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HomeMy WebLinkAbout2025 03 13 Public Hearing 400 - The Human BeanPUBLIC HEARINGS AGENDA ITEM 400 PLANNING AND ZONING BOARD/LOCAL PLANNING AGENCY AGENDA | MARCH 13, 2025 REGULAR MEETING TITLE The Human Bean SUMMARY Staff requests that the Planning and Zoning Board hold a Public Hearing to consider the Aesthetic Review, Waiver, Final Engineering Plans and Development Agreement to construct a drive-thru coffee shop on ±0.39 acres within Venetian Square’s developed ±7.84-acre lot. FUNDING SOURCE RECOMMENDATION Staff requests that the Planning and Zoning Board hold a Public Hearing to consider the Aesthetic Review, Waiver, Final Engineering Plans and Development Agreement to construct a drive-thru coffee shop on ±0.39 acres within Venetian Square’s developed ±7.84-acre lot. 10 TITLE 260 E State Road 434 | Aesthetic Review, Waiver, Final Engineering Plans, and Development Agreement SUMMARY/UPDATE The Community Development Department requests that the Planning and Zoning Board hold a Public Hearing to consider the Site Plan and Development Agreement to construct a drive-thru coffee shop on ±0.39 acres within Venetian Square’s developed ±7.84-acre lot. General Information Applicant Kevin S. Hebert, PE, LEED AP Property Owner(s) Ursula, LLC Location 260 E State Road 434, Winter Springs, FL 32708 Tract Size ±7.84 acres Parcel ID Number 26-20-30-5AR-0D00-0120 Zoning Designation Neighborhood Commercial (C-1) FLUM Designation Commercial Adjacent Land Use North: Multi-family residential East: Neighborhood Commercial South: Residential and adaptive reuse commercial West: Neighborhood Commercial Development Permits 2020: Consent Agenda Item 301 2016: 02849 Monument & Wall Sign 2006: 02373 Retaining Wall Development Agreement Book 5886/Page 817: First Modification to Development Agreement (2005) Book 5832/Page1136: Binding Development Agreement (2004) Code Enforcement None City Liens None PUBLIC HEARINGS AGENDA PLANNING & ZONING BOARD Thursday, March 13, 2025 | REGULAR MEETING 11 PUBLIC HEARINGS AGENDA | THURSDAY, MARCH 13,2025 | PAGE 2 OF 14 Request: The applicant seeks to develop a portion of the existing parking lot to accommodate a coffee shop. Background: The property is located within the Venetian Square, a 7.84-acre lot, zoned Neighborhood Commercial (C-1), contains a Commercial Future Land Use (FLU), and is within the S.R. 434 Corridor Overlay District. The existing 45,700 SF retail center building was built in 1981. Final Engineering/Site Plan, Development Agreement, and aesthetic Review for an expansion was approved by City Commission on June 28, 2004. The plan to construct an additional 27,000 SF building on the westernmost portion of the parcel, along with landscaping, parking lot re-striping, paved curbs, greenery to parking, and additional lighting was documented in the 2004 development agreement A timeline extension request was granted on August 08, 2005 by City Commission. Details described in the 1st Amendment to the Development Agreement (2005) established a July 28, 2006 deadline to commence construction or else the Development Agreement, modifications, and final engineering plan automatically become null and void. Construction of the 27,000 SF building did not occur, rendering the previous agreement null and void. There have been updates to the property over the years that not only included the existing retail center building, but also the parking lot. Within Consent Agenda Item 301 of the November 16, 2020 City Commission meeting, the property owner, Ursula, LLC, was approved for parking lot improvements consisting of a Landscape Plan and Parking Lot Improvements Plan that encompassed raised curbing, plantings, lighting, partial pedestrian pathway, a modified parking configuration, and a proposed future phase/outparcel located south of the lot and parallel to State Road 434. This report encompasses future phase/outparcel area illustrated in the approved 2020 documents with a proposed ±692 SF drive-thru and walk-up coffee shop named “The Human Bean.” Public Notices: Public Hearing Notices were mailed to all owners of real property adjacent to and within approximately five hundred (500) feet of the subject property and to all Homeowner’s Associations on file with the City Winter Springs and located within one-half (1/2) mile of the subject property on December 06, 2024 for the Community Workshop; on March 6, 2025 for public meeting notices. Analysis of Site and Final Engineering (Sec. 20-33.1) Criteria: The following criteria is set forth by City of Winter Springs Code of Ordinances Section 20-33.1) which has been analyzed by staff to form a recommendation: 12 PUBLIC HEARINGS AGENDA | THURSDAY, MARCH 13,2025 | PAGE 3 OF 14 (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. Analysis: The project proposes a ±0.39-acre improvement to the existing Venetian Square that incorporates a 692 SF modular building. 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. The proposed building height is approximately 19’-5 15/16” that includes a parapet. Proposed exterior materials include stone and stucco. Lighting is not to spill over onto adjacent properties. Daily hours of operation may range from 5:30AM 13 PUBLIC HEARINGS AGENDA | THURSDAY, MARCH 13,2025 | PAGE 4 OF 14 – 8:00PM with staffing numbers varying based on operational demand. The proposed building will be setback approximately 50 feet from the southern property line and over 100 feet from the eastern property line. The site is proposed to be designed with landscape features that enhance the area that will also obscure the view of the drive-thru on the western side of the building. The coffee shop is not proposed to have indoor seating and will have one drive-thru lane. A second lane shall serve as a bypass lane. The applicant’s trip generator proposes an average of 179 trips per weekday. The drive-thru aisle is proposed to accommodate eight (8) vehicles. The proposed coffee shop will share the shopping plaza’s parking lot within its Neighborhood Commercial (C-1) zoning designation. The proposed coffee shop appears to be compatible and harmonious with adjacent land uses and enhances the aesthetic within the community. 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 provides four points of access for ingress and egress. Two exist along S.R. 434, one is located along Sherry Avenue. Additionally, a separate parcel to the east provides two points of interparcel connectivity to the subject site. On site improvements include enhanced pedestrian connectivity by extending pathways from S.R. 434 to the northern portion of the site. Landscape improvements incorporate Crape Myrtle trees, Sand Cordgrass and Parsons Juniper shrubs, and Bahia Grass and mulching as ground covers. Paving and grading is proposed to make use of existing infrastructure, and the utility plan is proposed to tap into existing lines. The site is large enough to accommodate the proposed coffee shop and adequate drive-through lane for queuing, the landscaping, and parking, which will be shared with the Venetian Square parking lot. 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 subject site is proposed to enhance the area and local economy without having an adverse impact. 4. Whether the proposed site and final engineering plan and subdivision of land will have an adverse impact on the natural environment, including air, 14 PUBLIC HEARINGS AGENDA | THURSDAY, MARCH 13,2025 | PAGE 5 OF 14 water, and noise pollution, vegetation and wildlife, open space, noxious and desirable vegetation, and flood hazards. Analysis: The proposed site plan is not anticipated to have an adverse impact on the natural environment as the location of the coffee shop is already an impervious parking lot. The addition of enhanced landscaping buffers as discussed below under the Waiver section for the 434 Streetscape will have a positive environmental effect. 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: The subject site is not anticipated to have an adverse impact in this manner. 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 subject site is not anticipated to have an adverse impact in this manner. A bus stop is located along S.R. 434 within 150 feet of the subject site’s enhanced aesthetic provisions, and provides public transportation drivers and patrons to have access to the coffee shop. Water and sewer are available on site with sufficient capacity. 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: The subject site is located within an existing parking lot that has parking and maneuvering needs similar to the proposed location of the coffee shop. The proposed traffic along S.R. 434 is not anticipated to increase as the proposed operation provides for drive-thru and walk-up only without indoor seating. With a bypass lane and parking spaces available, staff believes there will be ample space on site to accommodate any queuing for the drive-through. 15 PUBLIC HEARINGS AGENDA | THURSDAY, MARCH 13,2025 | PAGE 6 OF 14 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 subject site’s proposed drive-thru coffee shop does not pose an adverse impact in this manner. 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: The subject site is proposed to be designed and provide a use that does not pose an adverse impact in this manner. 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: The subject site proposes an operation that limits face-to-face operations without a barrier separating patrons from staff by way of a drive-thru or walk-up window. The operation does not allow for indoor seating. The proposed bypass lane allows for drivers to depart the subject site should it be necessary. The proposed sidewalk/pedestrian ways provide for enhanced visibility to traverse the site going north and south. 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: Not applicable as the site proposes a 692 SF building. 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. 16 PUBLIC HEARINGS AGENDA | THURSDAY, MARCH 13,2025 | PAGE 7 OF 14 Analysis: The proposed use of the subject site is a drive-thru coffee shop constructed within an existing parking lot. The proposed site provides the following measures to mitigate adverse impacts: 1. Reduced footprint accomplished by no dine-in Reduces parking requirement Reduces impervious surface 2. Provides Site Enhancements Incorporates trees, shrubs, grass, and mulch Enhances pedestrian accessibility 3. Stormwater drainage connection 4. Reclaimed water usage for landscaping 5. Modular Building Reduced city inspection requirements 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. Analysis: The applicant agrees to execute a binding development agreement. Water and Sewer: The proposed development will connect to City utilities. Water Concurrency: The water service for the building shall be potable. With maximum potential daily flows proposed to be accommodated. Stormwater: The stormwater management system for this project is proposed to connect to existing drainage systems located on site. Transportation: The existing plaza development has four (4) means of ingress/egress; two along State Road 434, and one along Sherry Avenue. The project single drive-through lane is predicted to accommodate an average of 179 weekday trips. Parking Analysis: 17 PUBLIC HEARINGS AGENDA | THURSDAY, MARCH 13,2025 | PAGE 8 OF 14 The net parking space count, post construction, is a reduction of 19 parking spaces. Two hundred seventy-nine parking spaces remain for usage of the entire plaza. Handicapped parking spaces are proposed to increase by one space to have a total of 6 handicapped spaces. The operational use of the proposed business requires three (3) parking spaces. There are two parking calculations, as per Section 9-277 of the municipal code of the City of Winter Springs, that are directly related to those business: 1. Restaurants, Nightclubs, Tearooms or Lunch Counters Ratio of 1 parking space per 100 SF of usable patron floor space 0 SF ÷ 100 = 0 parking spaces 2. General Business and Retail Commercial Ratio of 1 parking space per 300 SF of building floor space, excluding storage 692 SF ÷ 300 = 3 parking spaces The plaza’s parking lot consists of 298 parking spaces. The proposed project removes a net of 19 parking spaces while adding one additional handicapped space to the entire lot. The project proposes patrons being served by way of drive-thru and walk-up window without an interior patron area, and not requiring patron parking. Although required patron parking is three (3), the applicant proposes to incorporate four (4) parking spaces into the design. The project will result in 279 total parking spaces. 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. 18 PUBLIC HEARINGS AGENDA | THURSDAY, MARCH 13,2025 | PAGE 9 OF 14 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 subject site’s proposed plan harmoniously enhances the surrounding aesthetic. Design features incorporated into the project, such as significant stone accents, make it similar but not identical to other buildings in the area. Staff has recommended a condition of approval for the aesthetic review, requiring the building color palette of the elevations be adjusted (lightened) to reflect a base color that harmoniously conforms to the white/light gray coloring of the main Venetian Square buildings. Revised color swatch/ options submitted by the applicant shall be approved by the City Commission. 