hour under existing conditions with minimal queuing and with a volume-to-capacity ratio well less than one. This will continue to be the case under 2024 Build conditions. All minor movements at all four intersections currently operate at level of service C or better during the weekday PM peak hour under existing conditions with minimal queuing and with a volume-to-capacity ratio well less than one. This will continue to be the case under 2024 Build conditions. ACCESS MANAGEMENT EVALUATION The recommend connection spacing along SR 434 for a class 3 facility with a posted speed greater than 45 mph is 660 feet. Currently there is approximately 350 feet between the East Site Driveway and the West Site Driveway, 210 feet between the East Site Driveway and Vistawilla Drive, and 320 feet between the West Site Driveway and Country Springs Circle. The new development will not change the connection spacing situation along SR 434. 368 FIGURE 1 SITE LOCATION STOP WEST SITE DRIVE STOP EAST SITE DRIVE S = TRAFFIC SIGNAL S STOPSO U T H S I T E D R I V ESTOPSTOPNORTH SITE DRIVE TO TOLL 417 N.T.S. S I T E 369 370 FIGURE 3 TRAFFIC COUNTS WEEKDAY PM PEAK HOUR N.T.S. 4:15-5:15 PM WEST DRIVEWAY SR 434 EAST DRIVEWAY VISTAWILLA DRIVE NORTH DRIVEWAY SOUTH DRIVEWAY 209 7535 317838 23 51353 48 11 0 1301 1353 118 4:00-5:00 PM 371 372 373 374 375 376 377 378 379 380 381 382 383 COFFEE/DONUT SHOP WITH DRIVE-THRU WINDOW ONLY Land Use Code 938 T = Number of Vehicle Trip Ends X = Number of Drive-Thru Lanes = 2 TOTAL TOTAL TOTAL TOTAL TRIP GENERATION TRIP PERCENT PERCENT TRIP ENDS TRIP ENDS TIME PERIOD EQUATION ENDS ENTERING EXITING ENTERING EXITING AVERAGE WEEKDAY Daily T = 179 X 358 50%50%179 179 AM Peak Hour T = 53.21 (X) - 17.43 88 50%50%44 44 PM Peak Hour T = 15.08 X 30 50%50%15 15 SOURCE: ITE (Institute of Transportation Engineers), "Trip Generation", 11th Edition (2021) NEW TRIPS NEW NEW NEW TRIP PERCENT PERCENT TRIP ENDS TRIP ENDS TIME PERIOD PERCENT NEW TRIPS ENDS ENTERING EXITING ENTERING EXITING AVERAGE WEEKDAY Daily 47%168 50%50%84 84 AM Peak Hour 47%41 50%50%21 21 PM Peak Hour 47%14 50%50%7 7 SOURCE: Ellianos Coffee Mobility Fee Analysis, Buckholz Traffic, March 2021 TABLE 1 TRIP GENERATION CALCULATIONS BUCKHOLZ TRAFFIC 384 Pass-By Trips 46%57%55%52.6% Primary Trips 23%19%17%19.7% One-Way Miles 6.3 2.7 4.6 4.5 Diverted Trips 28%24%31%27.7% One-Way Miles 1.9 1.9 1.3 1.7 TABLE 2 ELLIANOS COFFEE BUCKHOLZ TRAFFIC PASS-BY SURVEY SUMMARY Jacksonville Orange Park Lake City AVERAGE SOURCE: Ellianos Coffee Mobility Fee Analysis, Buckholz Traffic, March 2021 385 TABLE 3 UNSIGNALIZED INTERSECTION CAPACITY RESULTS EXISTING CONDITIONS – WEEKDAY AM PEAK HOUR SR 434 / WEST SITE DRIVEWAY Movement LOS Delay v/c Ratio 95th % Queue (vehicles) Side Street Right Turn B 13.6 sec/veh 0.00 1 SR 434 / EAST SITE DRIVEWAY Movement LOS Delay v/c Ratio 95th % Queue (vehicles) Side Street Right Turn B 13.6 sec/veh 0.00 1 VISTAWILLA DRIVE / NORTH SITE DRIVEWAY Movement LOS Delay v/c Ratio 95th % Queue (vehicles) Northbound Left Turn A 7.5 sec/veh 0.00 1 Southbound Left Turn A 8.1 sec/veh 0.07 1 Eastbound Approach B 14.7 sec/veh 0.01 1 Westbound Approach B 11.2 sec/veh 0.07 1 VISTAWILLA DRIVE / SOUTH SITE DRIVEWAY Movement LOS Delay v/c Ratio 95th % Queue (vehicles) Northbound Left Turn A 7.5 sec/veh 0.00 1 Side Street Approach A 9.2 sec/veh 0.00 1 BUCKHOLZ TRAFFIC 386 TABLE 4 UNSIGNALIZED INTERSECTION CAPACITY RESULTS EXISTING CONDITIONS – WEEKDAY PM PEAK HOUR SR 434 / WEST SITE DRIVEWAY Movement LOS Delay v/c Ratio 95th % Queue (vehicles) Side Street Right Turn C 15.2 sec/veh 0.00 1 SR 434 / EAST SITE DRIVEWAY Movement LOS Delay v/c Ratio 95th % Queue (vehicles) Side Street Right Turn C 15.4 sec/veh 0.03 1 VISTAWILLA DRIVE / NORTH SITE DRIVEWAY Movement LOS Delay v/c Ratio 95th % Queue (vehicles) Northbound Left Turn A 7.7 sec/veh 0.00 1 Southbound Left Turn A 7.7 sec/veh 0.06 1 Eastbound Approach B 14.9 sec/veh 0.13 1 Westbound Approach B 11.7 sec/veh 0.13 1 VISTAWILLA DRIVE / SOUTH SITE DRIVEWAY Movement LOS Delay v/c Ratio 95th % Queue (vehicles) Northbound Left Turn A 7.7 sec/veh 0.00 1 Side Street Approach A 9.4 sec/veh 0.00 1 BUCKHOLZ TRAFFIC 387 TABLE 5 UNSIGNALIZED INTERSECTION CAPACITY RESULTS 2024 BUILD CONDITIONS – WEEKDAY AM PEAK HOUR SR 434 / WEST SITE DRIVEWAY Movement LOS Delay v/c Ratio 95th % Queue (vehicles) Side Street Right Turn B 14.6 sec/veh 0.06 1 SR 434 / EAST SITE DRIVEWAY Movement LOS Delay v/c Ratio 95th % Queue (vehicles) Side Street Right Turn B 14.6 sec/veh 0.06 1 VISTAWILLA DRIVE / NORTH SITE DRIVEWAY Movement LOS Delay v/c Ratio 95th % Queue (vehicles) Northbound Left Turn A 7.6 sec/veh 0.01 1 Southbound Left Turn A 8.1 sec/veh 0.07 1 Eastbound Approach B 14.9 sec/veh 0.04 1 Westbound Approach B 11.3 sec/veh 0.08 1 VISTAWILLA DRIVE / SOUTH SITE DRIVEWAY Movement LOS Delay v/c Ratio 95th % Queue (vehicles) Northbound Left Turn A 7.5 sec/veh 0.00 1 Side Street Approach A 9.3 sec/veh 0.00 1 BUCKHOLZ TRAFFIC 388 TABLE 6 UNSIGNALIZED INTERSECTION CAPACITY RESULTS 2024 BUILD CONDITIONS – WEEKDAY PM PEAK HOUR SR 434 / WEST SITE DRIVE Movement LOS Delay v/c Ratio 95th % Queue (vehicles) Side Street Right Turn C 15.7 sec/veh 0.02 1 SR 434 / EAST SITE DRIVE Movement LOS Delay v/c Ratio 95th % Queue (vehicles) Side Street Right Turn C 15.8 sec/veh 0.04 1 VISTAWILLA DRIVE / NORTH SITE DRIVE Movement LOS Delay v/c Ratio 95th % Queue (vehicles) Northbound Left Turn A 7.7 sec/veh 0.01 1 Southbound Left Turn A 7.8 sec/veh 0.06 1 Eastbound Approach C 15.7 sec/veh 0.15 1 Westbound Approach B 11.9 sec/veh 0.14 1 VISTAWILLA DRIVE / SOUTH SITE DR Movement LOS Delay v/c Ratio 95th % Queue (vehicles) Northbound Left Turn A 7.7 sec/veh 0.00 1 Side Street Approach A 9.5 sec/veh 0.00 1 BUCKHOLZ TRAFFIC 389 APPENDIX A SITE PLAN 390 ELLIANOS COFFEE SHOPSEMINOLE COUNTYSHEET TITLE:CLIENT:PROJECT:DATE:ENGINEEROF RECORD:CLIENT NAMECITY, STATEDRWNNO.DATER E V I S I O N SAPPRDESCRIPTIONSHEET NO:PROJECT NO:JANUARY 2023PRELIMINARYNOT FORCONSTRUCTIONTHIS DOCUMENT IS ISSUED FORTHE PURPOSE OF REVIEW ONLYAND IS NOT INTENDED FORFINAL PERMITTING, BIDDING, ORCONSTRUCTION PURPOSES.CHRISTOPHER A. POTTS, P.E.FLORIDA LICENSE NO. 73842J:\000-00-00 INITIAL PLANNING\Ellianos Coffee - Seminole County\Production\Civil\Base\24x36 Plan Sheet.dwg, 2/7/2023 12:02:40 PM, Keit,DWG To PDF.pc3 391 APPENDIX B TURNING MOVEMENT COUNTS 392 393 394 395 396 397 398 399 400 SB Left Turn SB Right Turn SB Thru SB-to-NB U-Turn NB Left Turn NB Right Turn NB Thru EB Left Turn EB Thru EB Right Turn WB Left Turn WB Thru WB Right Turn All 6:30 - 6:45 AM 10 1 7 0 0 2 17 0 0 0 0 0 5 42 6:45 - 7:00 AM 15 0 18 0 0 3 24 0 0 0 2 0 4 66 7:00 - 7:15 AM 14 0 18 0 0 2 45 2 0 0 2 0 14 97 7:15 - 7:30 AM 17 0 20 1 0 3 47 0 0 0 3 0 6 97 7:30 - 7:45 AM 21 3 26 0 0 3 51 1 0 0 3 0 7 115 7:45 - 8:00 AM 33 4 37 0 1 7 43 1 0 0 2 0 13 141 8:00 - 8:15 AM 21 6 32 0 0 6 47 0 1 0 4 0 16 133 8:15 - 8:30 AM 13 10 33 0 1 4 49 0 0 0 0 0 0 110 AM PEAK PERIOD:144 24 191 1 2 30 323 4 1 0 16 0 65 801 PHF AM PEAK HOUR:88 23 128 0 2 20 190 2 1 0 9 0 36 499 0.94 7:30 - 8:30 AM SB Left Turn SB Right Turn SB Thru SB-to-NB U-Turn NB Left Turn NB Right Turn NB Thru EB Left Turn EB Thru EB Right Turn WB Left Turn WB Thru WB Right Turn All 3:45-4:00 PM 20 8 39 1 4 5 34 4 1 2 5 2 11 136 4:00-4:15 PM 13 2 42 0 3 3 38 5 1 1 8 0 11 127 4:15-4:30 PM 15 7 48 0 2 7 30 6 1 2 6 0 8 132 4:30-4:45 PM 20 14 49 0 1 5 47 8 1 1 9 0 12 167 4:45-5:00 PM 17 12 41 1 0 3 22 10 0 4 4 1 12 127 5:00-5:15 PM 23 5 40 0 2 5 36 11 1 2 4 2 16 147 5:15-5:30 PM 13 0 38 0 0 1 34 1 0 2 7 0 10 106 5:30-5:45 PM 19 1 45 0 3 3 36 3 0 3 7 0 8 128 PM PEAK PERIOD:140 49 342 2 15 32 277 48 5 17 50 5 88 1070 PHF PM PEAK HOUR:75 38 178 1 5 20 135 35 3 9 23 3 48 573 0.86 4:15-5:15 PM TABLE B-1 Vistawilla Drive / North Foundry Center Driveway TURNING MOVEMENT COUNTS - ALL VEHICLES Monday, May 8, 2023 BUCKHOLZ TRAFFIC VISTAWILLA DRIVE VISTAWILLA DRIVE Friday, May 5, 2023 NORTH DRIVEWAY NORTH DRIVEWAY 401 SB Left Turn SB Right Turn SB Thru SB-to-NB U-Turn NB Left Turn NB Right Turn NB Thru EB Left Turn EB Thru EB Right Turn WB Left Turn WB Thru WB Right Turn All 6:30 - 6:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:45 - 7:00 AM 2 0 2 0 0 0 0 0 0 0 0 0 0 4 7:00 - 7:15 AM 0 0 1 0 0 0 1 1 0 0 0 0 2 5 7:15 - 7:30 AM 4 0 0 0 0 0 1 0 0 0 0 0 0 5 7:30 - 7:45 AM 4 0 1 0 0 0 0 0 0 0 0 0 1 6 7:45 - 8:00 AM 13 0 4 0 0 0 1 1 0 0 2 0 6 27 8:00 - 8:15 AM 1 0 0 0 0 2 2 0 1 0 1 0 5 12 8:15 - 8:30 AM 2 0 2 0 0 0 0 1 0 0 1 0 0 6 AM PEAK PERIOD:26 0 10 0 0 2 5 3 1 0 4 0 14 65 AM PEAK HOUR:20 0 7 0 0 2 3 2 1 0 4 0 12 51 7:30 - 8:30 AM 23%0%5%0%0%10%2%100%100%0%44%0%33%10% SB Left Turn SB Right Turn SB Thru SB-to-NB U-Turn NB Left Turn NB Right Turn NB Thru EB Left Turn EB Thru EB Right Turn WB Left Turn WB Thru WB Right Turn All 3:45-4:00 PM 0 0 3 0 0 1 0 0 1 0 0 0 0 5 4:00-4:15 PM 0 0 1 0 0 0 1 0 0 0 2 0 1 5 4:15-4:30 PM 0 0 2 0 0 0 1 0 0 0 0 0 0 3 4:30-4:45 PM 2 0 2 0 0 0 3 0 0 0 0 0 1 8 4:45-5:00 PM 1 0 0 0 0 0 3 1 0 0 0 0 0 5 5:00-5:15 PM 0 0 1 0 0 0 1 0 0 0 0 0 0 2 5:15-5:30 PM 0 0 0 0 0 0 2 0 0 0 0 0 0 2 5:30-5:45 PM 0 0 0 0 0 0 1 0 0 0 0 0 0 1 PM PEAK PERIOD:3 0 9 0 0 1 12 1 1 0 2 0 2 31 PM PEAK HOUR:3 0 5 0 0 0 8 1 0 0 0 0 1 18 4:15-5:15 PM 4%0%3%0%0%0%6%3%0%0%0%0%2%3% Friday, May 5, 2023 VISTAWILLA DRIVE NORTH DRIVEWAY BUCKHOLZ TRAFFIC TABLE B-2 Vistawilla Drive / North Foundry Center Driveway TURNING MOVEMENT COUNTS - TRUCKS Monday, May 8, 2023 VISTAWILLA DRIVE NORTH DRIVEWAY 402 Left Turn In Right Turn In Left Turn Out Right Turn Out All 6:30 - 6:45 AM 0 0 0 0 0 6:45 - 7:00 AM 0 1 0 0 1 7:00 - 7:15 AM 0 0 0 0 0 7:15 - 7:30 AM 0 0 0 0 0 7:30 - 7:45 AM 0 0 0 1 1 7:45 - 8:00 AM 0 0 0 0 0 8:00 - 8:15 AM 0 0 0 1 1 8:15 - 8:30 AM 0 0 0 0 0 AM PEAK PERIOD:0 1 0 2 3 AM PEAK HOUR:0 0 0 2 2 7:30 - 8:30 AM Left Turn In Right Turn In Left Turn Out Right Turn Out All 3:45-4:00 PM 2 0 1 2 5 4:00-4:15 PM 0 0 0 0 0 4:15-4:30 PM 1 1 0 1 3 4:30-4:45 PM 0 0 0 0 0 4:45-5:00 PM 2 0 0 0 2 5:00-5:15 PM 0 0 0 0 0 5:15-5:30 PM 1 1 0 0 2 5:30-5:45 PM 2 1 0 0 3 PM PEAK PERIOD:8 3 1 3 15 PM PEAK HOUR:3 1 0 1 5 4:15-5:15 PM BUCKHOLZ TRAFFIC Friday, May 5, 2023 SOUTH DRIVEWAY SOUTH DRIVEWAY TABLE B-3 Vistawilla Drive / South Foundry Center Driveway TURNING MOVEMENT COUNTS - ALL VEHICLES Monday, May 8, 2023 403 Left Turn In Right Turn In Left Turn Out Right Turn Out All 6:30 - 6:45 AM 0 0 0 0 0 6:45 - 7:00 AM 0 1 0 0 1 7:00 - 7:15 AM 0 0 0 0 0 7:15 - 7:30 AM 0 0 0 0 0 7:30 - 7:45 AM 0 0 0 1 1 7:45 - 8:00 AM 0 0 0 0 0 8:00 - 8:15 AM 0 0 0 0 0 8:15 - 8:30 AM 0 0 0 0 0 AM PEAK PERIOD:0 1 0 1 2 AM PEAK HOUR:0 0 0 1 1 7:30 - 8:30 AM 0%0%0%50%50% Left Turn In Right Turn In Left Turn Out Right Turn Out All 3:45-4:00 PM 1 0 0 0 1 4:00-4:15 PM 0 0 0 0 0 4:15-4:30 PM 0 0 0 0 0 4:30-4:45 PM 0 0 0 0 0 4:45-5:00 PM 0 0 0 0 0 5:00-5:15 PM 0 0 0 0 0 5:15-5:30 PM 0 0 0 0 0 5:30-5:45 PM 0 0 0 0 0 PM PEAK PERIOD:1 0 0 0 1 PM PEAK HOUR:0 0 0 0 0 4:15-5:15 PM 0%0%0%0%0% SOUTH DRIVEWAY BUCKHOLZ TRAFFIC TABLE B-4 Vistawilla Drive / South Foundry Center Driveway TURNING MOVEMENT COUNTS - TRUCKS Monday, May 8, 2023 SOUTH DRIVEWAY Friday, May 5, 2023 404 Right Turn In Right Turn Out All 6:30 - 6:45 AM 0 0 0 6:45 - 7:00 AM 0 1 1 7:00 - 7:15 AM 0 0 0 7:15 - 7:30 AM 0 0 0 7:30 - 7:45 AM 1 0 1 7:45 - 8:00 AM 0 0 0 8:00 - 8:15 AM 2 0 2 8:15 - 8:30 AM 2 0 2 8:30 - 8:45 AM 4 2 6 AM PEAK PERIOD:9 3 12 AM PEAK HOUR:5 0 5 7:30 - 8:30 AM Right Turn In Right Turn Out All 3:45-4:00 PM 0 5 5 4:00-4:15 PM 3 2 5 4:15-4:30 PM 2 3 5 4:30-4:45 PM 0 3 3 4:45-5:00 PM 3 3 6 5:00-5:15 PM 1 2 3 5:15-5:30 PM 0 0 0 5:30-5:45 PM 0 1 1 PM PEAK PERIOD:9 19 28 PM PEAK HOUR:8 11 19 4:15-5:15 PM BUCKHOLZ TRAFFIC Tuesday, May 9, 2023 EAST DRIVEWAY EAST DRIVEWAY TABLE B-5 SR 434 / East Foundry Center Driveway TURNING MOVEMENT COUNTS - ALL VEHICLES Friday, May 12, 2023 405 Right Turn In Right Turn Out All 6:30 - 6:45 AM 0 0 0 6:45 - 7:00 AM 0 0 0 7:00 - 7:15 AM 0 0 0 7:15 - 7:30 AM 0 0 0 7:30 - 7:45 AM 1 0 1 7:45 - 8:00 AM 0 0 0 8:00 - 8:15 AM 0 0 0 8:15 - 8:30 AM 0 0 0 8:30 - 8:45 AM 1 0 1 AM PEAK PERIOD:2 0 2 AM PEAK HOUR:1 0 1 7:30 - 8:30 AM 20%0%20% Right Turn In Right Turn Out All 3:45-4:00 PM 0 1 1 4:00-4:15 PM 0 0 0 4:15-4:30 PM 0 0 0 4:30-4:45 PM 0 0 0 4:45-5:00 PM 1 0 1 5:00-5:15 PM 0 0 0 5:15-5:30 PM 0 0 0 5:30-5:45 PM 0 0 0 PM PEAK PERIOD:1 1 2 PM PEAK HOUR:1 0 1 4:15-5:15 PM 13%0%5% EAST DRIVEWAY BUCKHOLZ TRAFFIC TABLE B-6 SR 434 / East Foundry Center Driveway TURNING MOVEMENT COUNTS - TRUCKS Friday, May 12, 2023 EAST DRIVEWAY Tuesday, May 9, 2023 406 APPENDIX C FDOT TRAFFIC DATA 407 Actual Predicted Year X AADT (Y)AADT 2018 0 22300 23004 2019 1 24500 23562 2020 2 24119 2021 3 24677 2022 4 25000 25235 2023 5 25792 2024 6 26350 i = 2.3% TABLE C-1 LINEAR REGRESSION ANALYSIS BUCKHOLZ TRAFFIC SR 434, West of TOLL SR 417 y = 557.69x + 23004 R² = 0.6532 15000 17000 19000 21000 23000 25000 27000 29000 0 1 2 3 4 5 6AADT 408 FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2022 VEHICLE CLASS HISTORY DATA COUNTY: 77 -- SEMINOLE SITE: 0285 DESCRIPTION: ON SR-434, 0.143 MI. W OF SR-417 (UVL) PASSENGER SINGLE UNIT COMBINATION MULTI TRAILER VEHICLES TOTAL TRUCKS TRUCKS TRAILER TRUCKS TRUCKS YEAR AADT % VOLUME % VOLUME % VOLUME % VOLUME % VOLUME ---- ---------- ------------------- ------------------- ------------------- ------------------- ------------------- 2022 25000 96.47 24,118 3.53 883 3.16 790 0.37 93 0.00 0 2019 24500 94.90 23,251 5.10 1,250 4.46 1,093 0.64 157 0.00 0 2018 22300 94.99 21,183 5.01 1,117 4.39 979 0.62 138 0.00 0 2017 22400 94.09 21,076 5.91 1,324 3.75 840 2.15 482 0.01 2 2016 20700 93.07 19,265 6.93 1,435 5.36 1,110 1.57 325 0.00 0 2015 20600 94.30 19,425 5.70 1,175 4.24 874 1.46 301 0.00 0 2014 19000 95.68 18,179 4.32 821 3.26 619 1.05 200 0.01 2 NOTE: 1 - PASSENGER VEHICLES = VEHICLE CLASS 1-3, 14, 15 2 - TOTAL TRUCKS = VEHICLE CLASS 4-13 3 - SINGLE UNIT TRUCKS = VEHICLE CLASS 4-7 4 - COMBINATION TRAILER TRUCKS = VEHICLE CLASS 8-10 5 - MULTI TRAILER TRUCKS = VEHICLE CLASS 11-13 409 COUNTY: 77 STATION: 0285 DESCRIPTION: ON SR-434, 0.143 MI. W OF SR-417 (UVL) START DATE: 02/15/2022 START TIME: 0000 --------------------------------------------------------------------------------------- DIRECTION: E DIRECTION: W COMBINED TIME 1ST 2ND 3RD 4TH TOTAL 1ST 2ND 3RD 4TH TOTAL TOTAL --------------------------------------------------------------------------------------- 0000 14 18 17 8 57 | 13 12 10 6 41 | 98 0100 11 8 6 3 28 | 5 7 9 6 27 | 55 0200 5 7 8 13 33 | 5 8 5 2 20 | 53 0300 5 6 12 7 30 | 4 5 8 8 25 | 55 0400 14 13 17 17 61 | 4 12 13 19 48 | 109 0500 32 44 46 77 199 | 31 33 76 66 206 | 405 0600 86 150 183 203 622 | 81 113 147 151 492 | 1114 0700 218 264 254 242 978 | 197 233 247 206 883 | 1861 0800 234 231 244 206 915 | 249 248 245 229 971 | 1886 0900 212 213 185 181 791 | 204 177 189 170 740 | 1531 1000 202 170 197 168 737 | 180 167 182 192 721 | 1458 1100 200 169 208 205 782 | 198 163 200 171 732 | 1514 1200 190 187 201 187 765 | 161 204 208 171 744 | 1509 1300 186 216 216 235 853 | 180 172 199 195 746 | 1599 1400 194 221 226 207 848 | 193 212 240 209 854 | 1702 1500 254 274 288 265 1081 | 198 265 264 246 973 | 2054 1600 305 348 375 320 1348 | 295 245 275 294 1109 | 2457 1700 374 328 329 274 1305 | 256 286 269 273 1084 | 2389 1800 271 217 228 165 881 | 230 176 163 141 710 | 1591 1900 172 143 133 104 552 | 150 159 147 111 567 | 1119 2000 109 98 110 108 425 | 98 85 97 70 350 | 775 2100 126 61 61 61 309 | 77 83 63 47 270 | 579 2200 33 31 36 29 129 | 39 35 28 34 136 | 265 2300 36 21 24 20 101 | 38 12 21 19 90 | 191 --------------------------------------------------------------------------------------- 24-HOUR TOTALS: 13830 12539 26369 --------------------------------------------------------------------------------------- PEAK VOLUME INFORMATION DIRECTION: E DIRECTION: W COMBINED DIRECTIONS HOUR VOLUME HOUR VOLUME HOUR VOLUME A.M. 715 994 800 971 715 1929 P.M. 1615 1417 1630 1111 1630 2508 DAILY 1615 1417 1630 1111 1630 2508 TRUCK PERCENTAGE 3.24 4.11 3.65 ---------------------------------------------------------------------------------------------------------- CLASSIFICATION SUMMARY DATABASE DIR 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 TOTTRK TOTVOL E 11 11534 1837 81 294 17 1 31 21 3 0 0 0 0 0 448 13830 W 5 9922 2097 79 358 18 4 26 30 0 0 0 0 0 0 515 12539 ---------------------------------------------------------------------------------------------------------- GENERATED BY SPS 5.0.55P 410 COUNTY: 77 STATION: 0285 DESCRIPTION: ON SR-434, 0.143 MI. W OF SR-417 (UVL) START DATE: 02/16/2022 START TIME: 0000 --------------------------------------------------------------------------------------- DIRECTION: E DIRECTION: W COMBINED TIME 1ST 2ND 3RD 4TH TOTAL 1ST 2ND 3RD 4TH TOTAL TOTAL --------------------------------------------------------------------------------------- 0000 21 10 11 8 50 | 18 14 11 9 52 | 102 0100 11 10 6 3 30 | 4 9 2 6 21 | 51 0200 11 3 8 7 29 | 2 3 3 1 9 | 38 0300 5 6 11 9 31 | 10 6 11 11 38 | 69 0400 14 15 17 19 65 | 10 12 21 17 60 | 125 0500 33 37 56 69 195 | 23 35 67 55 180 | 375 0600 84 139 185 195 603 | 85 105 148 160 498 | 1101 0700 235 259 239 243 976 | 184 256 242 241 923 | 1899 0800 229 254 222 230 935 | 212 256 261 230 959 | 1894 0900 196 200 177 168 741 | 199 193 203 177 772 | 1513 1000 158 183 200 175 716 | 167 166 194 190 717 | 1433 1100 185 220 201 210 816 | 179 156 192 164 691 | 1507 1200 221 202 230 219 872 | 213 182 215 215 825 | 1697 1300 244 214 264 240 962 | 220 220 201 213 854 | 1816 1400 228 256 228 228 940 | 236 247 227 194 904 | 1844 1500 230 325 309 252 1116 | 211 239 250 227 927 | 2043 1600 320 309 315 356 1300 | 282 243 271 290 1086 | 2386 1700 293 348 354 313 1308 | 284 299 275 243 1101 | 2409 1800 279 235 192 158 864 | 212 200 200 174 786 | 1650 1900 160 137 135 110 542 | 142 150 106 103 501 | 1043 2000 119 110 84 109 422 | 118 104 105 107 434 | 856 2100 96 94 56 54 300 | 100 83 66 55 304 | 604 2200 67 47 36 36 186 | 49 41 32 29 151 | 337 2300 25 26 25 36 112 | 23 18 19 14 74 | 186 --------------------------------------------------------------------------------------- 24-HOUR TOTALS: 14111 12867 26978 --------------------------------------------------------------------------------------- PEAK VOLUME INFORMATION DIRECTION: E DIRECTION: W COMBINED DIRECTIONS HOUR VOLUME HOUR VOLUME HOUR VOLUME A.M. 700 976 745 970 715 1921 P.M. 1645 1351 1645 1148 1645 2499 DAILY 1645 1351 1645 1148 1645 2499 TRUCK PERCENTAGE 3.03 3.85 3.43 ---------------------------------------------------------------------------------------------------------- CLASSIFICATION SUMMARY DATABASE DIR 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 TOTTRK TOTVOL E 12 11884 1787 75 280 29 1 23 18 1 0 0 1 0 0 428 14111 W 7 10314 2050 89 345 19 0 27 16 0 0 0 0 0 0 496 12867 ---------------------------------------------------------------------------------------------------------- GENERATED BY SPS 5.0.55P 411 APPENDIX D TRAFFIC ASSIGNMENT CALCULATIONS 412 413 414 415 416 417 418 APPENDIX E CAPACITY CALCULATIONS UNSIGNALIZED INTERSECTIONS 419 AM PEAK HOUR 420 HCS Two-Way Stop-Control Report General Information Site Information Analyst J. Buckholz Intersection SR 434 / West Driveway Agency/Co.BUCKHOLZ TRAFFIC Jurisdiction Seminole County Date Performed 5/15/2023 East/West Street SR 434 Analysis Year 2023 North/South Street West Driveway Time Analyzed AM Peak Hr. Traffic Peak Hour Factor 0.91 Intersection Orientation East-West Analysis Time Period (hrs)0.25 Project Description #23-1835 Lanes Major Street: East-West Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 Number of Lanes 0 0 2 0 0 0 0 0 0 0 1 0 0 0 Configuration T TR R Volume (veh/h)1174 1 1 Percent Heavy Vehicles (%)0 Proportion Time Blocked Percent Grade (%)0 Right Turn Channelized No Median Type | Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec)6.9 Critical Headway (sec)6.90 Base Follow-Up Headway (sec)3.3 Follow-Up Headway (sec)3.30 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)1 Capacity, c (veh/h)419 v/c Ratio 0.00 95% Queue Length, Q₉₅ (veh)0.0 Control Delay (s/veh)13.6 Level of Service (LOS)B Approach Delay (s/veh)13.6 Approach LOS B Copyright © 2023 University of Florida. All Rights Reserved.HCS™ TWSC Version 2023 Generated: 5/15/2023 11:56:07 AM2023_AM_SR434_WestDr.xtw 421 HCS Two-Way Stop-Control Report General Information Site Information Analyst J. Buckholz Intersection SR 434 / East Driveway Agency/Co.BUCKHOLZ TRAFFIC Jurisdiction Seminole County Date Performed 5/15/2023 East/West Street SR 434 Analysis Year 2023 North/South Street East Driveway Time Analyzed AM Peak Hr. Traffic Peak Hour Factor 0.91 Intersection Orientation East-West Analysis Time Period (hrs)0.25 Project Description #23-1835 Lanes Major Street: East-West Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 Number of Lanes 0 0 2 1 0 0 0 0 0 0 1 0 0 0 Configuration T R R Volume (veh/h)1169 5 1 Percent Heavy Vehicles (%)0 Proportion Time Blocked Percent Grade (%)0 Right Turn Channelized No No Median Type | Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec)6.9 Critical Headway (sec)6.90 Base Follow-Up Headway (sec)3.3 Follow-Up Headway (sec)3.30 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)1 Capacity, c (veh/h)421 v/c Ratio 0.00 95% Queue Length, Q₉₅ (veh)0.0 Control Delay (s/veh)13.6 Level of Service (LOS)B Approach Delay (s/veh)13.6 Approach LOS B Copyright © 2023 University of Florida. All Rights Reserved.HCS™ TWSC Version 2023 Generated: 5/15/2023 12:04:49 PM2023_AM_SR434_EastDr.xtw 422 HCS Two-Way Stop-Control Report General Information Site Information Analyst J. Buckholz Intersection Vistawilla Drive / North Driveway Agency/Co.BUCKHOLZ TRAFFIC Jurisdiction Seminole County Date Performed 5/11/2023 East/West Street North Driveway Analysis Year 2023 North/South Street Vistawilla Drive Time Analyzed AM Peak Hr. Traffic Peak Hour Factor 0.94 Intersection Orientation North-South Analysis Time Period (hrs)0.25 Project Description #23-1835 Lanes Major Street: North-South Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 10 11 12 7 8 9 1U 1 2 3 4U 4 5 6 Number of Lanes 0 1 0 0 1 0 0 0 1 0 0 1 1 0 Configuration LTR LTR LTR L TR Volume (veh/h)2 1 0 9 0 34 2 181 19 84 122 22 Percent Heavy Vehicles (%)25 25 0 44 0 33 0 23 Proportion Time Blocked Percent Grade (%)0 0 Right Turn Channelized Median Type | Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec)7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1 Critical Headway (sec)7.35 6.75 6.20 7.54 6.50 6.53 4.10 4.33 Base Follow-Up Headway (sec)3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 Follow-Up Headway (sec)3.73 4.23 3.30 3.90 4.00 3.60 2.20 2.41 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)3 46 2 89 Capacity, c (veh/h)374 626 1440 1242 v/c Ratio 0.01 0.07 0.00 0.07 95% Queue Length, Q₉₅ (veh)0.0 0.2 0.0 0.2 Control Delay (s/veh)14.7 11.2 7.5 0.0 0.0 8.1 Level of Service (LOS)B B A A A A Approach Delay (s/veh)14.7 11.2 0.1 3.0 Approach LOS B B A A Copyright © 2023 University of Florida. All Rights Reserved.HCS™ TWSC Version 2023 Generated: 5/15/2023 12:59:59 PM2023_AM_Vistawilla_NorthDr.xtw 423 HCS Two-Way Stop-Control Report General Information Site Information Analyst J. Buckholz Intersection Vistawilla Drive / South Driveway Agency/Co.BUCKHOLZ TRAFFIC Jurisdiction Seminole County Date Performed 5/11/2023 East/West Street South Driveway Analysis Year 2023 North/South Street Vistawilla Drive Time Analyzed AM Peak Hr. Traffic Peak Hour Factor 0.94 Intersection Orientation North-South Analysis Time Period (hrs)0.25 Project Description #23-1835 Lanes Major Street: North-South Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 10 11 12 7 8 9 1U 1 2 3 4U 4 5 6 Number of Lanes 0 1 0 0 0 0 0 0 1 0 0 0 1 0 Configuration LR LT TR Volume (veh/h)0 2 0 201 130 0 Percent Heavy Vehicles (%)0 25 0 Proportion Time Blocked Percent Grade (%)0 Right Turn Channelized Median Type | Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec)7.1 6.2 4.1 Critical Headway (sec)6.40 6.45 4.10 Base Follow-Up Headway (sec)3.5 3.3 2.2 Follow-Up Headway (sec)3.50 3.53 2.20 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)2 0 Capacity, c (veh/h)852 1458 v/c Ratio 0.00 0.00 95% Queue Length, Q₉₅ (veh)0.0 0.0 Control Delay (s/veh)9.2 7.5 0.0 Level of Service (LOS)A A A Approach Delay (s/veh)9.2 0.0 Approach LOS A A Copyright © 2023 University of Florida. All Rights Reserved.HCS™ TWSC Version 2023 Generated: 5/15/2023 1:01:12 PM2023_AM_Vistawilla_SouthDr.xtw 424 HCS Two-Way Stop-Control Report General Information Site Information Analyst J. Buckholz Intersection SR 434 / West Driveway Agency/Co.BUCKHOLZ TRAFFIC Jurisdiction Seminole County Date Performed 5/15/2023 East/West Street SR 434 Analysis Year 2024 North/South Street West Driveway Time Analyzed AM Peak Hr. BUILD Traffic Peak Hour Factor 0.91 Intersection Orientation East-West Analysis Time Period (hrs)0.25 Project Description #23-1835 Lanes Major Street: East-West Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 Number of Lanes 0 0 2 0 0 0 0 0 0 0 1 0 0 0 Configuration T TR R Volume (veh/h)1190 24 23 Percent Heavy Vehicles (%)2 Proportion Time Blocked Percent Grade (%)0 Right Turn Channelized No Median Type | Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec)6.9 Critical Headway (sec)6.94 Base Follow-Up Headway (sec)3.3 Follow-Up Headway (sec)3.32 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)25 Capacity, c (veh/h)401 v/c Ratio 0.06 95% Queue Length, Q₉₅ (veh)0.2 Control Delay (s/veh)14.6 Level of Service (LOS)B Approach Delay (s/veh)14.6 Approach LOS B Copyright © 2023 University of Florida. All Rights Reserved.HCS™ TWSC Version 2023 Generated: 5/15/2023 12:10:31 PM2024_B_AM_SR434_WestDr.xtw 425 HCS Two-Way Stop-Control Report General Information Site Information Analyst J. Buckholz Intersection SR 434 / East Driveway Agency/Co.BUCKHOLZ TRAFFIC Jurisdiction Seminole County Date Performed 5/15/2023 East/West Street SR 434 Analysis Year 2024 North/South Street East Driveway Time Analyzed AM Peak Hr. BUILD Traffic Peak Hour Factor 0.91 Intersection Orientation East-West Analysis Time Period (hrs)0.25 Project Description #23-1835 Lanes Major Street: East-West Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 Number of Lanes 0 0 2 1 0 0 0 0 0 0 1 0 0 0 Configuration T R R Volume (veh/h)1208 5 9 Percent Heavy Vehicles (%)2 Proportion Time Blocked Percent Grade (%)0 Right Turn Channelized No No Median Type | Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec)6.9 Critical Headway (sec)6.94 Base Follow-Up Headway (sec)3.3 Follow-Up Headway (sec)3.32 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)10 Capacity, c (veh/h)403 v/c Ratio 0.02 95% Queue Length, Q₉₅ (veh)0.1 Control Delay (s/veh)14.2 Level of Service (LOS)B Approach Delay (s/veh)14.2 Approach LOS B Copyright © 2023 University of Florida. All Rights Reserved.HCS™ TWSC Version 2023 Generated: 5/15/2023 12:09:43 PM2024_B_AM_SR434_EastDr.xtw 426 HCS Two-Way Stop-Control Report General Information Site Information Analyst J. Buckholz Intersection Vistawilla Drive / North Driveway Agency/Co.BUCKHOLZ TRAFFIC