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 subject site’s plans are in harmony with possibilities for future development. 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 subject site proposed enhanced materials and design that highlights the accents of Venetian Square as well as align with elevation, size, arrangement, and other significant features of the surrounding area’s newly developed Taco Bell residing across the street. 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. 19 PUBLIC HEARINGS AGENDA | THURSDAY, MARCH 13,2025 | PAGE 10 OF 14 Analysis: The subject site’s proposed project significantly enhances the established characteristics of Venetian Square. 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 subject site proposes a modular building equipped with parapet, stacked stone, stucco, and color features that highlight the accent colors of the existing building. Waiver criteria set forth in Subsection 20-34(d) are as follows: 1. The applicant clearly demonstrates that the applicable term or condition clearly creates an illogical, impossible, impractical, or patently unreasonable result related to the proposed property and development. 2. The proposed development plan is in substantial compliance with this chapter and in compliance with the comprehensive plan. 3. The proposed development plan will significantly enhance the real property. 4. The proposed development plan serves the public health, safety, and welfare. 5. The waiver will not diminish property values in or alter the essential character of the surrounding neighborhood. 6. The waiver granted is the minimum waiver that will eliminate or reduce the illogical, impossible, impractical, or patently unreasonable result caused by the applicable term or condition under this chapter. 7. The proposed development plan is compatible and harmonious with the surrounding neighborhood. 8. 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. New Waiver Requests/Justifications 20 PUBLIC HEARINGS AGENDA | THURSDAY, MARCH 13,2025 | PAGE 11 OF 14 1. The applicant requests a Waiver from Winter Springs City Code Sec. 20-601(a) to allow for (1) the reordering of the elements of the required streetscape such that a 5’ grass strip lines the right-of-way (rather than the 16’ landscape and treescape area), followed by the 5’ sidewalk, then a landscape and treescape area; (2) reduction of the required sidewalk from 6’ to 5’ to allow the existing 5’ sidewalk to remain;(3) no 5’ landscape area will be provided and the existing approximate 5’ grass area between the street and sidewalk will remain; (4)required 16’ landscape and treescape area for planting canopy trees (ordinarily lining the right-of-way) will be reduced to between 9.5’ and 19’, which will allow the existing canopy tree coverage and spacing to remain, in addition to existing hedges adjacent to State Road 434 right-of-way (FDOT) in lieu of spacing requirements and plantings within the FDOT right-of-way. A line of shrubs and four additional winged elm trees are proposed to be planted to supplement the existing treescape, which is an approved canopy tree species as listed in Chapter 5, Appendix C, Approved Streetscape Canopy Tree Types for Streetscapes Along SR 434 and Tuskawilla Road. Applicant Justification: (a) There shall be a minimum streetscape area of twenty-seven (27) feet in depth for properties located along the State Road 434 and Tuskawilla Road corridors. As stated on the application, the existing streetscape is improved with existing canopy tree coverage/spacing in addition to hedges adjacent to the SR 434 R/W (FDOT). In front of this project’s location/placement, the streetscape depth ranges from approximately 27.5-ft to 37-ft which exceeds code requirement. However, approximately 18-ft of this depth is FDOT R/W including an existing 5-ft sidewalk. This results in approximately 9.5-ft to 19-ft available for streetscape plantings on-site. Street tree plantings are not permitted within the FDOT R/W or this initial 18-ft. (b) The total twenty-seven (27) feet of required streetscape area shall consist of three component parts which include: (1) Five-foot landscape area; See above – 13-ft within FDOT R/W (18 – 5 = 13). (2) Six-foot sidewalk; and See above – 5-ft existing sidewalk within FDOT R/W (3) Sixteen-foot landscape and treescape area for planting canopy trees which will line the right-of-way and installing any authorized street furnishings. See above – 9.5-ft to 19-ft is available (c) Depending on the existing depth of available right-of-way for streetscape, the twenty-seven (27) feet will either be entirely within the right-of-way or 21 PUBLIC HEARINGS AGENDA | THURSDAY, MARCH 13,2025 | PAGE 12 OF 14 entirely on the subject property under development or a combination of both the available right-of-way and the subject property. For example, as illustrated in section 20-610 of this article, there are three (3) possible required streetscape scenarios: (1) If there is twenty-seven (27) feet of existing right-of-way, the streetscape is required to be located entirely within the right-of-way. N/A (2) If there is no existing available right-of-way, the streetscape is required to be located entirely on the subject property. N/A (3) If there is only ten (10) feet of available right-of-way, the streetscape is required to be located within the ten (10) feet of available right-of-way and within seventeen (17) feet of the subject property, etc. See above – 9.5-ft to 19- ft is available For purposes of this subsection, the term "available" means that the authority with jurisdiction over the right-of-way has granted permission to construct, install and maintain the streetscape required by this article. (d) Streetscape trees required to be planted under this article shall be canopy trees of the size and type authorized on the city's approved species list for streetscape canopy trees. Trees shall be planted within the required sixteen (16) foot landscape area between the sidewalk and roadway with a minimum fifteen (15) foot separation between trees. Authorized street furnishing may also be installed and maintained within the sixteen (16) foot landscape area such as benches, bus shelters, lighting, trash receptacles, bicycle racks, and public signage and art. Proposes streetscape plantings within the available 9.5-ft to 19-ft on-site consist of four (4) new canopy trees, two (2) existing trees, and approximately 154-lf of hedges/shrubs. City Code: City Code Sec. 20-601 | Streetscape requirements. Staff Response: The applicant has stated that site constraints prohibit the implementation of the full 27-foot streetscape as required by the code. Sec. 20-601 requires a sixteen-foot landscape area for planting canopy trees lining the right-of-way; the applicant is proposing nine to nineteen feet for that purpose. The Code requires a six-foot sidewalk; the applicant is proposing to maintain the existing five-foot sidewalk. Sec. 20-601 requires a five-foot landscape area between the sidewalk and the front building line and the applicant is not adhering to that requirement given FDOT restrictions. 22 PUBLIC HEARINGS AGENDA | THURSDAY, MARCH 13,2025 | PAGE 13 OF 14 Reports: The Final Engineering submittal is required to include the following reports or updates of previously prepared reports for the same property. Reports July 8, 2024 Traffic Study | Trip Generation Staff recommends approval of the requested waiver. Requiring the applicant to adhere to the requirements of Sec. 20-601 would require the demolition and removal of existing streetscaping along State Road 434. The applicant has demonstrated, via submission of revised landscaping plans, with additional enhancements to existing landscaping, the intent to adhere the SR 434 streetscape ordinance. Procedural History: March 05, 2024 Pre-Application Meeting (PREM-2024-0003) July 08, 2024 Site Plan Application (FEDP-2024-0002) December 06, 2024 Public Notices January 06, 2025 Community Workshop February 19, 2025 Aesthetic Review Application (AERV-2025-0005) February 19, 2025 Waiver Application (WAIV-2025-0006) March 6, 2025 Public Notices & Signage March 13, 2025 Planning & Zoning Board/ Local Planning Agency | Recommendation on Aesthetic Review, Waiver, Final Engineering Plans and Development Agreement 23 PUBLIC HEARINGS AGENDA | THURSDAY, MARCH 13,2025 | PAGE 14 OF 14 Staff Recommendation: Staff recommends the Planning & Zoning Board approve FEDP-2024-0002 with the following conditions: 1. Execution of proposed development agreement. 2. Substantial conformance to Exhibits. 3. Parking spaces shall be designed as 10’ X 20’ feet. 4. Building color palette of the elevations submitted shall be adjusted (lightened) to reflect a base color that harmoniously conforms to the white/light gray coloring of the main Venetian Square buildings. Revised color swatch/ options submitted by the applicant shall be approved by the City Commission. 5. The row of shrubs proposed to be planted for the streetscape shall be extended to the west property line. Attachments: Final Engineering Plans Development Agreement Vicinity and Aerial Map Site Plan Review Application Aesthetic Review Application Waiver Application Trip Generation Traffic Study 24 © MEI PARTNERS - 2024 SHEET INDEX OF DRAWINGSTITLESHEET NO.CONSTRUCTION PLANSFORTHE HUMAN BEAN SITE REDEVELOPMENTWINTER SPRINGS, FLORIDA(PN: 26-20-30-5AR-0D00-0120)PREPARED FORPBC CONSTRUCTION, LLC1200 HILLCREST STREET, SUITE 101ORLANDO, FLORIDA, 32803PREPARED BYMEI PROJECT NO.: 160003DATE: 6/20/2024KEVIN S. HEBERT, PE 60108PROJECTSITENTS LOCATION MAPMEI PN: 160003 DATE: 6/20/2024 THE HUMAN BEAN SITE DEVELOPMENTC000COVER SHEETOVERALL SITE PLANDEMOLITION AND EROSION CONTROL PLANSITE GEOMETRY AND BUILDING STAKEOUT PLANPAVING AND GRADING PLANWATER AND SEWER PLANMISCELLANEOUS DETAILSWATER DETAILSSEWER DETAILSLANDSCAPE PLANIRRIGATION PLANLANDSCAPE PLAN SPECIFICATIONS / DETAILSBOUNDARY AND TOPOGRAPHIC SURVEYC000C001C100C200C300C400C500C501C502LS-01LS-02LS-03S1MEIPARTNERSWinter Park, FL 32792 CA 33154P: 321.203.2852 | F: 321.203.2948www.mei-partners.com1035 S. Semoran Blvd., Suite 1029CIVIL ENGINEERMEI PARTNERS, LLC1035 S. SEMORAN BLVD., SUITE 1029WINTER PARK, FLORIDA 32792PHONE: (321) 203-2852FAX: (321) 203-2948ATTN: KEVIN S. HEBERT, PEEMAIL: kevinh@mei-partners.comLANDSCAPE ARCHITECTBORTON DESIGN, INC.1354 N. KYLE WAYSAINT JOHNS, FLORIDA 32259PHONE: (904) 287-1996ATTN: BRIAN D. BORTON, RLAEMAIL: bdb@bortondesign.comSURVEYORELLIS SURVEYS, LLCP.O.BOX 160952ALTAMONTE SPRINGS, FLORIDA 32716PHONE: (407) 834-4003ATTN: ROBERT A. ELLIS, P.L.S.EMAIL: bob@ellissurveys.comTHIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY -KEVIN S. HEBERT, PE ON THE DATE ADJACENT TO THE SEAL.PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED ANDSEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONICCOPIES.Kevin HebertDigitally signed by Kevin HebertDN: CN=Kevin Hebert, E=kevinh@mei-partners.com, G=Kevin, SN=Hebert, C=USReason: I am approving this documentDate: 2024.07.08 13:10:58-04'00'25 SHERRY AVENUEVENETIAN SQUARELONGWOOD - OVIEDO ROAD(SR-434)INDIAN RIDGECONDOSMOSS PARK APARTMENTSNORTH ORLANDOTOWNSITE 4THADDITIONADVANCEAUTO PARTSC001OVERALL SITE PLAN 50'THE HUMAN BEAN SITE REDEVELOPEMNT 260 E. SR-434 WINTER SPRINGS, FLORIDA 32708 DESCRIPTION OF REVISIONNO REV BYDATE 1 APPROVED:KSHCHECKED:DJDRAWN:DJDESIGN:6/20/2024START:AS NOTEDSCALE:JOB NO. 1600032 3 4 5 6 FLORIDAWINTER SPRINGS © MEI PARTNERS - 2024 160003 - THE HUMAN BEAN SITE REDEVELOPMENTSHEETKEVIN S. HEBERT, PE 60108www.mei-partners.com M E I PARTNERS KSHWinter Park, FL 32792 CA 33154 P: 321.203.2852 | F: 321.203.2948 1035 S. Semoran Blvd., Suite 1029 SITE LEGENDPROPERTY BOUNDARYLIMITS OF CONC. PAVT.LIMITS OF NEW ASPHALTPAVEMENTTHIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY -KEVIN S. HEBERT, PE ON THE DATE ADJACENT TO THE SEAL.PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED ANDSEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONICCOPIES.26 EXIST. 6-IN WMEXIST. 6-IN WMSILT-FENCE(TYP)CONTRACTOR SHALLPROTECT AND USECAUTION AROUNDEXIST. SAN. MH ANDUNDERGROUND LINESTO REMAINLIMITS OF DEMOLITION TO BECLEARED AND GRUBBED (INC.REMOVAL OF PAVT. CURB, ETC.)SEDIMENT FILTER ATEXIST. CURB INLET (TYP)xxxxxxxSILT-FENCE(TYP)SILT-FENCE(TYP)SILT-FENCE(TYP)SILT-FENCE(TYP)CONTRACTOR SHALLPROTECT AND USECAUTION AROUNDEXIST. LIGHT POLETO REMAINCONTRACTOR SHALLPROTECT AND USECAUTION AROUND EXIST.STOP SIGN TO REMAINDEMO APPROX.12-LF CURBSEDIMENT FILTER AT EXIST.INLET (SYNTHETIC BALE)ADVANCEAUTO PARTSVENETIAN SQUARELONGWOOD - OVIEDO ROAD(SR-434)SITE BENCHMARK #1EL = 42.70' (NAVD 88)C100DEMOLITION AND EROSION CONTROL PLAN 20'SAFETY NOTES1. DURING THE CONSTRUCTION AND/OR MAINTENANCE OF THIS PROJECT, ALLSAFETY REGULATIONS ARE TO BE ENFORCED. THE CONTRACTOR OR HISREPRESENTATIVE SHALL BE RESPONSIBLE FOR THE CONTROL AND SAFETY OFTHE TRAVELING PUBLIC AND THE SAFETY OF HIS PERSONNEL.2. LABOR SAFETY REGULATIONS SHALL CONFORM TO THE PROVISIONS SET FORTHBY OSHA IN THE FEDERAL REGISTER OF THE DEPARTMENT OF TRANSPORTATION.3. THE MINIMUM STANDARDS AS SET FORTH IN THE CURRENT EDITION OF THESTATE OF FLORIDA, "ROADWAY AND TRAFFIC DESIGN STANDARDS" SHALL BEFOLLOWED IN THE DESIGN APPLICATION, INSTALLATION, MAINTENANCE ANDREMOVAL OF ALL TRAFFIC CONTROL DEVICES, WARNING DEVICES AND BARRIERSNECESSARY TO PROTECT THE PUBLIC AND WORKMEN FROM HAZARDS WITHIN THEPROJECT.4. ALL TRAFFIC CONTROL MARKINGS AND DEVICES SHALL CONFORM TO THEPROVISIONS SET FORTH IN THE "MANUAL ON UNIFORM TRAFFIC CONTROLDEVICES" PREPARED BY THE U.S. DEPARTMENT OF TRANSPORTATION, FEDERALHIGHWAY ADMINISTRATION.5. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY ANDENFORCE ALL APPLICABLE SAFETY REGULATIONS. THE ABOVE INFORMATION HASBEEN PROVIDED FOR THE CONTRACTOR'S INFORMATION ONLY AND DOES NOTIMPLY THAT THE OWNER OR ENGINEER WILL INSPECT AND/OR ENFORCE SAFETYREGULATIONS.6. ALL SIGNS AND MARKINGS TO COMPLY WITH THE FDOT ROADWAY AND TRAFFICDESIGN STANDARDS, MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND THEAPPLICABLE JURISDICTIONAL LAND DEVELOPMENT CODE.CLEARING AND SITE PREPARATION NOTES1. CONTRACTOR SHALL CLEAR AND GRUB ONLY THOSE PORTIONS OF THE SITENECESSARY FOR CONSTRUCTION. DISTURBED AREAS WILL BE SEEDED, MULCHED,SODDED, OR PLANTED WITH OTHER APPROVED LANDSCAPE MATERIAL.2. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSEDOF OFF-SITE IN ACCORDANCE WITH APPLICABLE REGULATORY AGENCYREQUIREMENTS.3. THE CONTRACTOR IS TO REMOVE ALL PAVING MARKED FOR DEMOLITION WHICHINCLUDES BUT IS NOT LIMITED TO ALL ASPHALT, CONCRETE, BASE, AND RETAININGWALLS (INCLUDING FOOTERS).4. THE CONTRACTOR SHALL SAW-CUT A SMOOTH STRAIGHT EDGE ON ANYPAVEMENT PROPOSED FOR DEMOLITION PRIOR TO ITS REMOVAL. PRIOR TOCONNECTING PROPOSED PAVEMENT TO EXISTING PAVEMENT, THE CONTRACTORSHALL ENSURE THAT THE EDGE OF THE EXISTING PAVEMENT IS STRAIGHT ANDUNIFORM.5. THE CONTRACTOR SHALL REMOVE ALL UNSALVAGEABLE MATERIALS, ORGANICMATERIAL, AND YARD WASTE FROM THE SITE IMMEDIATELY, AND DISPOSE INACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS.DEMOLITION NOTES1. CONTRACTOR SHALL OBTAIN AND SECURE ALL NECESSARY PERMITS ANDAPPROVALS FROM GOVERNING AUTHORITIES FOR PROPER REMOVAL ANDDEMOLITION OF EXISTING IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO SEPTICTANKS, DRAIN FIELDS, POTABLE WELLS, AND IRRIGATION WELLS. THIS EFFORT SHALLALSO INCLUDE THE DISCONNECTION OF EXISTING UTILITIES WHETHER TEMPORARYOR PERMANENT. CONTRACTOR SHALL FURNISH A COPY OF ALL NECESSARY PERMITSAND APPROVALS TO THE OWNER PRIOR TO COMMENCING THE WORK.2. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL CLEARLY DESIGNATE THELIMITS OF CONSTRUCTION ON-SITE. THE CONTRACTOR SHALL NOT PERFORM ANYWORK OUTSIDE THE LIMITS OF CONSTRUCTION.3. PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR SHALL NOTIFYALL UTILITY COMPANIES, OR LOCAL AUTHORITIES, FURNISHING GAS, WATER,ELECTRICAL, TELEPHONE, SEWER SERVICE, ETC. TO ALLOW THEM TO REMOVE,RELOCATE, DISCONNECT, CAP OR PLUG THEIR SERVICES TO FACILITATE DEMOLITION.4. THE CONTRACTOR SHALL PROTECT ALL UTILITIES AND OTHER IMPROVEMENTS,ABOVE OR BELOW GROUND, SHOWN ON THESE PLANS AND ALL OTHER UTILITIES ANDOTHER IMPROVEMENTS NOT SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLEFOR THE PROMPT REPAIR OF ALL UTILITIES AND OTHER IMPROVEMENTS DAMAGEDDURING CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER, AND SHALLMAINTAIN SUFFICIENT PROTECTION TO ALL UTILITIES REQUIRED TO PROTECT THEMFROM DAMAGE AND TO PROTECT THE PUBLIC DURING CONSTRUCTION. CONTRACTORSHALL HOLD AND SAVE THE OWNER HARMLESS AGAINST ALL CLAIMS AND DAMAGES.MEI PARTNERS IS NOT RESPONSIBLE FOR ANY UNFORESEEN CONDITIONS AND / ORUNDERGROUND UTILITIES SHOWN, OR NOT SHOWN, HEREON.5. IN AREAS REQUIRING FILL MATERIAL, THE CONTRACTOR SHALL STRIP OROTHERWISE REMOVE ALL VEGETATION SUCH AS BRUSH, HEAVY SODS, HEAVYGROWTH OF GRASS, DECAYED VEGETATION MATTER, RUBBISH AND ANY OTHERDELETERIOUS MATERIAL BEFORE EMBANKMENT IS PLACED. IMMEDIATELY PRIOR TOTHE PLACING OF FILL MATERIAL, THE ENTIRE AREA UPON WHICH FILL IS TO BEPLACED, SHALL BE SCARIFIED IN A DIRECTION APPROXIMATELY PARALLEL TO THEAXIS OF FILL. THE GEOTECHNICAL ENGINEER SHALL APPROVE THE AREA PRIOR TOTHE PLACEMENT OF FILL.6. THE CONTRACTOR SHALL BE EXTREMELY CAUTIOUS WHEN WORKING NEAR TREESTHAT ARE TO BE SAVED, WHETHER SHOWN IN THE PLANS OR DESIGNATED IN THEFIELD.7. ALL PRACTICAL AND NECESSARY EFFORT SHALL BE TAKEN DURINGCONSTRUCTION TO PREVENT UNNECESSARY TREE REMOVAL.8. TREE PROTECTION BARRICADES OR EQUIVALENT PROTECTIVE MEASURES WILL BECONSTRUCTED ACCORDING TO THE LOCAL JURISDICTION'S CRITERIA FOR TREES TOREMAIN WITHIN THE LIMITS OF CONSTRUCTION. NO CONSTRUCTION ACTIVITY,EXCAVATION, OR FILL MAY TAKE PLACE WITHIN STAKED AREAS. ANY ROOT PRUNINGACTIVITIES SHALL BE SUPERVISED BY A LANDSCAPE ARCHITECT.9. ANY PROPOSED CUT OR FILL MATERIAL TO BE REMOVED OR PLACED WITHIN THEDRIP LINE OF SPECIMEN TREES TO REMAIN, INCLUDING TRENCHING FOR PROPOSEDIMPROVEMENTS SUCH AS UTILITIES, WILL REQUIRE THE ADVANCED PRE-TREATMENTOF EACH IMPACTED TREE BY A QUALIFIED ARBORIST OR AT THE DIRECTION OF THELANDSCAPE ARCHITECT TO MINIMIZE THE POTENTIALLY ADVERSE IMPACTS OFCONSTRUCTION.10. THE CONTRACTOR SHALL BE SUBJECT TO ANY FINES IMPOSED BY THE OWNERSAND / OR THE GOVERNING AGENCIES FOR THE REMOVAL OF ANY TREE THAT ISSHOWN WITHIN THESE CONSTRUCTION DOCUMENTS TO BE SAVED.EROSION AND SEDIMENT CONTROL NOTES1. THE CONTRACTOR SHALL COMPLY WITH ALL FEDERAL, STATE, AND LOCAL LAWSIN ADDITION TO ALL REGULATIONS CONTROLLING POLLUTION OF THEENVIRONMENT.2. THE CONTRACTOR SHALL TAKE FULL RESPONSIBILITY FOR MAINTAINING THEEROSION AND SEDIMENTATION CONTROL MEASURES NECESSARY TO PREVENTSEDIMENTATION FROM DISCHARGING TO ADJACENT PROPERTIES, WETLANDS, ETC..ANY STOP WORK ORDERS, FINES, ETC. THAT ARE IMPOSED ON THE PROJECT DUE TOTHE DISCHARGING OF SILT AND/OR SEDIMENTATION TO ADJACENT PROPERTIES,WETLANDS, ETC. SHALL BE FULLY BORNE BY THE CONTRACTOR. EROSION ANDSILTATION CONTROL MEASURES ARE TO BE PROVIDED AND INSTALLED PRIOR TOCOMMENCEMENT OF CONSTRUCTION. THE MEASURES SHOWN HEREON ARE THEMINIMUM REQUIRED AND ADDITIONAL MEASURES MAY BE REQUIRED. AT NO TIMESHALL THE MEASURES BE IN SUCH DISREPAIR THAT THEY ALLOW THE DISCHARGEOF SEDIMENTATION OR SILT FROM THE PROJECT ONTO ADJACENT PROPERTIES,WETLANDS, ETC.. THESE MEASURES ARE TO BE INSPECTED BY THE CONTRACTORON A DAILY BASIS. THE MEASURES ARE TO BE MAINTAINED AND/OR REPAIRED ONAN IMMEDIATE BASIS AS REQUIRED.3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROJECT COMPLYING WITHAPPLICABLE STATE WATER QUALITY STANDARDS DURING CONSTRUCTION ASSPECIFIED IN THE PERMITS. ALL WATER AND WIND EROSION SHALL BE MINIMIZEDAS DEFINED IN THE SPECIFICATIONS AND PERMITS. THE SPECIFICATIONS PROVIDEONLY A MINIMUM REQUIREMENT FOR EROSION AND SEDIMENTATION CONTROL. IT ISTHE CONTRACTOR'S RESPONSIBILITY TO IMPLEMENT CONTROL MEASURES NOTSHOWN IN SPECIFICATIONS. ALL COSTS ASSOCIATED WITH TURBIDITY CONTROLAND SEDIMENT STABILIZATION SHALL BE BORNE BY THE CONTRACTOR.4. THE LIMITS OF CONSTRUCTION HAVE BEEN PROVIDED TO THE CONTRACTOR ONTHE CONSTRUCTION PLANS. UNLESS OTHERWISE DIRECTED BY THE OWNER, THECONTRACTOR IS EXPECTED TO CONTAIN ALL CONSTRUCTION ACTIVITIES TO BEWITHIN THESE LIMITS. AT NO TIME SHALL THE CONTRACTOR DISTURB OR TRAVELON SURROUNDING PROPERTIES WITHOUT WRITTEN CONSENT FROM THE PROPERTYOWNER(S). ANY REPAIR OR RECONSTRUCTION OF DAMAGED AREAS ONSURROUNDING PROPERTIES SHALL BE REPAIRED BY THE CONTRACTOR ON ANIMMEDIATE BASIS. ALL COSTS FOR REPAIRS SHALL BE BORNE BY THECONTRACTOR AND NO EXTRA COMPENSATION SHALL BE PROVIDED.5. THE OWNER AND/OR CONTRACTOR SHALL PROVIDE A NOTICE-OF-INTENT INACCORDANCE WITH CRITERIA SET FORTH IN THE NPDES PERMIT REQUIREMENTS48-HOURS PRIOR TO BEGINNING CONSTRUCTION, CLEARING, OR DEMOLITION.6. CONTRACTOR SHALL PROVIDE EFFECTIVE TEMPORARY AND PERMANENTEROSION CONTROL FOLLOWING THE REQUIREMENTS IN SECTION-104 OF THE STATEDEPT. OF TRANSPORTATION STANDARDS SPECIFICATIONS FOR ROAD AND BRIDGECONSTRUCTION, LATEST EDITION.7. AT THE END OF EACH DAY, THE CONTRACTOR SHALL HAVE THE SITE GRADED INSUCH A WAY AS TO NOT CAUSE ANY ADVERSE IMPACT FROM RUNOFF OR SILTATIONTO ANY ADJACENT PROPERTIES. SILTATION BARRIERS SHALL BE MAINTAINED ANDREPAIRED, IF REQUIRED, AT THE END OF THE WORKING DAY.8. INLETS AND CATCH BASINS SHALL BE PROTECTED FROM SEDIMENTATIONRESULTING FROM SURFACE RUNOFF UNTIL COMPLETION OF ALL CONSTRUCTIONOPERATIONS THAT MAY CAUSE SEDIMENT RUNOFF. FILTER FABRIC SHALL BEPLACED AND MAINTAINED UNDER THE GRATE, AND FILTER SOCKS PLACED IN FRONTOF THE THROAT OF CURB INLETS DURING CONSTRUCTION.9. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO CONTROLTURBIDITY INCLUDING, BUT NOT LIMITED TO, THE INSTALLATION OF TURBIDITYBARRIERS AT ALL LOCATIONS WHERE THE POSSIBILITY OF TRANSFERRINGSUSPENDED SOLIDS INTO THE RECEIVING WATER BODY EXISTS DUE TO THEPROPOSED WORK. TURBIDITY BARRIERS MUST BE MAINTAINED AT ALL LOCATIONSUNTIL CONSTRUCTION IS COMPLETED AND DISTURBED SOIL AREAS ARE STABILIZED.THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REMOVING THE BARRIERSUPON COMPLETION OF CONSTRUCTION. AT NO TIME SHALL THERE BE ANY OFF-SITEDISCHARGE WHICH VIOLATES THE WATER QUALITY STANDARDS IN CHAPTERS 62 -302 AND 62 - 4, FLORIDA ADMINISTRATIVE CODE.10. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING SILT FROM SITE IF NOTREUSABLE ON-SITE AND ASSURING PLAN ALIGNMENT AND GRADE IN ALL DITCHESAND SWALES AT COMPLETION OF CONSTRUCTION.11. CONTRACTOR SHALL INSURE THAT ALL DRAINAGE STRUCTURES, PIPES, ETC.ARE CLEANED OUT AND WORKING PROPERLY AT THE TIME OF ACCEPTANCE.12. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER EROSION AND SEDIMENTCONTROL DEVICE IS REMOVED AND NO LONGER REQUIRED, SHALL BE DRESSED TOCONFORM TO THE EXIST. GRADE, PREPARED, AND SEEDED.13. THE CONTRACTOR MUST INSTALL AND MAINTAIN GRASS, SEED AND MULCH, ORSOD ON EXPOSED SLOPES WITHIN 48 HOURS OF COMPLETED FINAL GRADES, AND ATANY OTHER TIME AS NECESSARY TO PREVENT EROSION, SEDIMENTATION ORTURBID DISCHARGES TO ANY DOWNSTREAM WATER BODY, WETLAND, OR OFF-SITEPROPERTY. SODDING ON SLOPES 3:1 AND STEEPER SHALL BE STAKED.14. THE CONTRACTOR SHALL SEED AND MULCH ALL AREAS DISTURBED BYCONSTRUCTION UNLESS SODDING, OR OTHER MORE READILY EFFECTIVESTABILIZATION PRACTICES ARE SPECIFIED ON THE PLANS.15. IF WIND EROSION BECOMES SIGNIFICANT DURING CONSTRUCTION THECONTRACTOR SHALL STABILIZE THE AFFECTED AREA USING SPRINKLING,IRRIGATION, OR OTHER ACCEPTABLE METHODS.16. AFTER PERMANENT STABILIZATION OF ALL AREAS (BY SOD, PLANTING,PAVEMENT OR RIP-RAP) AND WITH APPROVAL BY OWNERS REPRESENTATIVE,CONTRACTOR WILL REMOVE ALL EROSION CONTROL MEASURES.17. CONTRACTOR SHALL DIRECT ALL STORMWATER RUNOFF FROM WITHIN THELIMITS OF CONSTRUCTION TOWARDS THE STORMWATER MANAGEMENT AREA.18. FOR ADDITIONAL INFORMATION ON EROSION AND SEDIMENT CONTROL, REFERTO "THE FLORIDA DEVELOPMENT MANUAL - A GUIDE TO SOUND LAND AND WATERMANAGEMENT" FROM THE STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTALREGULATION (FDER), CHAPTER 6.19. SOD SHALL BE PLACED IN AREAS WHICH MAY REQUIRE IMMEDIATE EROSIONPROTECTION TO ENSURE WATER QUALITY STANDARDS ARE MAINTAINED.20. THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ALL DAMAGE AND ALLCOSTS WHICH MAY RESULT FROM A WATER QUALITY VIOLATION INCLUDING BUTNOT LIMITED TO LEGAL FEES, CONSULTANT FEES, CONSTRUCTION COSTS, ANDFINES.21. ALL DISTURBED AREAS SHALL BE STABILIZED IN AN EFFORT TO MINIMIZEEROSION.22. THE CONTRACTOR SHALL DEVELOP AND IMPLEMENT A STORMWATER POLLUTIONPREVENTION PLAN (SWPPP) ACCORDING TO EPA/FDEP NPDES CRITERIA TO MINIMIZEEROSION AND INSURE PROPER FUNCTIONING OF STORMWATER MANAGEMENTSYSTEM UPON COMPLETION OF CONSTRUCTION. IN ADDITION TO MEETING EPA/FDEPNPDES CRITERIA, THE SWPPP SHALL BE SUBMITTED TO AND COMPLY WITH THELOCAL AGENCY HAVING JURISDICTION'S MINIMUM EROSION CONTROL CRITERIA.23. THE CONTRACTOR SHALL PERFORM INSPECTIONS ON THE EFFECTIVENESS OFTHE EROSION/SEDIMENT CONTROL EFFORTS DAILY AND WITHIN 24 HOURS AFTEREACH 0.50-IN OR GREATER RAINFALL EVENT AND IMPLEMENT/PERFORM NECESSARYREMEDIES IMMEDIATELY.24. SEDIMENTATION CONTROLS/BMPs SHALL PREVENT STORMWATER RUNOFF WITHTURBIDITY GREATER THAN 29-NTUs FROM LEAVING THE CONSTRUCTION SITE.25. CONTRACTOR SHALL CONTROL DUST RESULTING FROM CLEARING ANDGRUBBING OPERATIONS TO PREVENT NUISANCE TO ADJACENT PROPERTY OWNERSAND THE GENERAL PUBLIC. CONTRACTOR SHALL USE DUST CONTROL METHODSAND MATERIALS APPROVED BY THE CITY OF WINTER SPRINGS.26.IN THE EVENT OF EXCESSIVE OFF-SITE TRACKING, THE CONTRACTOR WILL BEOBLIGATED TO INSTALL ADDITIONAL MEASURES.UTILITY COORDINATION NOTE1. EXIST. UTILITY INFORMATION SHOWN ACCORDING TOBOUNDARY AND TOPOGRAPHIC SURVEY BY ELLISSURVEYS, LLC (24-1407, DATED 3/26/2024).2. CONTRACTOR SHALL VERIFY EXIST. UTILITY SIZES ANDLOCATIONS PRIOR TO BIDDING AND CONSTRUCTION.3. CONTRACTOR SHALL USE EXTREME CAUTION WHILEPERFORMING CONSTRUCTION AROUND OVERHEAD POWERLINES AND EXIST. UNDERGROUND UTILITIES.CONTRACTOR SHALL MAINTAIN MIN. COVERREQUIREMENTS OVER EXIST. UNDERGROUND UTILITIES.BENCHMARK VERIFICATION1.CONTRACTOR SHALL CHECK DESIGN SURVEYFOR BENCHMARK ELEVATION ACCURACY ANDELEVATIONS OF THOSE EXIST. IMPROVEMENTS TOREMAIN AND/OR TO MATCH GRADE WITH PRIOR TOCONSTRUCTION.2.CONTRACTOR SHALL ACKNOWLEDGEAGREEMENT WITH THESE ELEMENTS OF THEDESIGN SURVEY IN WRITING TO THE OWNER ANDENGINEER OF RECORD PRIOR TO COMMENCINGSITEWORK.GENERAL DEMOLITION NOTEGENERAL LIMITS OF DEMOLITION SHALL INC. ALL PAVEMENT, TREES,AND OTHER EXIST. IMPROVEMENTS UNLESS SHOWN OR NOTED TO BESAVED. DEMOLISHED MATERIAL SHALL BE REMOVED OFF-SITE ANDDISPOSED OF PROPERLY ACCORDING TO GOVERNING CRITERIA.SHOULD A CONFLICT OR QUESTIONS ARISE, CONTRACTOR SHALLCONTACT PROJECT ENGINEER PRIOR TO COMMENCEMENT OF WORK.PROPERTY BOUNDARYGENERAL LIMITSOF DEMOLITIONSILT-FENCESEDIMENT FILTER AROUNDEACH INLET STRUCTUREDEMOLITION LEGENDTHE HUMAN BEAN SITE REDEVELOPEMNT 260 E. SR-434 WINTER SPRINGS, FLORIDA 32708 DESCRIPTION OF REVISIONNO REV BYDATE 1 APPROVED:KSHCHECKED:DJDRAWN:DJDESIGN:6/20/2024START:AS NOTEDSCALE:JOB NO. 1600032 3 4 5 6 FLORIDAWINTER SPRINGS © MEI PARTNERS - 2024 160003 - THE HUMAN BEAN SITE REDEVELOPMENTSHEETKEVIN S. HEBERT, PE 60108www.mei-partners.com M E I PARTNERS KSHWinter Park, FL 32792 CA 33154 P: 321.203.2852 | F: 321.203.2948 1035 S. Semoran Blvd., Suite 1029THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY -KEVIN S. HEBERT, PE ON THE DATE ADJACENT TO THE SEAL.PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED ANDSEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONICCOPIES.27 60.17'N 06°26'44" WL = 19.08'R = 16.00'Δ = 68°20'07"CH = 17.97'CB = N 62°16'40" WL = 14.75'R = 39.00'Δ = 21°39'53"CH = 14.66'CB = N 17°16'40" W11.08'N 28°06'36" W50.03'S 83°33'16" WEXIST. 