Jurisdiction Seminole County Date Performed 5/11/2023 East/West Street North Driveway Analysis Year 2024 North/South Street Vistawilla Drive Time Analyzed AM Peak Hr. BUILD Traffic Peak Hour Factor 0.94 Intersection Orientation North-South Analysis Time Period (hrs)0.25 Project Description #23-1835 Lanes Major Street: North-South Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 10 11 12 7 8 9 1U 1 2 3 4U 4 5 6 Number of Lanes 0 1 0 0 1 0 0 0 1 0 0 1 1 0 Configuration LTR LTR LTR L TR Volume (veh/h)11 1 2 9 0 35 10 177 19 86 125 33 Percent Heavy Vehicles (%)25 100 0 44 0 33 0 23 Proportion Time Blocked Percent Grade (%)0 0 Right Turn Channelized Median Type | Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec)7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1 Critical Headway (sec)7.35 7.50 6.20 7.54 6.50 6.53 4.10 4.33 Base Follow-Up Headway (sec)3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 Follow-Up Headway (sec)3.73 4.90 3.30 3.90 4.00 3.60 2.20 2.41 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)15 47 11 91 Capacity, c (veh/h)377 619 1422 1247 v/c Ratio 0.04 0.08 0.01 0.07 95% Queue Length, Q₉₅ (veh)0.1 0.2 0.0 0.2 Control Delay (s/veh)14.9 11.3 7.6 0.1 0.1 8.1 Level of Service (LOS)B B A A A A Approach Delay (s/veh)14.9 11.3 0.4 2.9 Approach LOS B B A A Copyright © 2023 University of Florida. All Rights Reserved.HCS™ TWSC Version 2023 Generated: 5/11/2023 5:06:28 PM2024_B_AM_Vistawilla_NorthDr.xtw 427 HCS Two-Way Stop-Control Report General Information Site Information Analyst J. Buckholz Intersection Vistawilla Drive / South Driveway Agency/Co.BUCKHOLZ TRAFFIC Jurisdiction Seminole County Date Performed 5/11/2023 East/West Street South Driveway Analysis Year 2024 North/South Street Vistawilla Drive Time Analyzed AM Peak Hr. BUILD Traffic Peak Hour Factor 0.94 Intersection Orientation North-South Analysis Time Period (hrs)0.25 Project Description #23-1835 Lanes Major Street: North-South Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 10 11 12 7 8 9 1U 1 2 3 4U 4 5 6 Number of Lanes 0 1 0 0 0 0 0 0 1 0 0 0 1 0 Configuration LR LT TR Volume (veh/h)0 3 3 206 135 0 Percent Heavy Vehicles (%)0 25 0 Proportion Time Blocked Percent Grade (%)0 Right Turn Channelized Median Type | Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec)7.1 6.2 4.1 Critical Headway (sec)6.40 6.45 4.10 Base Follow-Up Headway (sec)3.5 3.3 2.2 Follow-Up Headway (sec)3.50 3.53 2.20 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)3 3 Capacity, c (veh/h)846 1451 v/c Ratio 0.00 0.00 95% Queue Length, Q₉₅ (veh)0.0 0.0 Control Delay (s/veh)9.3 7.5 0.0 Level of Service (LOS)A A A Approach Delay (s/veh)9.3 0.1 Approach LOS A A Copyright © 2023 University of Florida. All Rights Reserved.HCS™ TWSC Version 2023 Generated: 5/11/2023 5:09:13 PM2024_B_AM_Vistawilla_SouthDr.xtw 428 PM PEAK HOUR 429 HCS Two-Way Stop-Control Report General Information Site Information Analyst J. Buckholz Intersection SR 434 / West Driveway Agency/Co.BUCKHOLZ TRAFFIC Jurisdiction Seminole County Date Performed 5/11/2023 East/West Street SR 434 Analysis Year 2023 North/South Street West Driveway Time Analyzed PM Peak Hr. Traffic Peak Hour Factor 0.85 Intersection Orientation East-West Analysis Time Period (hrs)0.25 Project Description #23-1835 Lanes Major Street: East-West Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 Number of Lanes 0 0 2 0 0 0 0 0 0 0 1 0 0 0 Configuration T TR R Volume (veh/h)1285 1 1 Percent Heavy Vehicles (%)0 Proportion Time Blocked Percent Grade (%)0 Right Turn Channelized No Median Type | Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec)6.9 Critical Headway (sec)6.90 Base Follow-Up Headway (sec)3.3 Follow-Up Headway (sec)3.30 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)1 Capacity, c (veh/h)355 v/c Ratio 0.00 95% Queue Length, Q₉₅ (veh)0.0 Control Delay (s/veh)15.2 Level of Service (LOS)C Approach Delay (s/veh)15.2 Approach LOS C Copyright © 2023 University of Florida. All Rights Reserved.HCS™ TWSC Version 2023 Generated: 5/11/2023 4:57:29 PM2023_PM_SR434_WestDr.xtw 430 HCS Two-Way Stop-Control Report General Information Site Information Analyst J. Buckholz Intersection SR 434 / East Driveway Agency/Co.BUCKHOLZ TRAFFIC Jurisdiction Seminole County Date Performed 5/11/2023 East/West Street SR 434 Analysis Year 2023 North/South Street East Driveway Time Analyzed PM Peak Hr. Traffic Peak Hour Factor 0.85 Intersection Orientation East-West Analysis Time Period (hrs)0.25 Project Description #23-1835 Lanes Major Street: East-West Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 Number of Lanes 0 0 2 1 0 0 0 0 0 0 1 0 0 0 Configuration T R R Volume (veh/h)1278 8 10 Percent Heavy Vehicles (%)0 Proportion Time Blocked Percent Grade (%)0 Right Turn Channelized No No Median Type | Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec)6.9 Critical Headway (sec)6.90 Base Follow-Up Headway (sec)3.3 Follow-Up Headway (sec)3.30 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)12 Capacity, c (veh/h)357 v/c Ratio 0.03 95% Queue Length, Q₉₅ (veh)0.1 Control Delay (s/veh)15.4 Level of Service (LOS)C Approach Delay (s/veh)15.4 Approach LOS C Copyright © 2023 University of Florida. All Rights Reserved.HCS™ TWSC Version 2023 Generated: 5/11/2023 5:00:28 PM2023_PM_SR434_EastDr.xtw 431 HCS Two-Way Stop-Control Report General Information Site Information Analyst J. Buckholz Intersection Vistawilla Drive / North Driveway Agency/Co.BUCKHOLZ TRAFFIC Jurisdiction Seminole County Date Performed 5/11/2023 East/West Street North Driveway Analysis Year 2023 North/South Street Vistawilla Drive Time Analyzed PM Peak Hr. Traffic Peak Hour Factor 0.86 Intersection Orientation North-South Analysis Time Period (hrs)0.25 Project Description #23-1835 Lanes Major Street: North-South Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 10 11 12 7 8 9 1U 1 2 3 4U 4 5 6 Number of Lanes 0 1 0 0 1 0 0 0 1 0 0 1 1 0 Configuration LTR LTR LTR L TR Volume (veh/h)33 3 9 22 3 46 5 128 19 72 169 36 Percent Heavy Vehicles (%)3 0 0 0 0 2 0 4 Proportion Time Blocked Percent Grade (%)0 0 Right Turn Channelized Median Type | Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec)7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1 Critical Headway (sec)7.13 6.50 6.20 7.10 6.50 6.22 4.10 4.14 Base Follow-Up Headway (sec)3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 Follow-Up Headway (sec)3.53 4.00 3.30 3.50 4.00 3.32 2.20 2.24 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)52 83 6 84 Capacity, c (veh/h)416 623 1340 1394 v/c Ratio 0.13 0.13 0.00 0.06 95% Queue Length, Q₉₅ (veh)0.4 0.5 0.0 0.2 Control Delay (s/veh)14.9 11.7 7.7 0.0 0.0 7.7 Level of Service (LOS)B B A A A A Approach Delay (s/veh)14.9 11.7 0.3 2.0 Approach LOS B B A A Copyright © 2023 University of Florida. All Rights Reserved.HCS™ TWSC Version 2023 Generated: 5/11/2023 4:41:16 PM2023_PM_Vistawilla_NorthDr.xtw 432 HCS Two-Way Stop-Control Report General Information Site Information Analyst J. Buckholz Intersection Vistawilla Drive / South Driveway Agency/Co.BUCKHOLZ TRAFFIC Jurisdiction Seminole County Date Performed 5/11/2023 East/West Street South Driveway Analysis Year 2023 North/South Street Vistawilla Drive Time Analyzed PM Peak Hr. Traffic Peak Hour Factor 0.86 Intersection Orientation North-South Analysis Time Period (hrs)0.25 Project Description #23-1835 Lanes Major Street: North-South Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 10 11 12 7 8 9 1U 1 2 3 4U 4 5 6 Number of Lanes 0 1 0 0 0 0 0 0 1 0 0 0 1 0 Configuration LR LT TR Volume (veh/h)0 1 3 152 199 1 Percent Heavy Vehicles (%)0 0 0 Proportion Time Blocked Percent Grade (%)0 Right Turn Channelized Median Type | Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec)7.1 6.2 4.1 Critical Headway (sec)6.40 6.20 4.10 Base Follow-Up Headway (sec)3.5 3.3 2.2 Follow-Up Headway (sec)3.50 3.30 2.20 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)1 3 Capacity, c (veh/h)812 1347 v/c Ratio 0.00 0.00 95% Queue Length, Q₉₅ (veh)0.0 0.0 Control Delay (s/veh)9.4 7.7 0.0 Level of Service (LOS)A A A Approach Delay (s/veh)9.4 0.2 Approach LOS A A Copyright © 2023 University of Florida. All Rights Reserved.HCS™ TWSC Version 2023 Generated: 5/11/2023 4:52:44 PM2023_PM_Vistawilla_SouthDr.xtw 433 HCS Two-Way Stop-Control Report General Information Site Information Analyst J. Buckholz Intersection SR 434 / West Driveway Agency/Co.BUCKHOLZ TRAFFIC Jurisdiction Seminole County Date Performed 5/11/2023 East/West Street SR 434 Analysis Year 2024 North/South Street West Driveway Time Analyzed PM Peak Hr. BUILD Traffic Peak Hour Factor 0.85 Intersection Orientation East-West Analysis Time Period (hrs)0.25 Project Description #23-1835 Lanes Major Street: East-West Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 Number of Lanes 0 0 2 0 0 0 0 0 0 0 1 0 0 0 Configuration T TR R Volume (veh/h)1311 8 7 Percent Heavy Vehicles (%)0 Proportion Time Blocked Percent Grade (%)0 Right Turn Channelized No Median Type | Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec)6.9 Critical Headway (sec)6.90 Base Follow-Up Headway (sec)3.3 Follow-Up Headway (sec)3.30 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)8 Capacity, c (veh/h)345 v/c Ratio 0.02 95% Queue Length, Q₉₅ (veh)0.1 Control Delay (s/veh)15.7 Level of Service (LOS)C Approach Delay (s/veh)15.7 Approach LOS C Copyright © 2023 University of Florida. All Rights Reserved.HCS™ TWSC Version 2023 Generated: 5/11/2023 5:15:01 PM2024_B_PM_SR434_WestDr.xtw 434 HCS Two-Way Stop-Control Report General Information Site Information Analyst J. Buckholz Intersection SR 434 / East Driveway Agency/Co.BUCKHOLZ TRAFFIC Jurisdiction Seminole County Date Performed 5/11/2023 East/West Street SR 434 Analysis Year 2024 North/South Street East Driveway Time Analyzed PM Peak Hr. BUILD Traffic Peak Hour Factor 0.85 Intersection Orientation East-West Analysis Time Period (hrs)0.25 Project Description #23-1835 Lanes Major Street: East-West Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 Number of Lanes 0 0 2 1 0 0 0 0 0 0 1 0 0 0 Configuration T R R Volume (veh/h)1310 8 13 Percent Heavy Vehicles (%)0 Proportion Time Blocked Percent Grade (%)0 Right Turn Channelized No No Median Type | Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec)6.9 Critical Headway (sec)6.90 Base Follow-Up Headway (sec)3.3 Follow-Up Headway (sec)3.30 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)15 Capacity, c (veh/h)347 v/c Ratio 0.04 95% Queue Length, Q₉₅ (veh)0.1 Control Delay (s/veh)15.8 Level of Service (LOS)C Approach Delay (s/veh)15.8 Approach LOS C Copyright © 2023 University of Florida. All Rights Reserved.HCS™ TWSC Version 2023 Generated: 5/11/2023 5:16:58 PM2024_B_PM_SR434_EastDr.xtw 435 HCS Two-Way Stop-Control Report General Information Site Information Analyst J. Buckholz Intersection Vistawilla Drive / North Driveway Agency/Co.BUCKHOLZ TRAFFIC Jurisdiction Seminole County Date Performed 5/11/2023 East/West Street North Driveway Analysis Year 2024 North/South Street Vistawilla Drive Time Analyzed PM Peak Hr. BUILD Traffic Peak Hour Factor 0.86 Intersection Orientation North-South Analysis Time Period (hrs)0.25 Project Description #23-1835 Lanes Major Street: North-South Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 10 11 12 7 8 9 1U 1 2 3 4U 4 5 6 Number of Lanes 0 1 0 0 1 0 0 0 1 0 0 1 1 0 Configuration LTR LTR LTR L TR Volume (veh/h)38 3 9 23 3 47 9 128 19 74 173 41 Percent Heavy Vehicles (%)3 0 0 0 0 2 0 4 Proportion Time Blocked Percent Grade (%)0 0 Right Turn Channelized Median Type | Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec)7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1 Critical Headway (sec)7.13 6.50 6.20 7.10 6.50 6.22 4.10 4.14 Base Follow-Up Headway (sec)3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 Follow-Up Headway (sec)3.53 4.00 3.30 3.50 4.00 3.32 2.20 2.24 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)58 85 10 86 Capacity, c (veh/h)395 607 1329 1394 v/c Ratio 0.15 0.14 0.01 0.06 95% Queue Length, Q₉₅ (veh)0.5 0.5 0.0 0.2 Control Delay (s/veh)15.7 11.9 7.7 0.1 0.1 7.8 Level of Service (LOS)C B A A A A Approach Delay (s/veh)15.7 11.9 0.5 2.0 Approach LOS C B A A Copyright © 2023 University of Florida. All Rights Reserved.HCS™ TWSC Version 2023 Generated: 5/11/2023 5:03:24 PM2024_B_PM_Vistawilla_NorthDr.xtw 436 HCS Two-Way Stop-Control Report General Information Site Information Analyst J. Buckholz Intersection Vistawilla Drive / South Driveway Agency/Co.BUCKHOLZ TRAFFIC Jurisdiction Seminole County Date Performed 5/11/2023 East/West Street South Driveway Analysis Year 2024 North/South Street Vistawilla Drive Time Analyzed PM Peak Hr. BUILD Traffic Peak Hour Factor 0.86 Intersection Orientation North-South Analysis Time Period (hrs)0.25 Project Description #23-1835 Lanes Major Street: North-South Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 10 11 12 7 8 9 1U 1 2 3 4U 4 5 6 Number of Lanes 0 1 0 0 0 0 0 0 1 0 0 0 1 0 Configuration LR LT TR Volume (veh/h)0 1 3 156 205 1 Percent Heavy Vehicles (%)0 0 0 Proportion Time Blocked Percent Grade (%)0 Right Turn Channelized Median Type | Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec)7.1 6.2 4.1 Critical Headway (sec)6.40 6.20 4.10 Base Follow-Up Headway (sec)3.5 3.3 2.2 Follow-Up Headway (sec)3.50 3.30 2.20 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)1 3 Capacity, c (veh/h)805 1339 v/c Ratio 0.00 0.00 95% Queue Length, Q₉₅ (veh)0.0 0.0 Control Delay (s/veh)9.5 7.7 0.0 Level of Service (LOS)A A A Approach Delay (s/veh)9.5 0.2 Approach LOS A A Copyright © 2023 University of Florida. All Rights Reserved.HCS™ TWSC Version 2023 Generated: 5/11/2023 5:10:58 PM2024_B_PM_Vistawilla_SouthDr.xtw 437 10/11/23, 1:39 PM North American Industry Classification System (NAICS) U.S. Census Bureau https://www.census.gov/naics/?input=722515&year=2022&details=722515 1/5 (htt ps://ww w.cens us .gov ) An official website of the United States government Nor th American Industry Classication System Menu NAICS Search Enter keyword or 2-6 digit code 2022 NAICS Search Go Enter keyword or 2-6 digit code 2017 NAICS Search Go Enter keyword or 2-6 digit code 2012 NAICS Search Go 2022 NAICS Denition T = Canadian, Mexican, and United States industries are comparable. 722515 Snack and Nonalcoholic Beverage Bars This U.S. industry comprises establishments primarily engaged in (1) preparing and/or serving a specialty snack, such as ice cream, frozen yogurt, cookies, or popcorn, or (2) serving nonalcoholic beverages, such as coffee, juices, or sodas for consumption on or near the premises. These establishments may carry and sell a combination of snack, nonalcoholic beverage, and other related products (e.g., coffee beans, mugs, coffee makers) but generally promote and sell a unique snack or nonalcoholic beverage. Illustrative Examples: Beverage bars, nonalcoholic, xed location Doughnut shops, on premise baking and carryout service Bagel shops, on premise baking and carryout service Pretzel shops, on premise baking and carryout service Cookie shops, on premise baking and carryout service Coffee shops, on premise brewing Ice cream parlors Juice bars, nonalcoholic, xed location 438 10/11/23, 1:39 PM North American Industry Classification System (NAICS) U.S. Census Bureau https://www.census.gov/naics/?input=722515&year=2022&details=722515 2/5 Cross-References. Establishments primarily engaged in-- Selling one or more of the following food specialties (except from mobile vehicles): hamburgers, hot dogs, pizza, chicken, specialty cuisines--are classied based on the type of food service provided to patrons; Preparing and serving snacks and nonalcoholic beverages from mobile vehicles for immediate consumption--are classied in Industry 722330, Mobile Food Services; and Operating as street vendors (except food) or retailing food (except food prepared and served for immediate consumption)--are classied in Sector 44-45, Retail Trade. 2012 NAICS 2017 NAICS 2022 NAICS Corresponding Index Entries 722515 722515 722515 Bagel shops, on premise baking and carryout service 722515 722515 722515 Bakery cafes, on premise baking and selling for immediate consumption 722515 722515 722515 Beverage (e.g., coffee, juice, soft drink) bars, nonalcoholic, xed location 722515 722515 722515 Canteens, xed location 722515 722515 722515 Coffee shops, on premise brewing 722515 722515 722515 Confectionery snack shops, made on premises with carryout services 722515 722515 722515 Cookie shops, on premise baking and carryout service 722515 722515 722515 Doughnut shops, on premise baking and carryout service 722515 722515 722515 Fixed location refreshment stands 722515 722515 722515 Frozen custard stands, xed location 439 10/11/23, 1:39 PM North American Industry Classification System (NAICS) U.S. Census Bureau https://www.census.gov/naics/?input=722515&year=2022&details=722515 3/5 2012 NAICS 2017 NAICS 2022 NAICS Corresponding Index Entries 722515 722515 722515 Frozen yogurt shops 722515 722515 722515 Ice cream parlors 722515 722515 722515 Juice bars, nonalcoholic, xed location 722515 722515 722515 Pretzel shops, on premise baking and carryout service 722515 722515 722515 Refreshment stands, xed location 722515 722515 722515 Smoothie shops 722515 722515 722515 Snack bars (e.g., cookies, popcorn, pretzels), xed location 722515 722515 722515 Soft drink beverage bars, nonalcoholic, xed location 2022 NAICS Manual  2022 NAICS 2017 NAICS 2012 NAICS 2007 NAICS 2002 NAICS 1997 NAICS Reference Files  September 14, 2023 NAICS Update Process Fact Sheet is now available. December 21, 2021 (federal_register_notices/notices/fr21dc2 [PDF, 203KB] Nor th American Industry Classication System—Revision for 2022; Update of Statistical Policy Directive No. 8 Announcements 440 10/11/23, 1:39 PM North American Industry Classification System (NAICS) U.S. Census Bureau https://www.census.gov/naics/?input=722515&year=2022&details=722515 4/5 (reference_les_tools/2022_NAICS_Manual.pdf) View or download this publication (reference_les_tools/2022_NAICS_Manual.pdf) [PDF, 7MB] Concordances Downloadable Files NAICS Update Process Fact Sheet (reference_les_tools/NAICS_Update_Process_Fact_Sheet.pdf) [PDF, 91.0KB] North American Industry Classication System: Classication of Establishments; and Elimination of Statistical Policy Directive No. 9, Standard Industrial Classication of Enterprises; Notice. Vol. 86, No. 242 2022 NAICS Structure with Change Indicator (2022NAICS/2022_NAICS_Structure.xlsx) [XLSX, 86KB] July 02, 2021 (federal_register_notices/notices/fr02jy21 [PDF, 372KB] Nor th American Industry Classication System (NAICS) Updates fo 2022; Update of Statistical Policy Directive No. 8, Standard Industrial Classication of Establishments; and Elimination of Statistical Policy Directive No. 9, Standard Industrial Classication of Enterprises; Notice. Vol. 86, No. 125 January 28, 2021 Welcome to the transformed site, which delivers an improved look and feel as well as enhanced mobile device capabilities. At this time, users will no longer be able to access the previous version of the site. 441 10/11/23, 1:39 PM North American Industry Classification System (NAICS) U.S. Census Bureau https://www.census.gov/naics/?input=722515&year=2022&details=722515 5/5 CONNECT WITH US (https://www.census.gov/about/contact-us/social_media.html) (https://www.facebook.com/uscensusbureau) (https://twitter.com/uscensusbureau) (https://www.linkedin.com/company/us-census-bureau) (https://www.youtube.com/user/uscensusbureau) (https://www.instagram.com/uscensusbureau/) Measuring America's People, Places, and Economy February 26, 2020 (federal_register_notices/notices/fr26fb2 [PDF, 281KB] 2017 North American Industry Classication System (NAICS) - Updates for 2022; Update of Statistical Policy Directive No. 8, Standard Industrial Classication of Establishments; and Elimination of Statistical Policy Directive No. 9, Standard Industrial Classication of Enterprises.; Notice. 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Subject Property: Tax Parcel ID #05-21-31-505-0000-0020 (±8.76 acres; site: 8,644 sq.ft.) Address: 1491 E. State Road 434, Winter Springs, FL 32708 Applicant: Christopher Potts Public Hearings: Planning & Zoning Board/Local Planning Agency (PZB/LPA) November 02, 2023 at 5:30 p.m. or soon thereafter City Commission (CC) December 11, 2023 at 6:30 p.m. or soon thereafter Public Participation Opportunities: Members of the public may view the agenda, ordinances, public applications, supporting documents, and staff reports on the City’s website at the following link prior to attending or commenting: • City of Winter Springs meeting calendar at winterspringsfl.org/calendar Interested persons may submit their written comments or questions prior to the meeting through email at cityclerkdepartment@winterspringsfl.org. Any electronic comments submitted will be made part of the meeting record. Listening in Real Time. Interested persons are encouraged to listen to the hearings live by accessing the meetings at the following internet address: • City of Winter Springs meeting calendar at winterspringsfl.org/calendar However, the City is not responsible for technical difficulties that may occur while attempting to listen to the meeting on the internet. Written comments are welcome advance within three (3) business day of the scheduled meeting via email to customerservice@winterspringsfl.org or by mail to the following address: City of Winter Springs Attn.: Talbert Jackson 1126 E. State Road 434 Winter Springs, FL 32708 445 Members of the public may view the project application, supporting documents, and the Staff Report on the City’s website at www.winterspringsfl.org prior to attending or commenting. These documents and information pertaining to the above case may also be inspected at the Community Development Department, between 8:00 a.m. and 5:00 p.m., Monday through Friday or by calling 407-327-5963. Party Intervenor Requests: Pursuant to Section 2-30 of the City Code, persons requesting to be formally declared a party intervenor for purposes of presenting factual and expert testimony and evidence at the quasi-judicial hearing are required to file an application at least seven (7) days prior to the scheduled hearing. The Party Intervenor Form is available at www.winterspringsfl.org/cd/page/party-intervenor-form or by contacting customer service at customerservice@winterspringsfl.org. General Notice Requirements: This informational notice is being provided as a courtesy to all surrounding property owners. No action is required on your part. Interested parties are hereby advised that they may appear at said hearings and be heard with respect to the application. All persons and parties are hereby advised that if they should decide to appeal any decision made by the City Commission with respect to any matter considered at this hearing, they will need a record of the proceedings and that for such purpose, affected persons may need to ensure that a verbatim record of the proceedings is made, which record includes the testimony and evidence upon which the appeal is to be based. The Local Planning Agency and City Commission reserve the right to continue or postpone hearings to a date certain without re-advertising. The Planning and Zoning Board/Local Planning Agency meeting may include the attendance of one (1) or more members of the City Commission, who may or may not participate in the Board discussions held at its public hearing. The facility wherein this public meeting will be held is accessible to the physically handicapped. In accordance with the Americans with Disabilities Act, persons needing assistance to participate in any of these proceedings should contact the City Clerk of the City of Winter Springs, listed below, at least 48 hours prior to the meeting: Christian Gowan, City Clerk, 1126 E. State Road 434, Winter Springs, by telephone at 407-327-5955 or via email at cityclerkdepartment@winterspringsfl.org. Please find enclosed a location map for subject property. If there are any questions or clarifications necessary, please feel free to contact tjackson@winterspringsfl.org. Sincerely, Talbert Jackson Senior City Planner 446 Project Site Parcel ID #05-21-31-505-0000-0020 447 POSTPONED Ellianos Coffee Shop CASE NUMBER(S): SP2023-0034 & AR2023-00000035 Subject Property: Tax Parcel ID #05-21-31-505-0000-0020 (±8.76 acres; site: 8,831 sq.ft.) Address: 1491 E. State Road 434, Winter Springs, FL 32708 Applicant: Christopher Potts 448 CITY OF WINTER SPRINGS COMMUNITY DEVELOPMENT DEPARTMENT 1126 East State Road 434 Winter Springs, Florida 32708 customerservice@winterspringsfl.org   September 22, 2023 CITY OF WINTER SPRINGS NOTICE OF PUBLIC HEARINGS Notice is hereby given that the Planning & Zoning Board/Local Planning Agency (PZB/LPA) and the City Commission (CC) of the City of Winter Springs, Florida will hold public hearings at the Winter Springs City Hall Commission Chambers, 1126 East State Road 434, in order to consider an application for a Site Application, Aesthetic Review, and First Modification to the Development Agreement in order to operate a coffee shop on the subject property. Subject Property: Tax Parcel ID #05-21-31-505-0000-0020 (±8.76 acres; site: 8,831 sq.ft.) Address: 1491 E. State Road 434, Winter Springs, FL 32708 Applicant: Christopher Potts Public Hearings: Planning & Zoning Board/Local Planning Agency (PZB/LPA) October 5, 2023 at 5:30 p.m. or soon thereafter City Commission (CC) October 23, 2023 at 6:30 p.m. or soon thereafter Public Participation Opportunities: Members of the public may view the agenda, ordinances, public applications, supporting documents, and staff reports on the City’s website at the following link prior to attending or commenting:  City of Winter Springs meeting calendar at winterspringsfl.org/calendar Interested persons may submit their written comments or questions prior to the meeting through email at cityclerkdepartment@winterspringsfl.org. Any electronic comments submitted will be made part of the meeting record. Listening in Real Time. Interested persons are encouraged to listen to the hearings live by accessing the meetings at the following internet address:  City of Winter Springs meeting calendar at winterspringsfl.org/calendar However, the City is not responsible for technical difficulties that may occur while attempting to listen to the meeting on the internet. Written comments are welcome advance within three (3) business day of the scheduled meeting via email to customerservice@winterspringsfl.org or by mail to the following address: City of Winter Springs Attn.: Talbert Jackson 1126 E. State Road 434 Winter Springs, FL 32708 449 Members of the public may view the project application, supporting documents, and the Staff Report on the City’s website at www.winterspringsfl.org prior to attending or commenting. These documents and information pertaining to the above case may also be inspected at the Community Development Department, between 8:00 a.m. and 5:00 p.m., Monday through Friday or by calling 407-327-5963. Party Intervenor