6-IN WMEXIST. 6-IN WM7' S/W324'8'12'16'44.30'10'18'12'TYPE "D"CURB (TYP)4" SOLIDWHITE (TYP)TYPE "D"CURB (TYP)24" STOP BAR W/STOP SIGN (R-1)SAWCUT & MATCH EXIST. SIDEWALK.REPAIR AND REPLACE TO EXIST.CONDITIONS AS NECESSARYDUMPSTER PAD ANDENCLOSURE (DESIGNAND PERMIT BY OTHERS)ADA DETECTABLEWARNING STRIP(2-FT WIDE, 3 TYP)SAWCUT &MATCH EXIST.PAVT. (TYP)SAWCUT &MATCH EXIST.CURB (2 TYP)7' S/W7' S/WR3'R1 0 'R10'R 8 'R15'R45'R1.5'R12'5' S/WR 1 0 'R5'R2 0 '5' S/WR12'R3 'SAWCUT & MATCHEXIST. PAVT. (TYP)TYPE "D"CURB (TYP)R10'R3 'R8 ' R3 4 '5' S/W24" STOP BAR W/STOP SIGN (R-1)R3 '4" SOLIDWHITE (TYP)WHITEDIRECTIONALARROW (TYP)24" STOP BAR W/STOP SIGN (R-1)5' S/WR2'R1.5'15'12'3-FT TRANS. FROMEXIST. CURB TOFLUSH (2 TYP)SAWCUT & MATCH EXIST. SIDEWALK.REPAIR AND REPLACE TO EXIST.CONDITIONS AS NECESSARY5' S/WR1'6R3'R1 5 '18'10'HANDICAP SIGN W/ 4-INCONC. FILLED STEEL PIPE,PAINTED YELLOW FINISHADA DETECTABLEWARNING STRIP(2-FT WIDE, TYP)SAWCUT & MATCHEXIST. CURBSAWCUT & MATCHEXIST. CURBSAWCUT & MATCHEXIST. PAVT. (TYP)TYPE "D"CURB (TYP)R10'12'6'10'12'12'6-FT WIDE CROSSWALKW/ 6-IN SOLID WHITEADVANCEAUTO PARTSVENETIAN SQUARELONGWOOD - OVIEDO ROAD(SR-434)BLDG. (692±SF)SITE BENCHMARK #1EL = 42.70' (NAVD 88)N 1000.00E 1000.00N 1036.60E 1279.55N 1058.41E 1196.16N 1144.71E 1114.21N 1100.22E 1117.34N 1101.97E 1132.87N 1057.95E 1137.85N 1133.54E 1073.06N 1171.36E 1124.95N 1063.84E 1220.36N 1040.11E 1085.69N 1135.73E 1094.46N 1117.18E 1123.11N 1128.92E 1136.37C200SITE GEOMETRY PLAN SITE LEGENDPROPERTY BOUNDARYLIMITS OF CONC. PAVT.LIMITS OF NEW ASPHALTPAVEMENT20'GENERAL NOTES1. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT UNLESSOTHERWISE SHOWN ON PLANS.2. CONTRACTOR SHALL NOT SCALE PLAN, BUT SHALL REFER TOBOUNDARY AND TOPOGRAPHIC SURVEY FOR ALL HORIZONTAL LINEDIMENSIONS.3. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ANDAPPROPRIATE AGENCIES AT LEAST 3 WORKING DAYS PRIOR TOCONSTRUCTION AND SUPPLY THEM WITH THE CONTRACTOR'SNAME, STARTING DATE, PROJECTED CONSTRUCTION SCHEDULE,ALL REQUIRED SHOP DRAWINGS AND OTHER INFORMATION ASREQUIRED. ANY WORK PERFORMED PRIOR TO NOTIFYING THEENGINEER MAY BE SUBJECT TO REMOVAL AND REPLACEMENT ATTHE CONTRACTOR'S EXPENSE4. THE CONTRACTOR SHALL COORDINATE AND SCHEDULE HISACTIVITIES, AS NECESSARY, TO INTERFACE SMOOTHLY WITHWORK BEING PERFORMED ON SITE BY OTHER CONTRACTORS ANDUTILITY COMPANIES.5. THE CONTRACTOR SHALL CHECK PLANS FOR CONFLICTS ANDDISCREPANCIES PRIOR TO CONSTRUCTION AND SHALL NOTIFY THEENGINEER OF ANY CONFLICT BEFORE PERFORMING ANY WORK INTHE AFFECTED AREA.6. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANYDAMAGE TO EXISTING FACILITIES, ABOVE OR BELOW GROUNDTHAT MAY OCCUR AS A RESULT OF THE WORK PERFORMED BY THECONTRACTOR CALLED FOR IN THIS CONTRACT.7. ALL SPECIFICATIONS AND DOCUMENTS REFERRED TO SHALL BEOF LATEST REVISION.8. ALL WORK PERFORMED SHALL COMPLY WITH THE REGULATIONSAND ORDINANCES OF THE VARIOUS GOVERNMENTAL AGENCIESHAVING JURISDICTION OVER THE WORK.9. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TOENSURE THAT ALL REQUIRED PERMITS ARE OBTAINED AND IN HANDBEFORE BEGINNING ANY CONSTRUCTION. NO CONSTRUCTION ORFABRICATION OF ANY ITEM SHALL BEGIN UNTIL THE CONTRACTORHAS RECEIVED ALL APPROVED PLANS AND ANY OTHERDOCUMENTATION FROM ALL OF THE PERMITTING ANDREGULATORY AUTHORITIES. ANY PENALTIES, STOP WORK ORDERSOR ADDITIONAL WORK RESULTING FROM THE CONTRACTOR BEINGIN VIOLATION OF THE REQUIREMENTS ABOVE SHALL BE FULLYBORNE BY THE CONTRACTOR.10. THE CONTRACTOR SHALL NOTIFY SUNSHINE LOCATORSFORTY-EIGHT (48) HOURS PRIOR TO BEGINNING CONSTRUCTION AT1-800-432-4770, MONDAY THROUGH FRIDAY 7:00 AM TO 4:30 PM.CHAPTER 553 - 851 OF THE FLORIDA STATUTES REQUIRES THAT ANEXCAVATOR NOTIFY ALL GAS UTILITIES A MINIMUM OF TWO (2)WORKING DAYS PRIOR TO EXCAVATING. THE DRAWINGS SHOWONLY THE APPROXIMATE LOCATION OF GAS MAINS (IF ANY) AND DONOT SHOW SERVICE LINES.11. PRIOR TO BID PREPARATION, THE CONTRACTOR MUST BECOMEFAMILIAR WITH THE OVERALL SITE CONDITIONS AND PERFORMADDITIONAL INVESTIGATIONS AS DETERMINED NECESSARY TOUNDERSTAND THE LIMIT AND DEPTH OF EXPECTED ORGANIC SILTPEAT AREAS, ADEQUACY OF EXISTING MATERIALS AS FILL,DEWATERING REQUIREMENTS, CLEAN FILL REQUIRED FROMOFF-SITE AND MATERIALS TO BE DISPOSED OF OFF-SITE, ALL OFWHICH WILL AFFECT HIS PRICING. ANY DELAY, INCONVENIENCE, OREXPENSE CAUSED TO THE CONTRACTOR DUE TO INADEQUATEINVESTIGATION OF EXISTING CONDITIONS SHALL BE INCIDENTAL TOTHE CONTRACT, AND NO EXTRA COMPENSATION WILL BEALLOWED. THE MATERIALS ANTICIPATED TO BE ENCOUNTEREDDURING CONSTRUCTION MAY REQUIRE DRYING PRIOR TO USE ASBACKFILL, AND THE CONTRACTOR MAY HAVE TO IMPORTMATERIALS, AT NO EXTRA COST, FROM OFF-SITE TO MEET THEREQUIREMENTS FOR COMPACTION AND PROPER FILL.12. THE CONTRACTOR SHALL NOTIFY THE OWNER WHEN ALL WORKIS LAID OUT (SURVEY STAKED), SO THAT A DETERMINATION MAY BEMADE OF SPECIFIC TREES TO BE REMOVED.13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTINGANY CONSTRUCTION ACTIVITIES FROM TAKING PLACE OUTSIDE OFTHE LIMITS OF CONSTRUCTION SHOWN ON THE PLANS. ANYON-SITE OR OFF-SITE AREAS DISTURBED SHALL BE RESTORED TOORIGINAL CONDITION OR BETTER. ALL ON-SITE AREAS DISTURBEDBY THE CONSTRUCTION SHALL BE STABILIZED WITH SOD (BAHIA),UNLESS OTHERWISE NOTED. ALL OFF-SITE AREAS DISTURBED BYCONSTRUCTION SHALL BE REPLACED IN KIND. AT A MINIMUM, ALLPERVIOUS OFF-SITE AREAS DISTURBED BY CONSTRUCTION SHALLBE SODDED WITH BAHIA.14. THE CONTRACTOR SHALL MAINTAIN A CURRENT SET OFAPPROVED CONSTRUCTION PLANS AND ALL PERMITS ON THE JOBSITE DURING ALL PHASES OF CONSTRUCTION. THE CONTRACTORSHALL PROVIDE ONE SET OF AS-BUILT DRAWINGS TO THEENGINEER OF RECORD AND ONE SET TO THE OWNER ONE WEEKAFTER COMPLETING CONSTRUCTION .15. ALL CONTRACTORS, MUNICIPALITY REPRESENTATIVES, ANDUTILITY COMPANIES ARE RESPONSIBLE FOR THEIR RESPECTIVESURVEYING AND LAYOUT FROM BENCHMARK PROVIDED ONCONSTRUCTION PLANS. ANY SURVEY MONUMENTATIONDISTURBED DURING CONSTRUCTION SHALL BE REPLACED UPONCOMPLETION OF THE WORK BY A REGISTERED LAND SURVEYOR.THE COST FOR REPLACEMENT OF THE MONUMENTATION SHALL BEBORNE BY THE COMPANY RESPONSIBLE FOR DISTURBING SAIDMONUMENTATION.16. ALL LABOR, MATERIALS, AND METHODS OF CONSTRUCTIONSHALL BE PERFORMED IN A WORKMAN LIKE MANNER AND INSTRICT ACCORDANCE WITH THE MINIMUM ENGINEERING ANDCONSTRUCTION STANDARDS ADOPTED BY THE MUNICIPALITY, THEPLANS, AND CONSTRUCTION SPECIFICATIONS. WHERE CONFLICTSOR OMISSIONS EXIST, THE MUNICIPALITY'S STANDARDS SHALLDICTATE. SUBSTITUTIONS AND DEVIATION FROM PLANS ANDSPECIFICATIONS SHALL BE PERMITTED ONLY WHEN WRITTENAPPROVAL HAS BEEN ISSUED BY THE OWNER AND/OR ENGINEER.17. SHOP DRAWINGS OF ALL MATERIALS BEING USED SHALL BESUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO ORDERINGMATERIALS. ANY MATERIAL, STRUCTURES, ETC. ORDERED PRIORTO RECEIVING APPROVAL BY THE ENGINEER OF RECORD ISSUBJECT TO BE REJECTED AND REPLACED AT THE CONTRACTOR'SEXPENSE. CONTRACTOR SHALL CONTACT THE ENGINEER FOR ALIST OF MINIMUM SHOP DRAWING MATERIALS TO BE SUBMITTEDFOR REVIEW.18. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANYDEWATERING PERMIT NECESSARY TO COMPLETE THE WORKSHOWN WITHIN THESE PLANS. ALL DEWATERING COSTSASSOCIATED WITH THE INSTALLATION AND CONSTRUCTION OF THEUNDERGROUND UTILITIES; STORMWATER PIPES AND MANHOLES;SANITARY SEWER MAINS, FORCE MAINS, MANHOLES, LIFTSTATIONS AND STORMWATER MANAGEMENT SYSTEMS SHALL BEINCLUDED AS PART OF THE CONSTRUCTION BID COSTS.19. PLANS AND SPECIFICATIONS REQUIRE THAT FILL REQUIRED FORTHE COMPLETION OF THE PROJECT SHALL BE COMPACTED. THEBACKFILL PLACED ALONG SIDE OF AND OVER ALL UTILITIES SHALLALSO BE COMPACTED TO 98% OF MAXIMUM OBTAINABLE DRYDENSITY PER AASHTO T-180 UNLESS OTHERWISE SPECIFIEDHEREIN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALLREQUIRED TESTS PERFORMED BY AN INDEPENDENT TESTINGLABORATORY. THE CONTRACTOR SHALL PAY FOR ALLCOMPACTION TESTS AND RE-TESTS. THE ENGINEER AND OWNERSHALL BE COPIED ON ALL COMPACTION TESTS TO VERIFYBACKFILL COMPACTION.SITE DATANAME OF DEVELOPMENT-THE HUMAN BEANPARCEL ID. NO.-26-20-30-5AR-0D00-0120CURRENT ZONING-C-1 NEIGHBORHOOD COMMERCIALSITE DESCRIPTION-·VEGETATION: THE SITE IS CURRENTLY DEVELOPED AS A SHOPPING PLAZA WITHPARKING FIELD.·JURISDICTIONAL LANDS: N/A WITHIN PROJECT AREA.·DRAINAGE: STORMWATER TREATMENT AND ATTENUATION WILL BE PROVIDEDBY EXIST. STORMWATER SYSTEM ON-SITE. THE SITE SAW A NET REDUCTION INIMPERVIOUS AREA. NO ALTERNATION TO EXIST. STORMWATER MANAGEMENTSYSTEM IS REQUIRED.·FEMA FLOOD ZONE(S): THE WHOLE SITE LIES WITHIN ZONE "X" PER THEFEDERAL EMERGENCY MANAGEMENT AGENCY FIRM NO. 12117C0160F DATEDREVISED SEPTEMBER 28, 2007.PROPOSED DEVELOPMENT-·TOTAL PROPERTY AREA = 4.37-AC·TYPE OF CONSTRUCTION - REDEVELOPMENT OF SOME OF THE EXIST. PARKINGFIELD INC. DEMOLITION, DRIVE AISLES, PARKING SPACES, LANDSCAPE ISLANDS,DRIVEWAY CONNECTION AND CONSTRUCTION OF A NEW PARKING AREA ANDCOFFEE SHOP WITH DRIVE-THRU.·EXIST. PARKING SPACES PROVIDED = 298 SPACES (INC. 5 HC)·NUMBER OF PARKING SPACES REMOVED = 23 SPACES·NUMBER OF PARKING SPACES ADDED = 4 SPACES (INC. 1 HC)·TOTAL NET PARKING SPACES REMOVED = 19 SPACES·NUMBER OF REMAINING PARKING SPACES = 279 SPACES (INC. 6 HC)DATA SUMMARY-·NUMBER OF ANTICIPATED PHASES = 1·NUMBER OF BUILDINGS = 2 (1 EXIST. AND 1 NEW)·TOTAL SITE AREA = 0.39±AC·TOTAL IMPERVIOUS AREA = 64.3% (0.25-AC)BLDG. COVERAGE = 4.1% (692-SF)VEHICLE USE AREA = 47.2% (0.18-AC)SIDEWALKS = 13.0% (0.05-AC)·OPEN SPACE (LANDSCAPE AREA) = 35.7% (0.14-AC)UTILITY COORDINATION NOTE1. EXIST. UTILITY INFORMATION SHOWN ACCORDING TOBOUNDARY AND TOPOGRAPHIC SURVEY BY ELLISSURVEYS, LLC (24-1407, DATED 3/26/2024).2. CONTRACTOR SHALL VERIFY EXIST. UTILITY SIZES ANDLOCATIONS PRIOR TO BIDDING AND CONSTRUCTION.3. CONTRACTOR SHALL USE EXTREME CAUTION WHILEPERFORMING CONSTRUCTION AROUND OVERHEAD POWERLINES AND EXIST. UNDERGROUND UTILITIES.CONTRACTOR SHALL MAINTAIN MIN. COVERREQUIREMENTS OVER EXIST. UNDERGROUND UTILITIES.BENCHMARK VERIFICATION1.CONTRACTOR SHALL CHECK DESIGN SURVEYFOR BENCHMARK ELEVATION ACCURACY ANDELEVATIONS OF THOSE EXIST. IMPROVEMENTS TOREMAIN AND/OR TO MATCH GRADE WITH PRIOR TOCONSTRUCTION.2.CONTRACTOR SHALL ACKNOWLEDGEAGREEMENT WITH THESE ELEMENTS OF THEDESIGN SURVEY IN WRITING TO THE OWNER ANDENGINEER OF RECORD PRIOR TO COMMENCINGSITEWORK.THE HUMAN BEAN SITE REDEVELOPEMNT 260 E. SR-434 WINTER SPRINGS, FLORIDA 32708 DESCRIPTION OF REVISIONNO REV BYDATE 1 APPROVED:KSHCHECKED:DJDRAWN:DJDESIGN:6/20/2024START:AS NOTEDSCALE:JOB NO. 1600032 3 4 5 6 FLORIDAWINTER SPRINGS © MEI PARTNERS - 2024 160003 - THE HUMAN BEAN SITE REDEVELOPMENTSHEETKEVIN S. HEBERT, PE 60108www.mei-partners.com M E I PARTNERS KSHWinter Park, FL 32792 CA 33154 P: 321.203.2852 | F: 321.203.2948 1035 S. Semoran Blvd., Suite 1029 20. HANDICAP RAMPS SHALL BE PROVIDED AT ALL INTERSECTIONSAND BE IN ACCORDANCE WITH STATE REGULATIONS FORHANDICAP ACCESSIBILITY.21. ALL PROPOSED IMPROVEMENTS WITHIN THE ROADRIGHT-OF-WAY WILL BE DEDICATED TO THE AGENCY HAVINGJURISDICTION FOR PUBLIC USE.22. CONSTRUCTION OBSERVATION WILL BE PROVIDED BY THEENGINEER OF RECORD. THE CONTRACTOR SHALL NOTIFY THEENGINEER AT LEAST 48 HOURS PRIOR TO BEGINNINGCONSTRUCTION.23 ALL SIDEWALKS SHALL BE HANDICAPPED ACCESSIBLE UNLESSOTHERWISE SHOWN.SIDEWALK REQUIREMENTS-·THE SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2%.·IF THE LONGITUDINAL SLOPE OF THE SIDEWALK EXCEEDS1:20 (5%), IT IS CONSIDERED A RAMP AND A LEVEL LANDINGMUST BE PROVIDED FOR EVERY 30-IN CHANGE IN ELEVATIONAND IN SUCH CASES HANDRAILS MAY BE REQUIRED.SIDEWALK CURB RAMP REQUIREMENTS-·A LANDING MUST BE PROVIDED AT THE TOP OF RAMP WITHSLOPE THAT DOES NOT EXCEED 2% IN ANY DIRECTION.·THE CROSS SLOPE MUST NOT EXCEED 2%.·THE LONGITUDINAL SLOPE MUST NOT EXCEED 1:12.·THE RAMP SHALL HAVE A DETECTABLE WARNING SURFACETHAT SPANS THE FULL WIDTH OF THE DROP/FLUSH CURB.24. PARKING BAYS MEASUREMENT (I.E. "10 SPACES @ 9'=90-FT) ISFROM FACE-OF-CURB TO FACE-OF-CURB.THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY -KEVIN S. HEBERT, PE ON THE DATE ADJACENT TO THE SEAL.PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED ANDSEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONICCOPIES.28 42.7±EXIST.42.6±EXIST.42.7±EXIST.42.8±EXIST.42.9±EXIST.43.1±EXIST.43.2±EXIST.4 4 . 