Requests: Pursuant to Section 2-30 of the City Code, persons requesting to be formally declared a party intervenor for purposes of presenting factual and expert testimony and evidence at the quasi-judicial hearing are required to file an application at least seven (7) days prior to the scheduled hearing. The Party Intervenor Form is available at www.winterspringsfl.org/cd/page/party-intervenor-form or by contacting customer service at customerservice@winterspringsfl.org. General Notice Requirements: This informational notice is being provided as a courtesy to all surrounding property owners. No action is required on your part. Interested parties are hereby advised that they may appear at said hearings and be heard with respect to the application. All persons and parties are hereby advised that if they should decide to appeal any decision made by the City Commission with respect to any matter considered at this hearing, they will need a record of the proceedings and that for such purpose, affected persons may need to ensure that a verbatim record of the proceedings is made, which record includes the testimony and evidence upon which the appeal is to be based. The Local Planning Agency and City Commission reserve the right to continue or postpone hearings to a date certain without re-advertising. The Planning and Zoning Board/Local Planning Agency meeting may include the attendance of one (1) or more members of the City Commission, who may or may not participate in the Board discussions held at its public hearing. The facility wherein this public meeting will be held is accessible to the physically handicapped. In accordance with the Americans with Disabilities Act, persons needing assistance to participate in any of these proceedings should contact the City Clerk of the City of Winter Springs, listed below, at least 48 hours prior to the meeting: Christian Gowan, City Clerk, 1126 E. State Road 434, Winter Springs, by telephone at 407-327-5955 or via email at cityclerkdepartment@winterspringsfl.org. Please find enclosed a location map for subject property. If there are any questions or clarifications necessary, please feel free to contact tjackson@winterspringsfl.org.   Sincerely, Talbert Jackson Senior City Planner 450 Project Site Parcel ID #05-21-31-505-0000-0020   451 COMMUNITY WORKSHOP Date: Wednesday, September 6 @ 6:00 P.M. Location: 126 E. State Road 434 Suite 1600, Winter Springs, FL 32708 Community Workshop to consider the Final Engineering Plans, Aesthetic Review, and Development Agreement. Project: Elliano’s Coffee Shop – Winter Springs Location: South side of SR 434 just west of Vistawilla Drive Parcel ID: 05-21-31-505-0000-0020 Acreage: ± 8.35 acres Zoning: Planned Unit Development (PUD) Future Land Use: Commercial Applicant/Presenter: Tim Boehlein, PE 452 453 454 455 456 457 458 459 460 461 462 463 464 465 466 467 468 469 470 471 472 473 474 475 476 477 478 479 480 481 482 483 484 485 486 487 488 489 490 491 492 493 494 495 496 497 498 499 500 501 502 503 504 505 506 507 508 509 CERTIFICATE OF OCCUPANCY CITYOFWINTERSPRINGS DEPARTMENT OF BUILDING INSPECTION This Certificate issued pursuant to the requirements of Section 110 Florida Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use for the following: OCCUPANCY Group: COMMERICAL Permit: 200503887 BUSINESS OFFICE PERMIT TYPE BUILD OUT/ REMODEL Building Address: '1491 EAST STATE ROAD 434 Legal Description: --LOT 02 WINTER SPRINGS, FL. 32708 Building Owner: METRO CHURCH 1491 EAST STATE ROAD 434 WINTER SPRINGS, FL. 32708 By: Date: 08/21/06 David Alamina Building Official 510 DEVELOPMENT AGREEMENT City of Winter Springs and Metro Church of Christ, Inc. Page 1 of 10 THIS INSTRUMENT WAS PREPARED BY AND SHOULD BE RETURNED TO: Anthony A. Garganese City Attorney of Winter Springs Garganese, Weiss, D'Agresta & Salzman, P.A. 111 N. Orange Avenue, Suite 2000 Orlando, FL 32802 (407) 425-9566 DEVELOPMENT AGREEMENT THE FOUNDRY CHRUCH, INC. (Ellianos Coffee) THIS DEVELOPMENT AGREEMENT ("Agreement") is made and executed this ______ day of _________________, 2023, by and between the CITY OF WINTER SPRINGS, a Florida Municipal Corporation (“City"), whose address is 1126 East S.R. 434, Winter Springs, Florida 32708, and The Foundry Church, Inc. (formerly the Metro Church of Christ, Inc.), a Florida Not For Profit Corporation, (“Developer”) whose address is 141 E State Road 434, Suite 101, Winter Springs, Florida 32708. WITNESSETH: WHEREAS, Developer is the owner of approximately 8.35 acres, more or less, of real property with an address of 141 E. State Road 434, Winter Springs, Florida, located in the Tuscawilla PUD, generally west of the intersection of State Road 434 and Vistawilla Drive, fronting SR 434, in Winter Springs, Seminole County, Florida, more particularly described herein (“Property”); and WHEREAS, Developer has authorized Ellianos, LLC (Ellianos Coffee Company) to apply for Final Engineering/Site Plan Approval and Aesthetic Plan Approval in order to construct a drive-through coffee shop within the parking lot of the existing Church property; and WHEREAS, pursuant to Chapter 20 Zoning, Article II, Division 1, Section 20-29.1 of the Winter Springs City Code (“City Code”), a community workshop for the Project was held on September 6, 2023; and WHEREAS, Section 20-29(c) of the City Code requires that all site plans shall be binding on the use of the subject property and, further, that as a condition of approval by the City Commission, all development projects requiring a community workshop pursuant to Section 20- FOR RECORDING DEPARTMENT USE ONLY 511 DEVELOPMENT AGREEMENT City of Winter Springs and Metro Church of Christ, Inc. Page 2 of 10 29.1 of the City Code shall be required to be memorialized in a binding development agreement; and WHEREAS, this Development Agreement shall be recorded against the property so that the terms and conditions of approval related to the Project shall run with the land; and WHEREAS, the Property described herein is a portion of Parcel 1C of Tract 15 of the Tuscawilla PUD and is subject to the Settlement Agreement set forth in Ordinance 489 and recorded at Official Records Book 2277, pages 0464 through 0500, Public Records of Seminole County, Florida, as well as that certain Developer’s Agreement for Tuscawilla Tract 15 Parcel 1- C, recorded at Official Records Book 3574, Page 0529, Public Records of Seminole County, Florida, and is also within the SR 434 Corridor Overlay District; and WHEREAS, the parties concur that this Development Agreement and the proposed coffee shop should be construed as consistent with the Agreements described above; and WHEREAS, Metro Church of Christ, Inc. purchased the Property in 2005 and filed documents with the Florida Secretary of State evidencing a name change to The Foundry Church, Inc., in 2021; and NOW THEREFORE, in consideration of the mutual promises and covenants contained herein, the parties mutually agree as follows: 1.0 Recitals. The foregoing recitals are true and correct and are hereby incorporated herein by this reference. 2.0 Authority. This Agreement is entered into pursuant to the Florida Municipal Home Rule Powers Act. 3.0 The Property. The real property subject to this Agreement has tax parcel identification number 05-21-31-505-0000-0020 and is legally described in EXHIBIT “A”, attached hereto and fully incorporated herein by this reference (the “Property”). 4.0 Project Description and Requirements. Developer or its authorized tenant shall, at its expense, design, permit and construct an 800± square-foot drive-through coffee shop and associated parking, landscaping, and drive-through aisles on the Property. The coffee shop and all public and private project infrastructure shall be constructed in a single phase. (Hereinafter the project description and requirements are referred to as the “Project”). The Developer shall construct the Project in a manner consistent with the approved Final Engineering/Site Plans and Aesthetic Plans that are on file with the City with the following file numbers and consistent with the requirements contained in this Agreement: File No. SP2023-0034 File No. AR2023-00000035 512 DEVELOPMENT AGREEMENT City of Winter Springs and Metro Church of Christ, Inc. Page 3 of 10 For convenience, a copy of the Overall Site Plan is attached hereto and fully incorporated herein by this reference as EXHIBIT “B.” Specific conditions of approval for the above-referenced Plans include the following, which are also addressed in the staff report for the Final Engineering/Site Plans and Aesthetic Plans: A. The use of ground-mounted or monument signs shall remain restricted as set forth in the Developer’s Agreement for Tuscawilla Tract 15 Parcel 1-C, recorded at Official Records Book 3574, Pages 0532 through 0533, Public Records of Seminole County, Florida. 5.0 Future Permitting. Developer shall be required to receive building permits and substantially commence vertical construction of buildings, which shall at minimum include building foundations, for the Project within two (2) years of the Effective Date of this Agreement. 6.0 Representations of the Parties. The City and Developer hereby each represent and warrant to the other that it has the power and authority to execute, deliver and perform the terms and provisions of this Agreement and has taken all necessary action to authorize the execution, delivery and performance of this Agreement. This Agreement will, when duly executed and delivered by the City and Developer, constitute a legal, valid and binding obligation enforceable against the parties hereto. Upon recording of this Agreement in the Public Records of Seminole County, Florida, the Agreement shall be a binding obligation upon the Property in accordance with the terms and conditions of this Agreement. Developer represents that it has voluntarily and willfully executed this Agreement for purposes of binding himself and the Property to the terms and conditions set forth in this Agreement. 7.0 Successors and Assigns. This Agreement shall automatically be binding upon and shall inure to the benefit of the City and Developer and their respective successors and assigns. The terms and conditions of this Agreement similarly shall be binding upon the Property, and shall run with title to the same upon being duly recorded against the Property by the City. 8.0 Applicable Law; Venue. This Agreement shall be governed by and construed in accordance with the laws of the State of Florida. The venue of any litigation arising out of this Agreement shall be in Seminole County, Florida or, for federal court actions, in Orlando, Florida. 9.0 Amendments. This Agreement shall not be modified or amended except by written agreement duly executed by both parties hereto (or their successors or assigns) and approved by the City Commission. 10.0 Entire Agreement; Exhibits. This Agreement and all attached exhibits hereto supersede any other agreement, oral or written, regarding the Property and contain the entire agreement between the City and Developer as to the subject matter hereof. The Exhibits attached hereto and referenced herein are hereby fully incorporated herein by this reference. 513 DEVELOPMENT AGREEMENT City of Winter Springs and Metro Church of Christ, Inc. Page 4 of 10 11.0 Severability. If any provision of this Agreement shall be held to be invalid or unenforceable to any extent by a court of competent jurisdiction, the same shall not affect in any respect the validity or enforceability of the remainder of this Agreement. 12.0 Effective Date. This Agreement shall become effective upon approval by the City Commission and execution of this Agreement by both parties hereto. 13.0 Recordation. Upon full execution by the Parties, this Agreement shall be recorded in the Public Records of Seminole County, Florida by the City. The Developer shall be responsible for all recording fees associated with this Agreement. 14.0 Relationship of the Parties. The relationship of the parties to this Agreement is contractual and Developer is an independent contractor and not an agent of the City. Nothing herein shall be deemed to create a joint venture or principal-agent relationship between the parties, and neither party is authorized to, nor shall either party act toward third persons or the public in any manner, which would indicate any such relationship with the other. 15.0 Sovereign Immunity. The City intends to avail itself of sovereign immunity and other applicable limitations on City liability whenever deemed applicable by the City. Therefore, notwithstanding any other provision set forth in this Agreement, nothing contained in this Agreement shall be construed as a waiver of the City’s right to sovereign immunity under section 768.28, Florida Statutes, or other limitations imposed on the City’s potential liability under state or federal law. As such, the City shall not be liable under this Agreement for punitive damages or interest for the period before judgment. Further, the City shall not be liable for any claim or judgment, or portion thereof, to any one person for more than two hundred thousand dollars ($200,000.00), or any claim or judgment, or portion thereof, which, when totaled with all other claims or judgments paid by the State or its agencies and subdivisions arising out of the same incident or occurrence, exceeds the sum of three hundred thousand dollars ($300,000.00). 16.0 City's Police Power. Developer agrees and acknowledges that the City hereby reserves all police powers granted to the City by law. In no way shall this Agreement be construed as the City bargaining away or surrendering its police powers. 17.0 Interpretation. The parties hereby agree and acknowledge that they have both participated equally in the drafting of this Agreement and no party shall be favored or disfavored regarding the interpretation to this Agreement in the event of a dispute between the parties. 18.0 Third-Party Rights. This Agreement is not a third-party beneficiary contract and shall not in any way whatsoever create any rights on behalf of any third party. 19.0 Specific Performance and Enforcement. Strict compliance shall be required with each and every provision of this Agreement. The parties agree that failure to perform the obligations provided by this Agreement shall result in irreparable damage and that specific performance of these obligations may be obtained by a suit in equity. 514 DEVELOPMENT AGREEMENT City of Winter Springs and Metro Church of Christ, Inc. Page 5 of 10 20.0 Attorney's Fees. In connection with any arbitration or litigation arising out of this Agreement, each party shall be responsible for their own attorney’s fees and costs. 21.0 Development Permits. Nothing herein shall limit the City's authority to grant or deny any development permit applications or requests subsequent to the effective date of this Agreement in accordance with the criteria of the City Code and the requirements of this Agreement. The failure of this Agreement to address any particular City, County, State and/or Federal permit, condition, term or restriction shall not relieve Developer or the City of the necessity of complying with the law governing said permitting requirement, condition, term or restriction. Without imposing any limitation on the City’s police powers, the City reserves the right to withhold, suspend or terminate any and all certificates of occupancy for any building, trailer, structure or unit if Developer is in breach of any term and condition of this Agreement. 22.0 Default. Failure by either party to perform each and every one of its obligations hereunder shall constitute a default, entitling the non-defaulting party to pursue whatever remedies are available to it under Florida law or equity including, without limitation, termination of this Agreement, an action for specific performance, and/or injunctive relief. Prior to any party filing any action as a result of a default under this Agreement, the non-defaulting party shall first provide the defaulting party with written notice of said default. Upon receipt of said notice, the defaulting party shall be provided a thirty (30) day opportunity in which to cure the default to the reasonable satisfaction of the non-defaulting party prior to filing said action. 23.0 Termination. The City shall have the unconditional right, but not obligation, to terminate this Agreement, without notice or penalty, if Developer fails to receive building permits and substantially commence vertical construction of buildings, which shall at minimum include building foundations, for the Project within two (2) years of the effective date of this Agreement. The Developer may apply to the City Commission for an extension of this Agreement, which may be granted upon good cause shown. In addition, the City shall have the right, but not obligation, to terminate the Agreement if Developer permanently abandons construction of the Project, provided, however, the City shall first deliver written notice and an opportunity to cure to the defaulting party as set forth in Section 22 above. If the City terminates this Agreement, the City shall record a notice of termination against the Property in the public records of Seminole County, Florida. 24.0 Indemnification and Hold Harmless. Developer shall be solely responsible for designing, permitting, constructing, operating and maintaining this Project. As such, Developer hereby agrees to indemnify, release, and hold harmless the City and its commissioners, employees and attorneys from and against all claims, losses, damages, personal injuries (including, but not limited to, death), or liability (including reasonable attorney’s fees and costs through all appellate proceedings), directly or indirectly arising from, out of, or caused by Developer and Developer’s contractor’s and subcontractor’s performance of design, permit and construction, and maintenance activities in furtherance of constructing the Project and maintaining the improvements of this Project. This indemnification shall survive the termination of this Agreement. 515 DEVELOPMENT AGREEMENT City of Winter Springs and Metro Church of Christ, Inc. Page 6 of 10 25.0 Force Majeure. The parties agree that in the event that the failure by either party to accomplish any action required hereunder within a specified time period (“Time Period”) constitutes a default under the terms of this Agreement and, if any such failure is due to acts of God, acts of government authority (other than the City’s own acts), acts of public enemy or war, riots, civil disturbances, power failure, shortages of labor or materials, injunction or other court proceedings beyond the control of such party, or severe adverse weather conditions (“Force Majeure Event”), then, notwithstanding any provision of this Agreement to the contrary, that failure shall not constitute a default under this Agreement and any Time Period proscribed hereunder shall be extended by the amount of time that such party was unable to perform solely due to the Force Majeure Event. The extended Time Period shall be agreed to in writing by the parties and said agreement shall not be unreasonably withheld by either party. The City Manager shall have the authority to grant an extended Time Period. An extension of any Time Period for reasons of a Force Majeure Event shall be requested solely as provided in this Section. Developer hereby waives and relinquishes the right to notify the City of the intent to exercise the tolling and extension of any permit related to the Project, including Time Periods under this Agreement, development orders, and building permits, available under Section 252.363, Florida Statutes, as the result of a declaration of a state of emergency issued by the Governor for a natural emergency. 26. Notice. Whenever either party desires to give notice to the other, notice shall be sent by hand delivery or certified mail, return receipt requested, and shall be sent to: For the City: City Manager City of Winter Springs 1126 East S.R. 434 Winter Springs, Florida 32708 With additional notice to: Anthony A. Garganese, City Attorney Garganese, Weiss, D’Agresta & Salzman, P.A. 111 N. Orange Avenue, Suite 2000 Orlando, FL 32802 For Developer: Christopher Potts, PE JBPro Gainesville 3530 NW 43rd Street Gainesville, FL 32606 516 DEVELOPMENT AGREEMENT City of Winter Springs and Metro Church of Christ, Inc. Page 7 of 10 Either party may freely modify their respective contact person and address contained in this Paragraph by providing written notice of the modification to the other party. Any Notice given as provided herein shall be deemed received as follows: if delivered by personal service, on the date so delivered; and if mailed, on the third business day after mailing. 27.0 Assignment. Prior to completing the construction of the Project and reaching final build-out of the Project, Developer shall not assign this Agreement without the prior written consent of the City. Such assignment shall require the written approval of the City by amendment to this Agreement, which shall not require a public hearing and shall not be unreasonably withheld. However, Developer shall be entitled to assign its rights and obligations under this Agreement to a parent, subsidiary, or affiliated entity in which Developer or its members are members or interest holders without City consent, provided that the City is given notice of such assignment in accordance with Section 26.0 herein. Any assignment authorized by this subparagraph shall require the assignee to be a formal signatory to this Agreement and fully assume all of Developer’s obligations, commitments, representations, and warranties under this Agreement. In any assignment, the rights and obligations contained herein shall be binding on successors in interest to the Property, and the terms and conditions of this Agreement shall bind and inure to the benefit of the parties hereto and any respective successors and assigns. IN WITNESS WHEREOF, the parties have hereunto set their hands and seal on the date first above written. CITY OF WINTER SPRINGS By: Kevin McCann, Mayor ATTEST: By: Christian Gowan, City Clerk CITY SEAL APPROVED AS TO FORM AND LEGALITY For the use and reliance of the City of Winter Springs, Florida only. Date: By: Anthony A. Garganese, City Attorney for the City of Winter Springs, Florida 517 DEVELOPMENT AGREEMENT City of Winter Springs and Metro Church of Christ, Inc. Page 8 of 10 Signed, sealed and delivered in the presence of the following witnesses: Signature of Witness Printed Name of Witness Signature of Witness Printed Name of Witness THE FOUNDRY CHURCH, INC. Print name and title: ________________________ Date: _______________ STATE OF COUNTY OF The foregoing instrument was acknowledged before me by means of (___) physical presence or (___) online notarization, this ______ day of ___________, 2023, by____________________, the __________________of the Foundry Church, Inc., a Florida not for profit corporation, on behalf of the corporation, who is personally known to me or produced ___________________ _______________ as identification. (NOTARY SEAL) (Notary Public Signature) (Print Name) Notary Public, State of Commission No.: My Commission Expires: DEVELOPER IS HEREBY ADVISED THAT SHOULD DEVELOPER FAIL TO FULLY EXECUTE, AND DELIVER TO THE CITY, THIS AGREEMENT WITHIN THIRTY (30) DAYS FROM THE DATE THAT THE CITY COMMISSION APPROVES THIS AGREEMENT, THIS AGREEMENT, AND THE DEVELOPMENT PERMIT APPROVALS REFERENCED HEREUNDER, SHALL AUTOMATICALLY BE DEEMED NULL AND VOID. 518 DEVELOPMENT AGREEMENT City of Winter Springs and Metro Church of Christ, Inc. Page 9 of 10 EXHIBIT A PROPERTY LEGAL DESCRIPTION 519 DEVELOPMENT AGREEMENT City of Winter Springs and Metro Church of Christ, Inc. Page 10 of 10 EXHIBIT B OVERALL SITE PLAN 520 November 29, 2023 Joel Meyers The Foundry Church, Inc. 1491 E State Road 434 Ste 101 Winter Spgs, FL 32708-6418 SUBJECT:29379-11 Ellianos Coffee Shop Dear Sir/Madam: Enclosed is your individual permit issued by the St. Johns River Water Management District on November 29, 2023. This permit is a legal document and should be kept with your other important documents. Permit issuance does not relieve you from the responsibility of obtaining any necessary permits from any federal, state, or local agencies for your project. Technical Staff Report: If you wish to review a copy of the Technical Staff Report (TSR) that provides the District’s staff analysis of your permit application, you may view the TSR by going to the Permitting section of the District’s website at www.sjrwmd.com/permitting. Using the “search applications and permits” feature, you can use your permit number or project name to find information about the permit. When you see the results of your search, click on the permit number and then on the TSR folder. Noticing Your Permit: For noticing instructions, please refer to the noticing materials in this package regarding closing the point of entry for someone to challenge the issuance of your permit. Please note that if a timely petition for administrative hearing is filed, your permit will become non-final and any activities that you choose to undertake pursuant to your permit will be at your own risk. Please refer to the attached Notice of Rights to determine any legal rights you may have concerning the District’s agency action. Compliance with Permit Conditions: To submit your required permit compliance information, go to the District’s website at www.sjrwmd.com/permitting. Under the “Apply for a permit or submit compliance data” section, click to sign-in to your existing account or to create a new account. Select the “Compliance Submittal” tab, enter your permit number, and select “No Specific Date” for the Compliance Due Date Range. You will then be able to view all the compliance submittal requirements for your project. Select the compliance item that you are ready to submit and then attach the appropriate information or form. The forms to comply with your permit conditions are available at 521 www.sjrwmd.com/permitting under the section “Handbooks, forms, fees, final orders”. Click on forms to view all permit compliance forms, then scroll to the ERP application forms section and select the applicable compliance forms. Alternatively, if you have difficulty finding forms or need copies of the appropriate forms, please contact the Bureau of Regulatory Support at (386) 329- 4570. Transferring Your Permit: Your permit requires you to notify the District within 30 days of any change in ownership or control of the project or activity covered by the permit, or within 30 days of any change in ownership or control of the real property on which the permitted project or activity is located or occurs. You will need to provide the District with the information specified in rule 62-330.340, Florida Administrative Code (F.A.C.). Generally, this will require you to complete and submit Form 62-330.340(1), “Request to Transfer Permit,” available at