1 5 43.5±EXIST.4 3 . 6 5 43.9043.4043.0±EXIST.43.3±EXIST.43.4±EXIST.43.0±EXIST.43.0±EXIST.43.5343.5043.6043.4±EXIST.43.2±EXIST.43.2±EXIST.44.2543.954 3 . 6 0 4 3 . 1 0 44.1543.65 HP43.9843.4843.8343.3344.0543.55 HP44.0043.5043.9043.4043.4542.9543.4043.6043.8543.35FF EL = 43.90-FT4 3 . 6 0 4 3 . 1 0 4 4 . 0 5 4 3 . 5 5 H P 43.90 43.6043.6043.6 0 4 3 . 5 0 43.5043.0043.0043.00 4 3 . 5 0 4 3 . 0 0 42.87 4 3 . 5 0 4 3 . 0 5 4 3 . 5 0 4 3 . 0 5 42.87 44.4 0 42.8 9 43.6 5 43.1 5 .43.8043.2042.90 4 4 . 0 3 4 3 . 5 3 4 3 . 7 5 4 3 . 2 5 4 3 . 7 2 4 3 . 2 2 43.7043.2043.6743.174 4 . 1 0 4 3 . 6 0 H P44.0543.7543.8343.3343.3±EXIST.43.3±EXIST.43.3042.9±EXIST.43.4043. 4 3 4 3 . 4 5 4 2 . 9 3 4 3 . 5 0 4 3 . 0 5 43.8543.7044.0043.584 3 . 9 3 4 3 . 4 3 4 3 . 8 0 4 3 . 3 043.6543.1543.2542.7543.343.643.843.843.843.844.1044.044.043.844.044.044.0 44.0 44.043.8 44. 0 0 43. 5 0 43.0±EXIST.43.0±EXIST.43.5043.5343.0343.0±EXIST.43.5043. 9 2 43. 4 2 43.9543.4543.8543.25.43.404 3 . 4 0 42.8±EXIST.41.8±EXIST.0.7%0.7%0.6%0.7%0.7% 0.9%0.6%0.6%0.5%43.6043.60EXIST. 6-IN WMEXIST. 6-IN WMADVANCEAUTO PARTSVENETIAN SQUARELONGWOOD - OVIEDO ROAD(SR-434)SITE BENCHMARK #1EL = 42.70' (NAVD 88)C300PAVING, GRADING, AND DRAINAGE PLAN 20'DRAINAGE LEGENDPROPERTY BOUNDARYEXIST. SPOT ELEVATIONSPROPOSED SPOT ELEVATIONS(EDGE OF PAVEMENT)(TOP OF CURB)(EDGE OF PAVEMENT)75.0075.0074.5097.00XPAVING AND DRAINAGE NOTES1. ALL DIMENSIONS ARE TO THE EDGE OF PAVEMENT UNLESS OTHERWISENOTED ON PLANS.2. CONTRACTOR SHALL NOT SCALE PLAN, BUT SHALL REFER TO SURVEY BYELLIS SURVEYS, LLC. FOR ALL HORIZONTAL LINE DIMENSIONS.3. TOPO INFORMATION SHOWN ON THESE PLANS PROVIDED BY SURVEY BYELLIS SURVEYS, LLC. (NAVD 88).4. ALL DISTURBED AREAS SHALL BE SODDED UNLESS OTHERWISE NOTED ONPLANS. SOD INSTALLED ON SLOPES 3:1 OR GREATER SHALL BE HELD IN PLACEWITH 12-IN STAPLES.5. PROPOSED GRADING OF LANDSCAPED / ENHANCED AREAS DEPICT FINALGRADES UPON NECESSARY FILL AND SODDING / GRASSING.6. THE CONTRACTOR SHALL PERFORM HIS OWN INVESTIGATIONS ANDCALCULATIONS AS NECESSARY TO ASSURE HIMSELF OF EARTHWORKQUANTITIES. THERE IS NO IMPLICATION THAT EARTHWORK BALANCES ANDTHE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY IMPORT FILL NEEDED, ORFOR REMOVAL AND DISPOSAL OF ANY EXCESS MATERIALS.7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THENECESSARY TESTING TO ASSURE THAT THE PROPER COMPACTION HAS BEENACHIEVED ON THE SUBGRADE, BASE, AND ALL OTHER PERTINENT AREAS THATHAVE BEEN COMPLETED. THE CONTRACTOR SHALL BEAR ALL COSTSASSOCIATED WITH TESTING AND SHALL PROVIDE THE OWNER AND THEENGINEER WITH COPIES OF THE CERTIFICATION OF COMPACTION FROM THETESTING COMPANY.8. GRADING SHOWN ON THESE PLANS IS PROVIDED TO THE CONTRACTOR TOEXPRESS THE GENERAL GRADING INTENT OF THE PROJECT. THECONTRACTOR SHALL GRADE THE ENTIRE SITE TO PROVIDE POSITIVEDRAINAGE IN ALL AREAS. SMOOTH TRANSITIONS SHALL BE PROVIDEDBETWEEN CONTOURS OR SPOT ELEVATIONS AS SHOWN ON THE PLANS TOACCOMPLISH THE GRADING INTENT. NO STANDING WATER ("BIRDBATHS")SHALL REMAIN WITHIN THE PARKING AREAS INCLUDING THOSE AREAS NEXTTO THE INLET. ALL SLOPES SHALL PROVIDE POSITIVE DRAINAGE INTO THEINLETS. ALL SLOPES SHALL BE STABILIZED IMMEDIATELY AFTER FINALGRADING HAS BEEN COMPLETED. CONTRACTOR SHALL NOTIFY OWNER ANDENGINEER A MINIMUM OF FORTY-EIGHT(48) HOURS PRIOR TO DEMOBILIZATIONOF GRADING EQUIPMENT TO DETERMINE THAT THE GRADING INTENT HAS BEENACHIEVED.9. ALL MATERIALS AND CONSTRUCTION METHODS ARE TO BE IN ACCORDANCEWITH FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGECONSTRUCTION (LATEST EDITION) SECTION 400 (CONCRETE STRUCTURES) ANDTHE APPLICABLE FDOT INDEX NUMBER DETAIL AS SHOWN IN FDOT ROADWAYAND TRAFFIC DESIGN STANDARDS (LATEST EDITION).10 ALL ORGANIC SOILS BELOW UTILITY TRENCHES SHALL BE REMOVED ANDREPLACED WITH SUITABLE MATERIAL AND COMPACTED TO NO LESS THAN 98%OF THE MODIFIED PROCTOR MAXIMUM DENSITY (AASHTO T - 180).11. STABILIZED SUBGRADE TO BE FDOT TYPE "C".12. ALL CONCRETE FLUMES, WALKS, AND CURBS SHALL BE CONSTRUCTEDWITH 3,000-PSI (AT 28 DAYS) CONCRETE UNLESS OTHERWISE NOTED.13. ALL CURBS SHALL HAVE CONTRACTION JOINTS AT INTERVALS NOT TOEXCEED 10-FT ON CENTER. CONSTRUCTION OF CURBS SHALL BE INCONFORMANCE WITH FDOT STANDARD SPECIFICATIONS FOR ROAD ANDBRIDGE CONSTRUCTION (LATEST EDITION) SECTION 520 AND DETAILSPROVIDED ON THE CONSTRUCTION PLANS.14. ALL AREAS WITHIN THE RIGHT-OF-WAY SHALL BE FINISHED GRADED WITH ASMOOTH TRANSITION INTO EXISTING GROUND. ALL SWALES SHALL BESTABILIZED IMMEDIATELY AFTER FINAL GRADING. ALL DISTURBED AREASSHALL BE SODDED AFTER FINAL GRADING IN ACCORDANCE WITH THECONSTRUCTION PLANS PRIOR TO FINAL INSPECTION. ALL GRASSING (SOD)SHALL BE MAINTAINED BY THE CONTRACTOR UNTIL FINAL ACCEPTANCE BYTHE OWNER/OPERATOR. ANY SOD INSTALLED ADJACENT TO CURBS ANDSIDEWALKS SHALL BE INSTALLED FLUSH WITH THE TOP OF SAIDCURB/SIDEWALK, IN ORDER TO PROVIDE A SMOOTH GRADE TRANSITION ANDALLEVIATE TRIPPING HAZARDS.15. THE SEQUENCE OF CONSTRUCTION SHALL BE SUCH THAT ALLUNDERGROUND INSTALLATIONS OF EVERY KIND, INCLUDING SPRINKLERS,SHALL BE PLACED BENEATH THE PAVEMENT AND ITS EDGES AND TESTED ORINSPECTED PRIOR TO THE CONSTRUCTION OF THE PAVEMENT. THE PAVEMENTSHALL NOT BE CUT WITHOUT PRIOR APPROVAL OF THE OWNER.16. ALL FILL MATERIALS SHALL BE FREE OF MUCK, STUMPS, ROOTS, BRUSH,VEGETATIVE MATTER, RUBBISH, OR OTHER UNSUITABLE MATTER.17. ALL EXCESS USEABLE MATERIALS EXCAVATED SHALL REMAIN THEPROPERTY OF THE OWNER AND SHALL BE STOCKPILED AT ON-SITE LOCATIONSAS SPECIFIED BY THE OWNER. EXCESS MATERIALS SHALL BE STOCKPILEDSEPARATELY AS TO USEABLE (NONORGANIC) FILL STOCKPILES AND ORGANIC(MUCK) STOCKPILES IF MUCK IS ENCOUNTERED. CONTRACTOR SHALL BERESPONSIBLE FOR THE REMOVAL OF ALL UNSUITABLE FILL MATERIALS FROMTHE SITE. THE OWNER MAY, AT HIS SOLE DISCRETION, REQUIRE THECONTRACTOR, AT NO ADDITIONAL EXPENSE TO THE OWNER, TO PROPERLYREMOVE AND DISPOSE OF ANY EXCESS MATERIAL, WHETHER USEABLE ORORGANIC. FILL MATERIALS PLACED UNDER ROADWAYS SHALL BE COMPACTEDTO AT LEAST 98% MAXIMUM DENSITY AS SPECIFIED IN AASHTO T-180. ALLOTHER AREAS ARE TO BE COMPACTED TO AT LEAST 95% MAXIMUM DENSITYAS SPECIFIED IN AASHTO T-180. FILL MATERIALS SHALL BE PLACED ANDCOMPACTED IN A MAXIMUM OF 12" LIFTS. REFER TO SOILS REPORT FORADDITIONAL INFORMATION. THE CONTRACTOR SHALL PROVIDE THE ENGINEERAND THE OWNER WITH ALL (PASSING AND FAILING) TESTING RESULTS.RESULTS SHALL BE PROVIDED ON A TIMELY AND REGULAR BASIS PRIOR TOCONTRACTOR'S PAY REQUEST SUBMITTAL.18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTINGEXCAVATIONS AGAINST COLLAPSE AND WILL PROVIDE BRACING, SHEETING ORSHORING AS NECESSARY. DEWATERING METHODS SHALL BE USED ASREQUIRED TO KEEP TRENCHES DRY WHILE PIPE AND APPURTENANCES AREBEING PLACED.19. ALL NECESSARY FILL AND EMBANKMENT THAT IS PLACED DURINGCONSTRUCTION SHALL CONSIST OF MATERIAL SPECIFIED BY THE OWNER'SSOIL TESTING COMPANY AND BE PLACED COMPACTED ACCORDING TO THESEPLANS OR THE REFERENCED SOILS REPORT.20. CONTRACTOR SHALL TRIM, TACK, AND MATCH EXISTING PAVEMENT ATLOCATIONS WHERE NEW PAVEMENT MEETS EXISTING PAVEMENT.21. CONTRACTOR TO PROVIDE A 1/2-IN TO 1-IN BITUMINOUS EXPANSION JOINTMATERIAL WITH SEALER AT ABUTMENTS OF CONCRETE AND OTHERMATERIALS (BUILDINGS, OTHER POURED CONCRETE, ETC.).22. THE CONTRACTOR SHALL PROVIDE OWNER AND ENGINEER PAVEMENTAS-BUILTS. AS-BUILTS SHALL CONTAIN AT A MINIMUM, BUT NOT LIMITED TO,PAVEMENT WIDTHS, PAVEMENT CROSS SLOPES, AND DRAINAGE DIRECTIONSWITH HIGH POINTS DELINEATED. THE AS-BUILT SHALL BE PREPARED BY AREGISTERED LAND SURVEYOR AND SHALL BE IN ACCORDANCE WITH THEMINIMUM TECHNICAL STANDARDS DEFINED IN CHAPTER 61G-17.006, FAC.23. FOR SPECIFIED REINFORCED CONCRETE PIPE (RCP), THE PIPE SHALL BECLASS III WITH RUBBER GASKET JOINTS. RCP SHALL CONFORM TO FDOTSTANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (LATESTEDITION) SECTION 941. RUBBER GASKETS SHALL CONFORM TO SECTION 942.24. ALL STORM PIPE JOINTS AT STRUCTURE CONNECTIONS SHALL BE FILTERFABRIC WRAPPED PER DETAIL SHOWN IN FDOT INDEX NO. 201. ALL STORMPIPE JOINTS SHALL HAVE A FILTER FABRIC JACKET PER DETAIL SHOWN INFDOT INDEX NO. 280. ALL STORM STRUCTURE BOTTOMS (NOT INCLUDING SUMPSTRUCTURES) SHALL HAVE GROUTED BOTTOMS AS SPECIFIED IN 'ALL PIPETYPES DRAINAGE STRUCTURE INVERT' DETAIL IN FDOT INDEX NO. 201.UTILITY COORDINATION NOTE1. EXIST. UTILITY INFORMATION SHOWN ACCORDING TOBOUNDARY AND TOPOGRAPHIC SURVEY BY ELLISSURVEYS, LLC (24-1407, DATED 3/26/2024).2. CONTRACTOR SHALL VERIFY EXIST. UTILITY SIZES ANDLOCATIONS PRIOR TO BIDDING AND CONSTRUCTION.3. CONTRACTOR SHALL USE EXTREME CAUTION WHILEPERFORMING CONSTRUCTION AROUND OVERHEAD POWERLINES AND EXIST. UNDERGROUND UTILITIES.CONTRACTOR SHALL MAINTAIN MIN. COVERREQUIREMENTS OVER EXIST. UNDERGROUND UTILITIES.AS-BUILT NOTEUPON COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL FURNISHTHE ENGINEER WITH COMPLETE "AS-BUILT" INFORMATION CERTIFIED BY AREGISTERED LAND SURVEYOR. THIS "AS-BUILT" INFORMATION SHALL INCLUDEINVERT ELEVATIONS, LOCATION OF FITTINGS, LOCATION OF STRUCTURES FORALL UTILITIES INSTALLED, CONTROL STRUCTURES, AS WELL AS TOP OF BANK,TOE OF SLOPE, GRADE BREAK LOCATIONS, AND ELEVATIONS FOR POND ANDDITCH CONSTRUCTION. NO ENGINEER'S CERTIFICATION FOR CERTIFICATE OFOCCUPANCY PURPOSES WILL BE MADE UNTIL THIS INFORMATION IS RECEIVEDAND APPROVED BY THE ENGINEER OF RECORD.TESTING AND INSPECTION REQUIREMENTS1. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING APPLICABLETESTING WITH THE GEOTECHNICAL ENGINEER. UPON COMPLETION OF THEWORK, THE GEOTECHNICAL ENGINEER WILL SUBMIT CERTIFICATIONS TO THEOWNER AND ENGINEER STATING THAT ALL REQUIREMENTS HAVE BEEN MET.2. THE OWNER WILL RETAIN THE SERVICES OF A QUALIFIED TESTINGLABORATORY TO PERFORM ALL TESTING NECESSARY AS REQUIRED BY THESEPLANS AND THE VARIOUS AGENCIES. THE OWNER SHALL PAY THE COSTS OFALL INITIAL TESTING. SHOULD ANY RETESTING BE REQUIRED DUE TO THEFAILURE OF ANY TESTS TO MEET THE REQUIREMENTS, THE CONTRACTORSHALL BEAR ALL COSTS OF SAID RETESTING.BENCHMARK VERIFICATION1.CONTRACTOR SHALL CHECK DESIGN SURVEYFOR BENCHMARK ELEVATION ACCURACY ANDELEVATIONS OF THOSE EXIST. IMPROVEMENTS TOREMAIN AND/OR TO MATCH GRADE WITH PRIOR TOCONSTRUCTION.2.CONTRACTOR SHALL ACKNOWLEDGEAGREEMENT WITH THESE ELEMENTS OF THEDESIGN SURVEY IN WRITING TO THE OWNER ANDENGINEER OF RECORD PRIOR TO COMMENCINGSITEWORK.THE HUMAN BEAN SITE REDEVELOPEMNT 260 E. SR-434 WINTER SPRINGS, FLORIDA 32708 DESCRIPTION OF REVISIONNO REV BYDATE 1 APPROVED:KSHCHECKED:DJDRAWN:DJDESIGN:6/20/2024START:AS NOTEDSCALE:JOB NO. 1600032 3 4 5 6 FLORIDAWINTER SPRINGS © MEI PARTNERS - 2024 160003 - THE HUMAN BEAN SITE REDEVELOPMENTSHEETKEVIN S. HEBERT, PE 60108www.mei-partners.com M E I PARTNERS KSHWinter Park, FL 32792 CA 33154 P: 321.203.2852 | F: 321.203.2948 1035 S. Semoran Blvd., Suite 1029 25. ALL OTHER RELATED ITEMS REQUIRED FOR THE CONSTRUCTION OF THESTORM SEWER (OUTFALL PROTECTION, POLLUTION CONTROL, ETC.) ARE TO BEIN ACCORDANCE WITH DETAILS SHOWN ON THE CONSTRUCTION PLANS, FDOTROADWAY AND TRAFFIC DESIGN STANDARDS, AND FDOT STANDARDSPECIFICATIONS FOR ROADWAY AND BRIDGE CONSTRUCTION (LATESTEDITION).26. CONNECT ALL ROOF DRAINS TO DRAINAGE SYSTEM USING 6" HDPE PIPE ATA MIN. SLOPE OF 1% USING APPROPRIATE FITTINGS AS NECESSARY. ALLFITTINGS SHALL BE 30" MIN. BELOW FINISHED GRADE. PROVIDE CLEANOUTSFOR ALL ROOF DRAINS. (REFER TO ARCHITECTURAL PLANS FOR EXACT SIZESAND LOCATIONS.)27. CONTRACTOR SHALL CONNECT HDPE TO RCP WITH INTERNAL COUPLERSPIGOT ADAPTER, WRAPPING THE JOINT WITH A NON-WOVEN GEOTEXTILEMATERIAL, AND POURING A CONCRETE COLLAR AROUND THE CONNECTION.BACKFILL PER ASTM D2321.28. UNDERDRAIN SHOWN HEREON IS BASED ON THE PROJECT GEOTECHNICALREPORT. THE CONTRACTOR SHALL PROVIDE 20' MIN. UNDERDRAIN STUB-OUTSTO EACH SIDE OF EACH STORM INLET. FINAL DETERMINATION OF LIMITS OFUNDERDRAIN WILL BE BASED ON TEST HOLE OBSERVATIONS AT THE TIME OFROADWAY CONSTRUCTION.29. THE ENTIRE BUILDING AREA PLUS 5-FT BEYOND THE EDGE OF EACHFOUNDATION SHOULD BE CLEARED AND GRUBBED. REMOVE AND REPLACEANY UNSUITABLE MATERIAL. BACKFILL WITH STRUCTURAL FILL IN 12-IN LIFTSTO THE PROPOSED GRADE SHOWN ON PLAN. COMPACT TO 98% DENSITYAASHTO T-180, ONE (1) DENSITY TEST PER 5,000-SF PER LIFT (MIN).30. SIDEWALKS ARE TO BE CONSTRUCTED IN THE AREAS AS SHOWN ON THECONSTRUCTION PLANS AND AS SHOWN IN THE DETAIL INCLUDED HEREIN. THESIDEWALK SHALL BE CONSTRUCTED OF 4-IN OF CONCRETE UNLESSOTHERWISE NOTED.31. WHERE SIDEWALK IS PROPOSED TO MEET BUILDING FINISHED FLOOR, SPOTELEVATIONS SHALL NOT TO BE LOWER THAN FINISHED FLOOR ELEVATION BYMORE THAN 0.50-IN (0.04-FT).32. CONSTRUCTION OF THE ROADWAY SHALL BE IN ACCORDANCE WITH THEPAVEMENT SECTION INCLUDED IN THESE PLANS AND THE GEOTECHNICALREPORT. ANY CONFLICTS BETWEEN THE PAVEMENT SECTION SHOWN WITHINTHESE PLANS AND THE GEOTECHNICAL REPORT SHALL BE BROUGHT TO THEATTENTION OF THE ENGINEER PRIOR TO CONTRACT BID. NO ADDITIONALCOMPENSATION WILL BE GIVEN TO THE CONTRACTOR FOR BIDDING THEWRONG PAVEMENT SECTION. SUBGRADE PREPARATION AND PAVEMENTINSTALLATION SHALL CONFORM TO FDOT STANDARDS AND GEOTECHNICALREPORT RECOMMENDATIONS.33. ALL PAVING SURFACES IN INTERSECTIONS AND ADJACENT SECTIONSSHALL BE GRADED TO DRAIN POSITIVELY IN THE DIRECTION SHOWN BY THEFLOW ARROWS ON THE PLANS AND TO PROVIDE A SMOOTHLY TRANSITIONEDDRIVING SURFACE FOR VEHICLES WITH NO SHARP BREAKS IN GRADE, AND NOUNUSUALLY STEEP OR REVERSE CROSS SLOPES. APPROACHES TOINTERSECTIONS AND ENTRANCES AND EXIT GRADES TO INTERSECTIONS WILLHAVE TO BE STAKED IN THE FIELD AT DIFFERENT GRADES THAN THECENTERLINE GRADES SHOWN ON THE PLANS. IN THESE AREAS, IT MAY ALSOBECOME ADVISABLE TO MAKE MINOR LOCAL FIELD ADJUSTMENTS IN THECENTERLINE GRADES TO ACCOMPLISH THE PURPOSES OUTLINED. INADDITION, THE STANDARD CROWN WILL HAVE TO BE CHANGED IN ORDER TODRAIN POSITIVELY IN THE AREA OF INTERSECTIONS. IT IS THE CONTRACTOR'SRESPONSIBILITY TO ACCOMPLISH THE ABOVE AND THE ENGINEER SHALL BECONSULTED SO THAT HE MAY MAKE ANY AND ALL REQUIREDINTERPRETATIONS OF THE PLANS OR GIVE SUPPLEMENTARY INSTRUCTIONS TOACCOMPLISH THE INTENT OF THE PLANS.34. CONTRACTOR SHALL REFER TO PROJECT GEOTECHNICAL REPORT FORSOIL BORINGS AND DESIGN AND CONSTRUCTION RECOMMENDATIONS.35. SEE SHEET No. C300 FOR GENERAL NOTES AND LEGEND.36. REFER TO SHEET No. C500 FOR PAVING AND DRAINAGE DETAILS.THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY -KEVIN S. HEBERT, PE ON THE DATE ADJACENT TO THE SEAL.PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED ANDSEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONICCOPIES.WATER QUALITY TREATMENT VOLUME CALCULATIONSWITHIN 0.39±AC PROJECT AREAPRE-DEVELOPMENT IMPERVIOUS AREA = 13,355-SFPOST-DEVELOPMENT IMPERVIOUS AREA = 10,901-SF* IMPERVIOUS AREA NET REDUCTION = 2,454-SF (18.4%) IN POST CONDITIONS.29 FF EL = 43.90-FTEXIST. 