http://www.sjrwmd.com/permitting/permitforms.html. Please note that a permittee is liable for compliance with the permit before the permit is transferred. The District, therefore, recommends that you request a permit transfer in advance in accordance with the applicable rules. You are encouraged to contact District staff for assistance with this process. Thank you and please let us know if you have additional questions. For general questions contact e-permit@sjrwmd.com or (386) 329-4570. Sincerely, Michelle Reiber, Bureau Chief Division of Regulatory Services St. Johns River Water Management District 525 Community College Parkway, S.E. Palm Bay, FL 32909 (321) 409-2129 Enclosures: Permit Notice of Rights List of Newspapers for Publication cc: District Permit File Timothy Boehlein JBrown Professional Group Inc. 3530 NW 43rd St Gainesville, FL 32606-6104 522 ST. JOHNS RIVER WATER MANAGEMENT DISTRICT Post Office Box 1429 Palatka, Florida 32178-1429 PERMIT NO:29379-11 DATE ISSUED:November 29, 2023 PROJECT NAME: Ellianos Coffee Shop A PERMIT AUTHORIZING: Minor Modification of Permit No. Permit Number 29379-2 for Ellianos Coffee to include the construction and operation of a 0.19-acre project as per plans received by the District on August 18, 2023. LOCATION: Section(s):5 Township(s):21S Range(s):31E Seminole County Receiving Water Body: Name Class Bear Creek III Fresh ISSUED TO: The Foundry Church, Inc. 1491 E State Road 434 Ste 101 Winter Spgs, FL 32708-6418 The permittee agrees to hold and save the St. Johns River Water Management District and its successors harmless from any and all damages, claims, or liabilities which may arise from permit issuance. Said application, including all plans and specifications attached thereto, is by reference made a part hereof. This permit does not convey to the permittee any property rights nor any rights or privileges other than those specified herein, nor relieve the permittee from complying with any law, regulation or requirement affecting the rights of other bodies or agencies. All structures and works installed by permittee hereunder shall remain the property of the permittee. This permit may be revoked, modified or transferred at any time pursuant to the appropriate provisions of Chapter 373, Florida Statutes. PERMIT IS CONDITIONED UPON: See conditions on attached “Exhibit A”, dated November 29, 2023 523 AUTHORIZED BY:St. Johns River Water Management District Division of Regulatory Services By: ______________________________ David Miracle Environmental Resource Program Manager 524 "EXHIBIT A" CONDITIONS FOR ISSUANCE OF PERMIT NUMBER 29379-11 Ellianos Coffee Shop DATED November 29, 2023 1. All activities shall be implemented following the plans, specifications and performance criteria approved by this permit. Any deviations must be authorized in a permit modification in accordance with Rule 62-330.315, F.A.C. Any deviations that are not so authorized may subject the permittee to enforcement action and revocation of the permit under Chapter 373, F.S. 2. A complete copy of this permit shall be kept at the work site of the permitted activity during the construction phase, and shall be available for review at the work site upon request by the District staff. The permittee shall require the contractor to review the complete permit prior to beginning construction. 3. Activities shall be conducted in a manner that does not cause or contribute to violations of state water quality standards. Performance-based erosion and sediment control best management practices shall be installed immediately prior to, and be maintained during and after construction as needed, to prevent adverse impacts to the water resources and adjacent lands. Such practices shall be in accordance with the State of Florida Erosion and Sediment Control Designer and Reviewer Manual (Florida Department of Environmental Protection and Florida Department of Transportation June 2007), and the Florida Stormwater Erosion and Sedimentation Control Inspector’s Manual (Florida Department of Environmental Protection, Nonpoint Source Management Section, Tallahassee, Florida, July 2008), which are both incorporated by reference in subparagraph 62-330.050(9)(b)5, F.A.C., unless a project-specific erosion and sediment control plan is approved or other water quality control measures are required as part of the permit. 4. At least 48 hours prior to beginning the authorized activities, the permittee shall submit to the District a fully executed Form 62-330.350(1), “Construction Commencement Notice,” (October 1, 2013) (http://www.flrules.org/Gateway/reference.asp?No=Ref-02505), incorporated by reference herein, indicating the expected start and completion dates. A copy of this form may be obtained from the District, as described in subsection 62- 330.010(5), F.A.C., and shall be submitted electronically or by mail to the Agency. However, for activities involving more than one acre of construction that also require a NPDES stormwater construction general permit, submittal of the Notice of Intent to Use Generic Permit for Stormwater Discharge from Large and Small Construction Activities, DEP Form 62-621.300(4)(b), shall also serve as notice of commencement of construction under this chapter and, in such a case, submittal of Form 62-330.350(1) is not required. 5. Unless the permit is transferred under Rule 62-330.340, F.A.C., or transferred to an operating entity under Rule 62-330.310, F.A.C., the permittee is liable to comply with the plans, terms and conditions of the permit for the life of the project or activity. 6. Within 30 days after completing construction of the entire project, or any independent portion of the project, the permittee shall provide the following to the Agency, as applicable: a. For an individual, private single-family residential dwelling unit, duplex, triplex, or quadruplex — “Construction Completion and Inspection Certification for Activities Associated with a Private Single-Family Dwelling Unit” [Form 62-330.310(3)]; or 525 b. For all other activities — “As-Built Certification and Request for Conversion to Operation Phase” [Form 62-330.310(1)]. c. If available, an Agency website that fulfills this certification requirement may be used in lieu of the form. 7. If the final operation and maintenance entity is a third party: a. Prior to sales of any lot or unit served by the activity and within one year of permit issuance, or within 30 days of as-built certification, whichever comes first, the permittee shall submit, as applicable, a copy of the operation and maintenance documents (see sections 12.3 thru 12.3.4 of Volume I) as filed with the Florida Department of State, Division of Corporations and a copy of any easement, plat, or deed restriction needed to operate or maintain the project, as recorded with the Clerk of the Court in the County in which the activity is located. b. Within 30 days of submittal of the as- built certification, the permittee shall submit “Request for Transfer of Environmental Resource Permit to the Perpetual Operation and Maintenance Entity” [Form 62-330.310(2)] to transfer the permit to the operation and maintenance entity, along with the documentation requested in the form. If available, an Agency website that fulfills this transfer requirement may be used in lieu of the form. 8. The permittee shall notify the District in writing of changes required by any other regulatory District that require changes to the permitted activity, and any required modification of this permit must be obtained prior to implementing the changes. 9. This permit does not: a. Convey to the permittee any property rights or privileges, or any other rights or privileges other than those specified herein or in Chapter 62-330, F.A.C.; b. Convey to the permittee or create in the permittee any interest in real property; c. Relieve the permittee from the need to obtain and comply with any other required federal, state, and local authorization, law, rule, or ordinance; or d. Authorize any entrance upon or work on property that is not owned, held in easement, or controlled by the permittee. 10. Prior to conducting any activities on state-owned submerged lands or other lands of the state, title to which is vested in the Board of Trustees of the Internal Improvement Trust Fund, the permittee must receive all necessary approvals and authorizations under Chapters 253 and 258, F.S. Written authorization that requires formal execution by the Board of Trustees of the Internal Improvement Trust Fund shall not be considered received until it has been fully executed. 11. The permittee shall hold and save the District harmless from any and all damages, claims, or liabilities that may arise by reason of the construction, alteration, operation, maintenance, removal, abandonment or use of any project authorized by the permit. 12. The permittee shall notify the District in writing: a. Immediately if any previously submitted information is discovered to be inaccurate; and 526 b. Within 30 days of any conveyance or division of ownership or control of the property or the system, other than conveyance via a long-term lease, and the new owner shall request transfer of the permit in accordance with Rule 62-330.340, F.A.C. This does not apply to the sale of lots or units in residential or commercial subdivisions or condominiums where the stormwater management system has been completed and converted to the operation phase. 13. Upon reasonable notice to the permittee, District staff with proper identification shall have permission to enter, inspect, sample and test the project or activities to ensure conformity with the plans and specifications authorized in the permit. 14. If prehistoric or historic artifacts, such as pottery or ceramics, projectile points, stone tools, dugout canoes, metal implements, historic building materials, or any other physical remains that could be associated with Native American, early European, or American settlement are encountered at any time within the project site area, the permitted project shall cease all activities involving subsurface disturbance in the vicinity of the discovery. The permittee or other designee shall contact the Florida Department of State, Division of Historical Resources, Compliance Review Section (DHR), at (850) 245-6333, as well as the appropriate permitting agency office. Project activities shall not resume without verbal or written authorization from the Division of Historical Resources. If unmarked human remains are encountered, all work shall stop immediately and the proper authorities notified in accordance with Section 872.05, F.S. For project activities subject to prior consultation with the DHR and as an alternative to the above requirements, the permittee may follow procedures for unanticipated discoveries as set forth within a cultural resources assessment survey determined complete and sufficient by DHR and included as a specific permit condition herein. 15. Any delineation of the extent of a wetland or other surface water submitted as part of the permit application, including plans or other supporting documentation, shall not be considered binding unless a specific condition of this permit or a formal determination under Rule 62-330.201, F.A.C., provides otherwise. 16. The permittee shall provide routine maintenance of all components of the stormwater management system to remove trapped sediments and debris. Removed materials shall be disposed of in a landfill or other uplands in a manner that does not require a permit under Chapter 62-330, F.A.C., or cause violations of state water quality standards. 17. This permit is issued based on the applicant’s submitted information that reasonably demonstrates that adverse water resource-related impacts will not be caused by the completed permit activity. If any adverse impacts result, the District will require the permittee to eliminate the cause, obtain any necessary permit modification, and take any necessary corrective actions to resolve the adverse impacts. 18. A Recorded Notice of Environmental Resource Permit may be recorded in the county public records in accordance with Rule 62-330.090(7), F.A.C. Such notice is not an encumbrance upon the property. 19. This permit for construction will expire five years from the date of issuance. 20. This permit does not authorize the permittee to cause any adverse impact to or “take” of state listed species and other regulated species of fish and wildlife. Compliance with state laws regulating the take of fish and wildlife is the responsibility of the owner or applicant associated with this project. Please refer to Chapter 68A-27 of the Florida Administrative Code for definitions of “take” and a list of fish and wildlife species. If listed species are observed onsite, FWC staff are available to provide decision support information or assist in obtaining the appropriate FWC permits. Most marine endangered and threatened 527 species are statutorily protected and a “take” permit cannot be issued. Requests for further information or review can be sent to FWCConservationPlanningServices@MyFWC.com. 21. All wetland areas or water bodies that are outside the specific limits of construction authorized by this permit must be protected from erosion, siltation, scouring or excess turbidity, and dewatering. 