6-IN WMEXIST. 6-IN WMPOTABLE SERVICE1 - 3" X 1" TEE1 - 3" x 1.50" REDUCER1 - 1.50" WATER METER W/ CORP. STOP1 - 1.50" REDUCED PRESSURE BFPIRRIGATION SERVICE1 - 1" GATE VALVE AND BOX1 - 1" 90° BEND1 - 1" IRR. METER W/ CORP. STOP1 - 1" REDUCED PRESSURE BFP1- 1" CAP(CONNECT TO IRRIGATION)CONNECT TO EXIST. 6-IN WM(CONTRACTOR SHALL FIELDVERIFY PRIOR TO CONST.)1 - 6" x 3" SERVICE SADDLEW1.50"W3"1.50" PVC PIPE(C900 DR21)POTABLESERVICE3" PVC PIPE(C900 DR21)LONGWOOD - OVIEDO ROAD(SR-434)SITE BENCHMARK #1EL = 42.70' (NAVD 88)CONTRACTOR SHALL CORE EXIST. SAN. MH(PRIVATE).CONTRACTOR SHALL TAKE CARE INPROTECTING AND STABILIZING EXIST. MH ANDIMPROVEMENTS. CONTRACTOR SHALL REPAIR ANDRESTORE STRUCTURE / IMPROVEMENTS TO EXIST.CONDITIONS AS NECESSARY. CONTRACTOR SHALLRECONSTRUCT THE FLOW CHANNEL OF THE EXIST.PRIVATE SANITARY MH AS NECESSARY.INV. EL = 39.50 (S)INV. EL = 39.2± (E, EXIST.)INV.EL = 38.7± (W, EXIST.)C.O.INV. EL = 39.66**APPROX. 16-LFOF 6" PVC (SDR26)@ 1% MIN.C400WATER AND SEWER PLAN WATER AND SEWER NOTES1. THE LOCATION OF ALL EXISTING UTILITIES AND STORM DRAINAGE SHOWN ONTHE PLANS HAVE BEEN DETERMINED FROM THE BEST AVAILABLE INFORMATIONAT THE TIME OF PREPARATION OF THESE PLANS AND ARE GIVEN FOR THECONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NORESPONSIBILITY FOR INACCURACY. PRIOR TO THE START OF ANYCONSTRUCTION ACTIVITY, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TONOTIFY THE VARIOUS UTILITIES AND TO MAKE THE NECESSARY ARRANGEMENTSFOR ANY RELOCATION OF THESE UTILITIES WITH THE OWNER OF THE UTILITY.THE CONTRACTOR SHALL ALSO EXPOSE ALL EXISTING UTILITIES AT THECROSSINGS TO VERIFY THAT THE PROPOSED DESIGN DOES NOT CONFLICT WITHTHE EXISTING UTILITIES. ANY CORRECTIONS, REPERMITTING, OR DELAYS CAUSEDBY THE CONTRACTOR'S FAILURE TO EXPOSE THE EXISTING UTILITIES PRIOR TOCOMMENCING ANY UNDERGROUND WORK SHALL BE THE CONTRACTOR'SRESPONSIBILITY AND NO EXTRA COMPENSATION OR TIME WILL BE ALLOWED.THE CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING ANYUNDERGROUND UTILITY, WHETHER SHOWN ON THE PLANS OR LOCATED BY THEUTILITY COMPANY. ALL UTILITIES, WHICH INTERFERE WITH THE PROPOSEDCONSTRUCTION, SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER.ANY FEES ASSOCIATED WITH UTILITY RELOCATIONS SHALL BE BORNE BY THECONTRACTOR. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSURE UTILITIESARE RELOCATED IN ACCORDANCE WITH RESPECTIVE UTILITY COMPANYSTANDARDS. IT IS REQUESTED THAT UTILITY COMPANIES MOVE THEIRPARTICULAR UTILITIES. ANY DELAY OR INCONVENIENCE CAUSED TO THECONTRACTOR BY THE RELOCATION OF THE VARIOUS UTILITIES SHALL BEINCIDENTAL TO THE CONTRACT AND NO EXTRA COMPENSATION WILL BEALLOWED.2. CONTRACTOR SHALL LOCATE ALL EXIST. UTILITIES AND VERIFY SIZES PRIORTO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR RELOCATION OF ALLEXIST. UTILITIES REQUIRED FOR CONSTRUCTION. THIS INCLUDES BUT IS NOTLIMITED TO POWER, IRRIGATION, VALVES, AND RESETTING MANHOLE TOPS. ALLEXIST. IMPROVEMENTS SHALL BE REPAIRED, RELOCATED, AND REPLACED TOEXIST. CONDITIONS.3. CONTRACTOR SHALL VERIFY ALL EXISTING SANITARY SEWER AND WATERMAIN LOCATIONS AND INVERTS PRIOR TO CONSTRUCTION. IF THERE ISSIGNIFICANT DISCREPANCY (±1'), CONTACT THE PROJECT ENGINEERIMMEDIATELY.4. ALL EXISTING WATER, FORCE, GRAVITY AND RECLAIMED WATER MAINS, ANDOTHER FACILITIES WITHIN THE LIMITS OF THE PROJECT SHALL BE SUPPORTEDAND PROTECTED AGAINST DAMAGE DURING CONSTRUCTION.5. CONTRACTOR SHALL ADJUST VALVE BOXES, AIR RELEASE VALVES, FIREHYDRANTS, MANHOLE COVERS, ETC., IN CONFLICT WITH CONSTRUCTION.6. THE CONTRACTOR, AT THE CONTRACTOR'S EXPENSE, SHALL IMMEDIATELYREPAIR ALL DAMAGES TO UTILITIES' MAINS AND FACILITIES. IF THE REPAIR ISNOT MADE IN A TIMELY MANNER, AS DETERMINED BY UTILITIES, UTILITIES MAYPERFORM REQUIRED REPAIRS AND CLEANUP. THE CONTRACTOR WILL BECHARGED FOR ALL EXPENSES ASSOCIATED WITH THE REPAIR.7. ALL EXISTING AND NEW UTILITIES VALVES, VALVE BOXES, AND MANHOLESSHALL BE PROTECTED AND ADJUSTED TO FINISHED GRADE AS SHOWN ON THEDRAWINGS. ALL EXISTING ABOVE GROUND VALVES ARE TO BE RELOCATED, ASREQUIRED.8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR KNOWING THE CONTACT ANDPHONE NUMBER FOR THE APPROPRIATE UTILITIES DISPATCH OPERATOR TO BENOTIFIED FOR EMERGENCIES.9. ALL NEW WATER & SEWER TAPS TO BE PERFORMED BY UTILITY CONTRACTOROR LICENSED MASTER PLUMBER, MUST BE SCHEDULED 48 HOURS IN ADVANCETHROUGH CITY OF WINTER SPRINGS.10. FOR ALL STANDARD DETAILS, SEE CITY OF WINTER SPRINGS STANDARDSPECIFICATIONS & DETAILS, LATEST REVISIONS.11. ONLY UTILITIES SHALL OPERATE WATER, WASTEWATER, AND RECLAIMEDWATER VALVES. COORDINATE VALVE OPERATION WITH APPROPRIATE UTILITIESINSPECTOR.12. ALL NEW VALVES BEING INSTALLED SHALL REMAIN CLOSED DURINGCONSTRUCTION. KEEP VALVES ON ALL WET TAPS CLOSED UNTIL CLEARED. DONOT CONNECT ANY PROPOSED WATER MAIN TO ANY EXISTING WATER MAINUNLESS CLEARED BY UTILITIES.13. THE UTILITY IMPROVEMENTS AND ADJUSTMENTS SHOWN ON THESE PLANSARE INTENDED TO MAINTAIN THE INTEGRITY OF THE VARIOUS JURISDICTIONALWATER, WASTEWATER, AND RECLAIMED WATER SYSTEMS. ALL MATERIALS ANDCONSTRUCTION SHALL BE IN ACCORDANCE WITH THE APPROPRIATEJURISDICTIONAL UTILITY MANUAL.14. THE SEQUENCE OF CONSTRUCTION SHALL BE SUCH THAT ALLUNDERGROUND INSTALLATIONS OF EVERY KIND, INCLUDING SPRINKLERS, SHALLBE PLACED BENEATH THE PAVEMENT AND ITS EDGES PRIOR TO THECONSTRUCTION OF THE PAVEMENT. THE PAVEMENT SHALL NOT BE CUTWITHOUT PRIOR APPROVAL OF THE OWNER.15. ALL GATE VALVES INCLUDE CAST IRON VALVE BOX.16. ALL SERVICES SHALL BE INSTALLED PER CITY OF WINTER SPRINGS DETAILSAND SPECS.17. CONTRACTOR SHALL INSTALL ALL PROPOSED BACKFLOW PREVENTERS 12-INABOVE FINISH GRADE.18. ALL DISTURBED AREAS SHALL BE SODDED UNLESS OTHERWISE NOTED ONPLANS. SOD INSTALLED ON SLOPES 3:1 OR GREATER SHALL BE HELD IN PLACEWITH 12-IN STAPLES.19. ALL UNDERGROUND FIRE MAINS SHALL BE INSTALLED IN ACCORDANCE WITHNFPA 24, LATEST EDITION, "STANDARD FOR THE INSTALLATION OF PRIVATE FIRESERVICE MAINS AND THEIR APPURTENANCES". [F.A.C. 69A-60.005(2)]UTILITY SEPARATION - WATER MAINS PARALLEL TO OTHER UTILITIES1. A 3-FT (MIN) HORIZONTAL DISTANCE SHALL BE PROVIDED BETWEEN THEOUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXIST. OR PROPOSEDVACUUM - TYPE SANITARY SEWER, STORM SEWER, STORMWATER FORCE MAIN,OR PIPELINE CONVEYING RECLAIMED WATER REGULATED UNDER PART III OFCHAPTER 62-610, FAC.2. A 6-FT (MIN) HORIZONTAL DISTANCE SHALL BE PROVIDED BETWEEN THEOUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXIST. OR PROPOSEDGRAVITY - TYPE SANITARY SEWER (OR A HORIZONTAL DISTANCE OF AT LEAST3-FT BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANYEXISTING OR PROPOSED GRAVITY - TYPE SANITARY SEWER IF THE BOTTOM OFTHE WATER MAIN WILL BE LAID AT LEAST 6-IN ABOVE THE TOP OF THE SEWER).3. A 6-FT (MIN) HORIZONTAL DISTANCE SHALL BE PROVIDED BETWEEN THEOUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXIST. OR PROPOSEDPRESSURE - TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINECONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610,FAC.4. A 10-FT (MIN) HORIZONTAL DISTANCE SHALL BE PROVIDED BETWEEN THEOUTSIDE OF THE WATER MAIN AND ALL PARTS OF ANY EXIST. OR PROPOSED"ON-SITE" SEWAGE TREATMENT AND DISPOSAL SYSTEM.5. THE PIPE SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE ATLEAST 3-FT FROM ALL JOINTS IN VACUUM - TYPE SANITARY SEWERS, STORMSEWERS, STORMWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMEDWATER REGULATED UNDER PART III OF CHAPTER 62-610 FAC, AND AT LEAST 6-FTFROM ALL JOINTS IN GRAVITY - OR PRESSURE - TYPE SANITARY SEWERS,WASTEWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER NOTREGULATED UNDER PART III OF CHAPTER 62-610, FAC.UTILITY SEPARATION - WATER MAINS CROSSING OTHER UTILITIES1. ANY NEW OR RELOCATED UNDERGROUND WATER MAINS THAT WILL CROSSANY EXIST. OR PROPOSED GRAVITY - OR VACUUM - TYPE SANITARY SEWER ORSTORM SEWER SHALL BE LAID SO THAT THE OUTSIDE OF THE WATER MAIN IS ATLEAST 6-IN ABOVE THE OTHER PIPELINE OR AT LEAST 12-IN BELOW THE OTHERPIPELINE.2. ANY NEW OR RELOCATED UNDERGROUND WATER MAINS THAT WILL CROSSANY EXIST. OR PROPOSED PRESSURE - TYPE SANITARY SEWER, WASTEWATEROR STORM FORCE MAIN, OR PIPE LINE CONVEYING RECLAIMED WATER SHALL BELAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST 12-IN ABOVE OR BELOWTHE OTHER PIPELINE.3. AT ANY UTILITY CROSSING, ONE FULL LENGTH OF WATER MAIN PIPE SHALL BECENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTSWILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE.TESTING AND INSPECTION REQUIREMENTS1. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING APPLICABLETESTING WITH THE GEOTECHNICAL ENGINEER. UPON COMPLETION OF THEWORK, THE GEOTECHNICAL ENGINEER WILL SUBMIT CERTIFICATIONS TO THEOWNER AND ENGINEER STATING THAT ALL REQUIREMENTS HAVE BEEN MET.2. THE OWNER WILL RETAIN THE SERVICES OF A QUALIFIED TESTINGLABORATORY TO PERFORM ALL TESTING NECESSARY AS REQUIRED BY THESEPLANS AND THE VARIOUS AGENCIES. THE OWNER SHALL PAY THE COSTS OFALL INITIAL TESTING. SHOULD ANY RETESTING BE REQUIRED DUE TO THEFAILURE OF ANY TESTS TO MEET THE REQUIREMENTS, THE CONTRACTORSHALL BEAR ALL COSTS OF SAID RETESTING.AS-BUILT NOTEUPON COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL FURNISHTHE ENGINEER WITH COMPLETE "AS-BUILT" INFORMATION CERTIFIED BY AREGISTERED LAND SURVEYOR. THIS "AS-BUILT" INFORMATION SHALL INCLUDEINVERT ELEVATIONS, LOCATION OF FITTINGS, LOCATION OF STRUCTURES FORALL UTILITIES INSTALLED, CONTROL STRUCTURES, AS WELL AS TOP OF BANK,TOE OF SLOPE, GRADE BREAK LOCATIONS, AND ELEVATIONS FOR POND ANDDITCH CONSTRUCTION. NO ENGINEER'S CERTIFICATION FOR CERTIFICATE OFOCCUPANCY PURPOSES WILL BE MADE UNTIL THIS INFORMATION IS RECEIVEDAND APPROVED BY THE ENGINEER OF RECORD.UTILITY COORDINATION NOTE1. EXIST. UTILITY INFORMATION SHOWN ACCORDING TOBOUNDARY AND TOPOGRAPHIC SURVEY BY ELLISSURVEYS, LLC (24-1407, DATED 3/26/2024).2. CONTRACTOR SHALL VERIFY EXIST. UTILITY SIZES ANDLOCATIONS PRIOR TO BIDDING AND CONSTRUCTION.3. CONTRACTOR SHALL USE EXTREME CAUTION WHILEPERFORMING CONSTRUCTION AROUND OVERHEAD POWERLINES AND EXIST. UNDERGROUND UTILITIES.CONTRACTOR SHALL MAINTAIN MIN. COVERREQUIREMENTS OVER EXIST. UNDERGROUND UTILITIES.BENCHMARK VERIFICATION1.CONTRACTOR SHALL CHECK DESIGN SURVEYFOR BENCHMARK ELEVATION ACCURACY ANDELEVATIONS OF THOSE EXIST. IMPROVEMENTS TOREMAIN AND/OR TO MATCH GRADE WITH PRIOR TOCONSTRUCTION.2.CONTRACTOR SHALL ACKNOWLEDGEAGREEMENT WITH THESE ELEMENTS OF THEDESIGN SURVEY IN WRITING TO THE OWNER ANDENGINEER OF RECORD PRIOR TO COMMENCINGSITEWORK.20'THE HUMAN BEAN SITE REDEVELOPEMNT 260 E. SR-434 WINTER SPRINGS, FLORIDA 32708 DESCRIPTION OF REVISIONNO REV BYDATE 1 APPROVED:KSHCHECKED:DJDRAWN:DJDESIGN:6/20/2024START:AS NOTEDSCALE:JOB NO. 1600032 3 4 5 6 FLORIDAWINTER SPRINGS © MEI PARTNERS - 2024 160003 - THE HUMAN BEAN SITE REDEVELOPMENTSHEETKEVIN S. HEBERT, PE 60108www.mei-partners.com M E I PARTNERS KSHWinter Park, FL 32792 CA 33154 P: 321.203.2852 | F: 321.203.2948 1035 S. Semoran Blvd., Suite 1029THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY -KEVIN S. HEBERT, PE ON THE DATE ADJACENT TO THE SEAL.PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED ANDSEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONICCOPIES.30 NOTETEMP. SILT-FENCE SINGLE ROW ALONG INSIDE OF PERIMETER OF P/L ANDDOUBLE ROW LANDWARD OF ALL WETLAND BUFFERS. THE EROSIONCONTROL MEASURES DEPICTED ON THE PLANS ARE THE MINIMUM REQUIRED.ADDITIONAL MEASURES SHALL BE UTILIZED BY THE CONTRACTOR AS NEEDEDBASED ON ACTUAL SITE CONDITIONS.FDOT APPROVED TEMPORARY SILT-FENCE PRE-ASSEMBLED IN 100-FT ROLLS UTILIZING2"X2"X4" WOODEN POSTS AT 8-FT O.C. MAXIMUM WITH 3-FT OF WOVEN GEOTEXTILE MATERIALMEETING THE REQUIREMENTS OF SEC. 985-4, SIMILAR & EQUAL TO THAT SUPPLIED BY FIFIPIPECO. OF TAMPA, FL.NOTESCONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE AS FOLLOWS-1. SILT-FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND ATLEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADEIMMEDIATELY.2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF ITSUSE, IT SHALL BE REPLACED PROMPTLY.3. SEDIMENT DEPOSITS SHALL BE REMOVED AFTER EACH STORM EVENT.4. ANY SEDIMENT DEPOSITS LEFT IN PLACE AFTER THE SILT-FENCE IS NO LONGERREQUIRED SHALL BE DRESSED TO CONFORM WITH THE FINISHED GRADE, PREPARED,AND SEEDED.SILT-FENCEFABRICSILT-FENCE POST(INCLINE POSTS 20°TOWARDS FLOW)FLOW DIRECTIONEXISTINGGROUND8" (MIN)TYPICAL SILT-FENCE DETAILNTSNOTES1. ALL CURBS TO BE CONSTRUCTED OF 28 DAY, 3,000-PSI CONC.2. 1/2" PRE-MOLDED EXPANSION JOINT REQUIRED EVERY 500-LF,CONSTRUCTION JOINT REQUIRED EVERY 10-LF MAX. (4-LF MIN.).3. 1/2" PRE-MOLDED EXPANSION JOINT REQUIRED AT EACH SIDEOF ALL STORM INLET STRUCTURES AND AT ALL RADIUS POINTS.4. 6-IN SUBBASE TO BE COMPACTED AND TESTED TO 98% DENSITYWITH MIN. LBR 40 BASED ON AASHTO T-180 MODIFIED PROCTOR TEST.5. EXPANSION JOINT MATERIAL MUST COVER THE ENTIRE CROSSSECTION OF CURB.6. ALL EXPOSED CORNERS TO BE ROUNDED AT 2" MIN. RADIUS.6"18"6"6"R2"12"TYPE "D" CURBNOTECONTRACTOR SHALL DIRECT ATTENTION TO GEOTECHNICAL ENGINEER'S REPORT ASLISTED IN THE GENERAL NOTES FOR PAVEMENT DESIGN NOTES ANDRECOMMENDATIONS. CONTRACTOR SHALL FOLLOW GEOTECHNICAL ENGINEER'SRECOMMENDATION IF MORE STRINGENT THAN THAT SHOWN.12"LIGHT DUTYASPHALT PAVEMENT SECTION (TYP)1.50"6"24"TYPICAL SIDEWALK SECTION3'SIDEWALK NOTES1. SIDEWALK TO BE 4-IN THICK CONCRETE (AS SHOWN ON SITE PLAN).2. SIDEWALK TO HAVE 1/2" RADIUS TOOLED EDGES.3. CONTRACTION JOINTS AT 5-FT INTERVALS.4. EXPANSION JOINTS AT 30-FT O.C. AND SHALL BE CONTINUOUS ALONG CURB.5. EXPANSION JOINTS SHALL CONSIST OF CONTINUOUS 1/2" x 6" BITUMINOUS EXPANSION STRIP.6. SIDEWALK SHALL HAVE A MAXIMUM CROSS SLOPE OF 2%.7. AREA UNDER PROPOSED SIDEWALKS TO BE COMPACTED PER FDOT STANDARD SPECIFICATIONS 128-9.2.8. DISTURBED AREAS TO BE SODDED AS DIRECTED BY THE ENGINEER UNLESS INDICATED OTHERWISE.9. SIDEWALK TO HAVE BROOMED FINISH.10. CONCRETE SHALL BE CURED PER FDOT STANDARDS SPECIFICATIONS FOR ROAD AND BRIDGECONSTRUCTION, SECTION 520-8.11. MINIMUM SIDEWALK WIDTH 5-FT.COMPACTED SUBGRADE UNDERSIDEWALK 95% MAX. DENSITY(A.A.S.H.T.O. T-180).6"4"3"4"8"PAVEMENT6"x6" 10/10 WIRE MESHSIDEWALK @ ASPHALT PAVEMENTCOMPACTED SUBGRADE UNDERSIDEWALK 95% MAX. DENSITY(A.A.S.H.T.O. T-180).TURN DOWN AS REQUIRED TO KEEP"A" = 3" MIN. BELOW ADJACENT GRADE.4"A4"8"SIDEWALK @ GRADEBROOMED FINISH6"x6" 10/10 WIRE MESHBROOMED FINISHEXIST. ASPHALTPAVEMENT BUTT JOINT DETAIL (TYP)24"SAW CUT ANDTACK COAT EDGEEXIST. BASEEXIST. SUB-BASEPROPOSED ASPHALTPROPOSED BASEPROPOSED SUB-BASE2'COMPACTED TO MINIMUM LIMEROCK BASE LBR 150,98% MAXIMUM DRY DENSITY (A.S.T.M. D-1557, A.A.S.H.T.O. T-180).ASPHALTIC CONCRETE TYPE SP-9.5COMPACTED SUBGRADE TO 95% OF THE MODIFIED PROCTORMAXIMUM DRY DENSITY VALUE (A.S.T.M. D-1557, A.A.S.H.T.O. T-180).COMPACTED SUBGRADE UNDERSIDEWALK 95% MAX. DENSITY(AASHTO T-180).4"3"4"8"PAVEMENT6"x6" 10/10 WIRE MESHAT ASPHALT PAVEMENTBROOMED FINISH(ON-SITE ONLY)HANDICAP PAVEMENT MARKINGS5.50'6.15"13"6"2"12"6"6"6"6"1'R2'R1.50'R2'4.06"6.76"WHITE PAINT24"NOTEHANDICAP PAVEMENT MARKINGS SHALL ADHERE TO LOCALCODE IF DIFFERENT THAN THAT SHOWN.HANDICAP SPECIAL SIGN DETAILNTSPERMITONLYDISABLEDPARKING BY1'1.50'7'3.50'(MIN.)2"1.50'PROPOSED GRADE1.50' DIA. CONCRETE BASE"U" CHANNEL POLE$250.00 FINE SIGN1'x1.50'x0.08" ALUMINUM HANDICAPPED PARKINGSIGN. SIGN TO READ "PARKING BY DISABLED PERMITONLY", BOLT TO STEEL TUBE WITH (2) 1/8" CADIUMPLATED BOLTS, NUTS, AND WASHERS.NOTEHANDICAPPED PARKING SIGN SHALL CONFORMWITH CURRENT STATE, LOCAL, AND FEDERALCODES AND REGULATIONS.24"2.50'4" CONC. FILLEDSTEEL PIPE WITHPAINTED YELLOWFINISHHANDICAP PARKING SIGNDETAIL WITH BOLLARDSIDEWALKPERFORATED PIPEWRAPPED IN FILTER FABRICCOMPLETED / EXISTING INLETCURB &GUTTERBMP DETAILNTS6"12"PORTLAND CEMENT PAVEMENT WITH6" X 6" 6/6 W.W.M. WITH COMPRESSIONSTRENGTH 4,000 P.S.I. @ 28 DAYSSTABILIZED SUBGRADE MINIMUM LBR 40,MAXIMUM PLASTIC INDEX OF 6, COMPACTEDTO 98% MAXIMUM DENSITY (AASHTO T-180).TYPICAL CONCRETE PAVING SECITON24"NOTECONTRACTOR SHALL DIRECT ATTENTION TO GEOTECHNICAL ENGINEER'S REPORT ASLISTED IN THE GENERAL NOTES FOR PAVEMENT DESIGN NOTES ANDRECOMMENDATIONS. CONTRACTOR SHALL FOLLOW GEOTECHNICAL ENGINEER'SRECOMMENDATION IF MORE STRINGENT THAN THAT SHOWN.C500PAVING AND DRAINAGE DETAILS THE HUMAN BEAN SITE REDEVELOPEMNT 260 E. SR-434 WINTER SPRINGS, FLORIDA 32708 DESCRIPTION OF REVISIONNO REV BYDATE 1 APPROVED:KSHCHECKED:DJDRAWN:DJDESIGN:6/20/2024START:AS NOTEDSCALE:JOB NO. 1600032 3 4 5 6 FLORIDAWINTER SPRINGS © MEI PARTNERS - 2024 160003 - THE HUMAN BEAN SITE REDEVELOPMENTSHEETKEVIN S. HEBERT, PE 60108www.mei-partners.com M E I PARTNERS KSHWinter Park, FL 32792 CA 33154 P: 321.203.2852 | F: 321.203.2948 1035 S. Semoran Blvd., Suite 1029THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY -KEVIN S. HEBERT, PE ON THE DATE ADJACENT TO THE SEAL.PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED ANDSEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONICCOPIES.31 C501WATER DETAILS THE HUMAN BEAN SITE REDEVELOPEMNT 260 E. SR-434 WINTER SPRINGS, FLORIDA 32708 DESCRIPTION OF REVISIONNO REV BYDATE 1 APPROVED:KSHCHECKED:DJDRAWN:DJDESIGN:6/20/2024START:AS NOTEDSCALE:JOB NO. 1600032 3 4 5 6 FLORIDAWINTER SPRINGS © MEI PARTNERS - 2024 160003 - THE HUMAN BEAN SITE REDEVELOPMENTSHEETKEVIN S. HEBERT, PE 60108www.mei-partners.com M E I PARTNERS KSHWinter Park, FL 32792 CA 33154 P: 321.203.2852 | F: 321.203.2948 1035 S. Semoran Blvd., Suite 1029THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY -KEVIN S. HEBERT, PE ON THE DATE ADJACENT TO THE SEAL.PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED ANDSEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONICCOPIES.32 C502SEWER DETAILS THE HUMAN BEAN SITE REDEVELOPEMNT 260 E. SR-434 WINTER SPRINGS, FLORIDA 32708 DESCRIPTION OF REVISIONNO REV BYDATE 1 APPROVED:KSHCHECKED:DJDRAWN:DJDESIGN:6/20/2024START:AS NOTEDSCALE:JOB NO. 1600032 3 4 5 6 FLORIDAWINTER SPRINGS © MEI PARTNERS - 2024 160003 - THE HUMAN BEAN SITE REDEVELOPMENTSHEETKEVIN S. HEBERT, PE 60108www.mei-partners.com M E I PARTNERS KSHWinter Park, FL 32792 CA 33154 P: 321.203.2852 | F: 321.203.2948 1035 S. Semoran Blvd., Suite 1029THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY -KEVIN S. HEBERT, PE ON THE DATE ADJACENT TO THE SEAL.PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED ANDSEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONICCOPIES.33 City of Winter Springs / Ursula, LLC Development Agreement Page 1 of 11 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 (Ursula, LLC - The Human Bean) THIS DEVELOPMENT AGREEMENT (“Agreement”) is made and entered this _______ day of ______________________, 20______, by and between the CITY OF WINTER SPRINGS, a Florida municipal corporation (“City”) and URSULA LLC, a Florida limited liability company with a principal address at 1605 Cougar Court, Winter Springs, Florida 32708 (“Developer”). WITNESSETH WHEREAS, Developer is the owner of approximately 7.84 acres, more or less, of real property with an address of 260 East SR 434, Winter Springs, Florida 32708, commonly known as the Venetian Square, generally located northeast of the intersection of State Road 434 and Moss Road in Winter Springs, Florida, more particularly described herein (the “Property”); and WHEREAS, the Venetian Square shopping center was originally constructed in approximately 1981, and the City subsequently entered into a binding development agreement with the Aggarwal Pension Trust Fund (“Aggarwal”), dated June 28, 2004, for an expanded development on the Property, recorded in Official Record Book 05832 Pages 1136-1145 of the Official Records of Seminole County, Florida, such development agreement having been modified by the First Modification to Development Agreement, dated September 02, 2005, recorded in Official Record Book 05886 Pages 0817-0819 of the Official Records of Seminole County, Florida (“First Modification”); and WHEREAS, the 27,000 square-foot building proposed in what is the current parking lot of the Venetian Square development and approved via the Aggarwal Development Agreements was never constructed and such approvals have become null and void pursuant to the terms of the First Modification; and FOR RECORDING DEPARTMENT USE ONLY 34 City of Winter Springs / Ursula, LLC Development Agreement Page 2 of 11 WHEREAS, the current owner, Ursula, LLC, (the “Developer”) acquired the Property by special warranty deed recorded in the Official Records of Seminole County, Florida, at Book 09415 Page 412 in July of 2019 and has since made numerous aesthetic and parking lot improvements to the Property; and WHEREAS, Developer, through their engineer Kevin S. Herbert, PE, of Mei Partners, LLC, 1035 S. Semoran Blvd., Suite 1029, Winter Park, Florida 32792, has applied for site plan/final engineering review, aesthetic review, and a waiver to construct a drive-thru coffee shop (d.b.a. The Human Bean) upon approximately 0.30 acres, more or less, of the Property, within the parking lot area of the existing Venetian Square property (the “Project”); 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 January 6, 2025; 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- 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 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 26-20-30-5AR-0D00-0120 and is legally described in EXHIBIT “A”, which is 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 a drive-through coffee shop and associated parking, landscaping, and drive-through aisles on approximately 0.30 acres, more or less, of 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”). 35 City of Winter Springs / Ursula, LLC Development Agreement Page 3 of 11 The Developer shall construct the Project in a manner consistent with the approved Final Engineering/Site Plans, Waiver 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.: FEDP-2024-0002 File No.: WAIV-2025-0006 File No.: AERV-2025-0005 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. Construction shall be in substantial conformance with this Agreement and the approved Plans. B. Parking spaces shall be designed as 10’ X 20’ feet. C. The Building color palette of the elevations submitted shall be adjusted (lightened) to reflect a base color that harmoniously conforms to the white/light gray coloring of the main Venetian Square buildings. Revised color swatch/ options submitted by the applicant shall be approved by the City Commission. 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. 36 City of Winter Springs / Ursula, LLC Development Agreement Page 4 of 11 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 the Middle District of Florida, Orlando, Division. 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; Other Provisions. 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 Project. The Exhibits attached hereto and referenced herein are hereby fully incorporated herein by this reference. 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). 37 City of Winter Springs / Ursula, LLC Development Agreement Page 5 of 11 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. 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 38 City of Winter Springs / Ursula, LLC Development Agreement Page 6 of 11 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. 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: Attn: City Manager City of Winter Springs 1126 East S.R. 434 Winter Springs, Florida 32708 With additional notice to: Anthony A. Garganese, City Attorney 39 City of Winter Springs / Ursula, LLC Development Agreement Page 7 of 11 Garganese, Weiss, D’Agresta & Salzman, P.A. 111 N. Orange Avenue, Suite 2000 Orlando, FL 32802 For Developer: Ursula LLC 1605 Cougar Ct., Winter Springs, Florida 32708 970-306-3299 javier@patagonre.com With additional notice to: Kevin S. Herbert, PE 1035 S. Semoran Blvd., Suite 1029 Winter Park, Florida 32792 321-203-2852 kevinh@mei-partners.com 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: 40 City of Winter Springs / Ursula, LLC Development Agreement Page 8 of 11 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 41 City of Winter Springs / Ursula, LLC Development Agreement Page 9 of 11 Signed, sealed and delivered in the presence of the following witnesses: Signature of Witness Printed Name of Witness _____________________________________________ Address of Witness Signature of Witness Printed Name of Witness _____________________________________________ Address of Witness URSULA LLC 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 ___________, 20_____, by____________________, the __________________of Ursula LLC, 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. 