22. The operation and maintenance entity shall inspect the stormwater or surface water management system once within two years after the completion of construction and every two years thereafter to determine if the system is functioning as designed and permitted. The operation and maintenance entity must maintain a record of each required inspection, including the date of the inspection, the name and contact information of the inspector, and whether the system was functioning as designed and permitted, and make such record available for inspection upon request by the District during normal business hours. If at any time the system is not functioning as designed and permitted, then within 30 days the entity shall submit a report electronically or in writing to the District using Form 62-330.311(1), “Operation and Maintenance Inspection Certification,” describing the remedial actions taken to resolve the failure or deviation. 23. No surface water impacts are proposed or authorized by this permit. 24. The proposed surface water management system must be constructed and operated according to the plans received by the District on August 18, 2023. 528 Notice Of Rights 1.A person whose substantial interests are or may be affected has the right to request an administrative hearing by filing a written petition with the St. Johns River Water Management District (District). Pursuant to Chapter 28-106 and Rule 40C-1.1007, Florida Administrative Code, the petition must be filed (received) either by delivery at the office of the District Clerk at District Headquarters, P. O. Box 1429, Palatka Florida 32178-1429 (4049 Reid St., Palatka, FL 32177) or by e-mail with the District Clerk at Clerk@sjrwmd.com, within twenty-six (26) days of the District depositing the notice of District decision in the mail (for those persons to whom the District mails actual notice), within twenty-one (21) days of the District emailing the notice of District decision (for those persons to whom the District emails actual notice), or within twenty-one (21) days of newspaper publication of the notice of District decision (for those persons to whom the District does not mail or email actual notice). A petition must comply with Sections 120.54(5)(b)4. and 120.569(2)(c), Florida Statutes, and Chapter 28-106, Florida Administrative Code. The District will not accept a petition sent by facsimile (fax), as explained in paragraph no. 4 below. 2.Please be advised that if you wish to dispute this District decision, mediation may be available and that choosing mediation does not affect your right to an administrative hearing. If you wish to request mediation, you must do so in a timely-filed petition. If all parties, including the District, agree to the details of the mediation procedure, in writing, within 10 days after the time period stated in the announcement for election of an administrative remedy under Sections 120.569 and 120.57, Florida Statutes, the time limitations imposed by Sections 120.569 and 120.57, Florida Statutes, shall be tolled to allow mediation of the disputed District decision. The mediation must be concluded within 60 days of the date of the parties’ written agreement, or such other timeframe agreed to by the parties in writing. Any mediation agreement must include provisions for selecting a mediator, a statement that each party shall be responsible for paying its pro-rata share of the costs and fees associated with mediation, and the mediating parties’ understanding regarding the confidentiality of discussions and documents introduced during mediation. If mediation results in settlement of the administrative dispute, the District will enter a final order consistent with the settlement agreement. If mediation terminates without settlement of the dispute, the District will notify all the parties in writing that the administrative hearing process under Sections 120.569 and 120.57, Florida Statutes, is resumed. Even if a party chooses not to engage in formal mediation, or if formal mediation does not result in a settlement agreement, the District will remain willing to engage in informal settlement discussions. 3.A person whose substantial interests are or may be affected has the right to an informal administrative hearing pursuant to Sections 120.569 and 120.57(2), Florida Statutes, where no material facts are in dispute. A petition for an informal hearing must also comply with the requirements set forth in Rule 28-106.301, Florida Administrative Code. 529 Notice Of Rights 4.A petition for an administrative hearing is deemed filed upon receipt of the complete petition by the District Clerk at the District Headquarters in Palatka, Florida during the District’s regular business hours. The District’s regular business hours are 8:00 a.m. – 5:00 p.m., excluding weekends and District holidays. Petitions received by the District Clerk after the District’s regular business hours shall be deemed filed as of 8:00 a.m. on the District’s next regular business day. The District’s acceptance of petitions filed by e- mail is subject to certain conditions set forth in the District’s Statement of Agency Organization and Operation (issued pursuant to Rule 28-101.001, Florida Administrative Code), which is available for viewing at sjrwmd.com. These conditions include, but are not limited to, the petition being in the form of a PDF or TIFF file and being capable of being stored and printed by the District. Further, pursuant to the District’s Statement of Agency Organization and Operation, attempting to file a petition by facsimile is prohibited and shall not constitute filing. 5.Failure to file a petition for an administrative hearing within the requisite timeframe shall constitute a waiver of the right to an administrative hearing. (Rule 28-106.111, Florida Administrative Code). 6.The right to an administrative hearing and the relevant procedures to be followed are governed by Chapter 120, Florida Statutes, Chapter 28-106, Florida Administrative Code, and Rule 40C-1.1007, Florida Administrative Code. Because the administrative hearing process is designed to formulate final agency action, the filing of a petition means the District’s final action may be different from the position taken by it in this notice. A person whose substantial interests are or may be affected by the District’s final action has the right to become a party to the proceeding, in accordance with the requirements set forth above. 7.Pursuant to Section 120.68, Florida Statutes, a party to the proceeding before the District who is adversely affected by final District action may seek review of the action in the District Court of Appeal by filing a notice of appeal pursuant to Rules 9.110 and 9.190, Florida Rules of Appellate Procedure, within 30 days of the rendering of the final District action. 8.A District action is considered rendered, as referred to in paragraph no. 7 above, after it is signed on behalf of the District and filed by the District Clerk. 9.Failure to observe the relevant timeframes for filing a petition for judicial review as described in paragraph no. 7 above will result in waiver of that right to review. NOR.Decision.DOC.001 Revised 12.7.11 530 NOTICING INFORMATION Please be advised that the St. Johns River Water Management District will not publish a notice in the newspaper advising the public that it has issued a permit for this project. Newspaper publication, using the District’s notice form, notifies members of the public of their right to challenge the issuance of the permit. If proper notice is given by newspaper publication, then there is a 21-day time limit for someone to file a petition for an administrative hearing to challenge the issuance of the permit. To close the point of entry for filing a petition, you may publish (at your own expense) a one- time notice of the District’s decision in a newspaper of general circulation within the affected area as defined in Section 50.011 of the Florida Statutes. If you do not publish a newspaper notice to close the point of entry, the time to challenge the issuance of your permit will not expire and someone could file a petition even after your project is constructed. A copy of the notice form and a partial list of newspapers of general circulation are attached for your convenience. However, you are not limited to those listed newspapers. If you choose to close the point of entry and the notice is published, the newspaper will return to you an affidavit of publication. In that event, it is important that you either submit a scanned copy of the affidavit by emailing it to compliancesupport@sjrwmd.com (preferred method) or send a copy of the original affidavit to: Office of Records and Regulatory Support 4049 Reid Street Palatka, FL 32177 If you have any questions, please contact the Office of Records and Regulatory Support at (386) 329-4570. 531 NOTICE OF AGENCY ACTION TAKEN BY THE ST. JOHNS RIVER WATER MANAGEMENT DISTRICT Notice is given that the following permit was issued on ____________________: (Name and address of applicant) ______________________________________ permit#____________________. The project is located in _____________County, Section ________, Township ________ South, Range ________ East. The permit authorizes a surface water management system on ________ acres for _____________________________________________________________ known as ____________________. The receiving water body is ________________. A person whose substantial interests are or may be affected has the right to request an administrative hearing by filing a written petition with the St. Johns River Water Management District (District). Pursuant to Chapter 28-106 and Rule 40C-1.1007, Florida Administrative Code (F.A.C.), the petition must be filed (received) either by delivery at the office of the District Clerk at District Headquarters, P.O. Box 1429, Palatka FL 32178-1429 (4049 Reid St, Palatka, FL 32177) or by e-mail with the District Clerk at Clerk@sjrwmd.com, within twenty-one (21) days of newspaper publication of the notice of District decision (for those persons to whom the District does not mail or email actual notice). A petition must comply with Sections 120.54(5)(b)4. and 120.569(2)(c), Florida Statutes (F.S.), and Chapter 28-106, F.A.C. The District will not accept a petition sent by facsimile (fax). Mediation pursuant to Section 120.573, F.S., may be available and choosing mediation does not affect your right to an administrative hearing. A petition for an administrative hearing is deemed filed upon receipt of the complete petition by the District Clerk at the District Headquarters in Palatka, Florida during the District’s regular business hours. The District's regular business hours are 8 a.m. – 5 p.m., excluding weekends and District holidays. Petitions received by the District Clerk after the District's regular business hours shall be deemed filed as of 8 a.m. on the District’s next regular business day. The District's acceptance of petitions filed by e-mail is subject to certain conditions set forth in the District’s Statement of Agency Organization and Operation (issued pursuant to Rule 28-101.001, Florida Administrative Code), which is available for viewing at www.sjrwmd.com. These conditions include, but are not limited to, the petition being in the form of a PDF or TIFF file and being capable of being stored and printed by the District. Further, pursuant to the District’s Statement of Agency Organization and Operation, attempting to file a petition by facsimile (fax) is prohibited and shall not constitute filing. The right to an administrative hearing and the relevant procedures to be followed are governed by Chapter 120, Florida Statutes, Chapter 28-106, Florida Administrative Code, and Rule 40C- 1.1007, Florida Administrative Code. Because the administrative hearing process is designed to formulate final agency action, the filing of a petition means the District's final action may be different from the position taken by it in this notice. Failure to file a petition for an administrative hearing within the requisite time frame shall constitute a waiver of the right to an administrative hearing. (Rule 28-106.111, F.A.C.). If you wish to do so, please visit http://www.sjrwmd.com/nor_dec/ to read the complete Notice of Rights to determine any legal rights you may have concerning the District's decision(s) on the permit application(s) described above. You can also request the Notice of Rights by contacting the Director of Office of Records and Regulatory Support, 4049 Reid St., Palatka, FL 32177- 2529, tele. no. (386)329-4570. 532 NEWSPAPER ADVERTISING ALACHUA BAKER Gainesville Sun, Legal Advertising Baker County Press, Legal Advertising 2700 SW 13th Street P. O. Box 598 Gainesville, FL 32608 Maclenny, FL 3206 3 866-858-9652 904-259-2400/ fax 904-259-6502 BRAFORD BREVARD Bradford County Telegraph, Legal Advertising Florida Today, Legal Advertising P. O. Drawer A P. O. Box 419000 Starke, FL 32901 Melbourne, FL 32941-9000 904-964-6305/ fax 904-964-8628 321-242-3832/ fax 321-242-6618 CLAY DUVAL Clay Today, Legal Advertising Daily Record, Legal Advertising 1560 Kinsley Ave., Suite 1 P. O. Box 1769 Orange Park, FL 32073 Jacksonville, FL 32201 904-264-3200/ fax 904-264-3285 904-356-2466 / fax 904-353-2628 FLAGLER INDIAN RIVER Flagler Tribune, c/o News Journal Treasure Coast News P. O. 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Box 1630 Palatka, FL 32178 St. Augustine, FL 32085 386-312-5200/ fax 386-312-5209 904-819-3439 SEMINOLE VOLUSIA Sanford Herald, Legal Advertising News Journal Corporation, Legal Advertising 300 North French Avenue P. O. Box 2831 Sanford, FL 32771 Daytona Beach, FL 32120-2831 407-323-9408 (386) 681-2322 533