42 City of Winter Springs / Ursula, LLC Development Agreement Page 10 of 11 EXHIBIT A PROPERTY LEGAL DESCRIPTION 43 City of Winter Springs / Ursula, LLC Development Agreement Page 11 of 11 EXHIBIT B OVERALL SITE PLAN 44 CITY OF WINTER SPRINGS COMMUNITY DEVELOPMENT DEPARTMENT 1126 East State Road 434 Winter Springs, Florida 32708 customerservice@winterspringsfl.org Project Site Parcel ID #26-20-30-5AR-0D00-0120 45 46 47 48 49 CITY OF WINTER SPRINGS COMMUNITY DEVELOPMENT DEPARTMENT 1126 East State Road 434 Winter Springs, Florida 32708 customerservice@winterspringsfl.org Application – Aesthetic Review 01/2024 Page 1 of 5 The Community Development Director reserves the right to determine whether this application is complete and accurate. An incomplete application will not be processed and will be returned to the applicant. The application shall be reviewed per Chapter 9–Aesthetic Review Sec.9-605. All applications shall be reviewed for sufficiency (completeness) within thirty (30) calendar days per FL Statue 166.033. Once the application is deemed sufficient, the applicant shall move forward with the Community Workshop, required per Chapter 20–Zoning Sec.20-29.1. All applicants shall be afforded minimal due process as required by law, including the right to receive notice, be heard, present evidence, cross-examine witnesses, and be represented by a duly authorized representative. Applicants are further advised that a Conditional Use is quasi-judicial in nature. Therefore, APPLICANT ACKNOWLEDGES and AGREES, by signing below, that he or she: • May be sworn-in as a witness in order to provide testimony to the City Commission; • Shall be subject to cross-examination by party intervenors (if requested); and • Shall be required to qualify expert witnesses, as appropriate. Applicants are encouraged to familiarize themselves with Chapter 2 – Administration Sec. 2-30 of the Winter Springs City Code relating to Quasi-Judicial Rules and Procedures of the City Commission. All Aesthetic Review recommendations shall be based from the required information/documentation provided, the Winter Springs Code of Ordinances, and the Winter Springs Comprehensive Plan (to the extent applicable). The City Commission (CC) shall render all final decisions regarding Aesthetic Review and may impose reasonable conditions on any approved Aesthetic Review to the extent deemed necessary and relevant to ensure compliance with applicable criteria and other applicable provisions of the Winter Springs Code of Ordinances and the Winter Springs Comprehensive Plan. All formal decisions shall be based on competent substantial evidence and the applicable criteria as set forth in Chapter 9, Aesthetic Review Standards. Applicants are advised that if, they decide to appeal any decisions made at the meetings or hearings with respect to any matter considered at the meetings or hearings, they will need a record of the proceedings and, for such purposes, they will need to insure that a verbatim record of the proceedings is made, at their cost, which includes the testimony and evidence upon which the appeal is to be based, per Florida Statute 286.0105. An Aesthetic Review Approval by the City Commission under this article shall be valid for a maximum of eighteen (18) months from the date the city commission renders its approval at a public meeting. If the applicant fails to obtain a building permit within the eighteen (18) month period, the city commission's approval shall expire at the end of the period. However, once a building permit is issued, the approval shall be valid for a time period equal to the permit and shall expire only if the building permit expires. Reasonable extensions may be granted by the city commission upon good cause shown by the applicant, provided substantial changes have not occurred in the surrounding area that would make the prior approval inconsistent with the criteria set forth in Chapter 9-Aesthetic Review Sec.9-9603 50 CITY OF WINTER SPRINGS COMMUNITY DEVELOPMENT DEPARTMENT 1126 East State Road 434 Winter Springs, Florida 32708 customerservice@winterspringsfl.org Application – Aesthetic Review 01/2024 Page 2 of 5 REQUIRED INFORMATION Applicant(s): Date: Mailing address: Email: Phone Number: Property Owner(s): Mailing Address: Email: Phone Number: Project Name: Property Address: Parcel ID(s): Parcel Size: Existing Use: List all witnesses that the applicant intends to present to the City Commission to provide testimony: Describe with specificity any evidence which the applicant intends to present to the City Commission, including oral factual testimony, maps, photographs, records or reports and/or expert testimony: Attach all documentary evidence which the applicant intends to present to the city commission to the back of this application. The Applicant has a continuing duty to update the list of witnesses, description of evidence, and documentary evidence throughout the application process. Additional witnesses or evidence will not be admitted at the city commission hearing if not submitted at least seven (7) days prior to such hearing. The Human Bean - Coffee Shop 260 E. SR 434, Winter Springs, Florida 32708 (Venetian Square) 26-20-30-5AR-0D00-0120 7.84-ac (Project Area approx. 0.30-ac) Surface parking field Robert Galster / PBC Construction (General Contractor) Building Elevations as necessary 51 CITY OF WINTER SPRINGS COMMUNITY DEVELOPMENT DEPARTMENT 1126 East State Road 434 Winter Springs, Florida 32708 customerservice@winterspringsfl.org Application – Aesthetic Review 01/2024 Page 3 of 5 Criteria for 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. 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. 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. 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. 5. The proposed project is consistent and compatible with the intent and purpose of this article, the Comprehensive Plan for Winter Springs, design criteria adopted by the City (e.g. Town Center guidelines, SR 434 design specifications) and other applicable federal, state or local laws. 6. The proposed project has incorporated significant architectural enhancements such as concrete masonry units with stucco, marble, termite-resistant wood, wrought iron, brick, columns and piers, porches, arches, fountains, planting areas, display windows, and other distinctive design detailing and promoting the character of the community. 52 CITY OF WINTER SPRINGS COMMUNITY DEVELOPMENT DEPARTMENT 1126 East State Road 434 Winter Springs, Florida 32708 customerservice@winterspringsfl.org Application – Aesthetic Review 01/2024 Page 4 of 5 REQUIRED DOCUMENTATION ___ A complete Application and applicable fee ___ Minor (Site less than 2 acres) ___ Major (Site greater than 2 acres) ___ Modification of previously approved Aesthetic Review ___ A Legal Description accompanied by a certified survey or the portion of the map maintained by the Seminole County Property Appraiser reflecting the boundaries of the subject property (To scale). ___ Site Plan ___ Building Elevations (color) illustrating all sides of structures ___ Color rendering illustrating street view with landscaping at time of planting; ___ Illustrations of all walls, fences, and other accessory structures and indication of their height and the materials proposed for their construction; ___ Signage elevations of proposed exterior permanent signs, outdoor advertising or other constructed elements other than habitable space, if any; ___ Identification of materials, textures, and colors to be used on all buildings, accessory structures, exterior signs, and other constructed elements; ___ Other architectural and engineering data as may be requested to clarify the application. ___ For all new commercial development and new residential subdivisions of ten (10) or more lots or existing commercial buildings being altered by 50 percent or greater of the original floor plan or seating capacity and requiring a modified site plan, or development agreements process under section 20-28.1 of the City Code, or as otherwise deemed applicable by the city to relevantly and competently examine an application for compliance with the city code and the affect and impact the proposed use will have on neighborhood and surrounding properties, applicants shall be required to submit with the following additional information referenced in Chapter 20 – Zoning Sec.20.29 Applications (7) – (11). X X X X X N/A N/A N/A X X N/A 53 54 55 56 57 58 Building design Specs Paint & Stucco Colors Body Column James Hardie Board: Body (Dark Brown): “Brown Blaze” Column (Tan): “Khaki Brown” or “Sandbar” Diamond Kote: Body (Dark Brown): “Coffee” Column (Tan): “French Grey”, “Oyster Shell” or “Mahogany” As Necessary: Optional - Metal Powder Coat TIGER Drylac Powder Coatings Color: RAL 8019 Other siding options Other materials *Non-standard design options available upon request Sherwin-Williams Custom Exterior Color, Flat MC-29065 Main Body, Manual Match CCE*Colorant 0Z 32 64 128 B1-Black 6 37 - - R2-Maroon - 23 - - Benjamin Moore 22c446 Custom Match, Dark Body N447 - 4X (Gallon) Y3 0X 26.0000 S1 10X 9.0000 W1 1X 4.0000 M1 0X 5.0000 R3 1X 9.0000 Sherwin-Williams Custom Exterior Color, Flat MC-26940 Human Bean Brown, Manual Match CCE*Colorant 0Z 32 64 128 w1-White - 16 1 - B1-Black - 29 - 1 R2-Maroon - 11 - 1 Y3-Deep Gold 2 1 - - Benjamin Moore 23c817 (#B Beige) Custom Match, Regular Column N447 - 2X (Gallon) Y3 2X 27.0000 S1 0X 31.2500 R3 0X 14.5000 G1 0x 0.1875 Sherwin-Williams Custom Exterior Color, Flat 8157-7258 Column Sand, Manual Match CCE*Colorant 0Z 32 64 128 B1-Black - 41 - 1 R2-Maroon - 9 - 1 Y3-Deep Gold 2 5 - 1 Western States Metal Siding 7/8” Corrugated Dark Bronze westernstatesmetalroof- ing.com/dark-bronze.html Awning/Flashing Custom-Bilt Metals Color: Muset SR-30.2 Western Rib (7.2 Panel) Dark Bronze Stone Accent El Dorado Russet Mountain Ledge Panel Benjamin Moore 23c841 Custom Match, Column Sand N447 - 2X (Gallon) Y3 1X 14.5000 S1 0X 29.2500 W1 0X 18.5000 R3 0X 6.7500 Sherwin-Williams Custom Exterior Color, Flat 8157-7259 Light Column, Manual Match CCE*Colorant 0Z 32 64 128 B1-Black - 15 1 - R2-Maroon - 1 - 1 Y3-Deep Gold - 21 1 - Benjamin Moore 23c816 Custom Match, Light Tan Column N447 - 1X (Gallon) Y3 1X 1.0000 S1 0X 17.7500 R3 0X 1.1250 Brown Blaze Brown BlazeSandbar Coffee MahoganyOyster ShellFrench Grey 59 CITY OF WINTER SPRINGS COMMUNITY DEVELOPMENT DEPARTMENT 1126 East State Road 434 Winter Springs, Florida 32708 customerservice@winterspringsfl.org Application – Waiver 01/2024 Page 1 of 6 The Community Development Director reserves the right to determine whether this application is complete and accurate. An incomplete application will not be processed and will be returned to the applicant. The application shall be reviewed per Chapter 20 – Zoning Sec. 20-34. Applications shall be reviewed for sufficiency (completeness) within thirty (30) calendar days per FL Statue 166.033. All applicants shall be afforded minimal due process as required by law, including the right to receive notice, be heard, present evidence, cross-examine witnesses, and be represented by a duly authorized representative. Applicants are further advised that a Waiver is quasi-judicial in nature. Therefore, APPLICANT ACKNOWLEDGES and AGREES, by signing below, that he or she: • May be sworn-in as a witness in order to provide testimony to the City Commission; • Shall be subject to cross-examination by party intervenors (if requested); and • Shall be required to qualify expert witnesses, as appropriate. Applicants are encouraged to familiarize themselves with Chapter 2 – Administration Sec. 2-30 of the Winter Springs City Code relating to Quasi-Judicial Rules and Procedures of the City Commission. All Waiver recommendations shall be based from the required information/documentation provided, the Winter Springs Code of Ordinances, and the Winter Springs Comprehensive Plan (to the extent applicable). The City Commission (CC) shall render all final decisions regarding Waivers and may impose reasonable conditions on any approved Waiver to the extent deemed necessary and relevant to ensure compliance with applicable criteria and other applicable provisions of the Winter Springs Code of Ordinances and the Winter Springs Comprehensive Plan. All formal decisions shall be based on competent substantial evidence and the applicable criteria as set forth in Chapter 20, Zoning. Applicants are advised that if, they decide to appeal any decisions made at the meetings or hearings with respect to any matter considered at the meetings or hearings, they will need a record of the proceedings and, for such purposes, they will need to insure that a verbatim record of the proceedings is made, at their cost, which includes the testimony and evidence upon which the appeal is to be based, per Florida Statute 286.0105. A Waiver which may be granted by the City Commission shall expire two (2) years after the effective date of such approval by the City Commission, unless a building permit based upon and incorporating the Waiver, is issued by the City within said time period. Upon written request of the property owner, the City Commission may extend the expiration date, without public hearing, an additional six (6) months, provided the property owner demonstrates good cause for the extension In addition, if the aforementioned building permit is timely issued, and the building permit subsequently expires and the subject development project is abandoned or discontinued for a period of six months, the Waiver shall be deemed expired and null and void, per Chapter 20 – Sec.20-36. 60 CITY OF WINTER SPRINGS COMMUNITY DEVELOPMENT DEPARTMENT 1126 East State Road 434 Winter Springs, Florida 32708 customerservice@winterspringsfl.org Application – Waiver 01/2024 Page 2 of 6 REQUIRED INFORMATION Applicant(s): Date: Mailing address: Email: Phone Number: Property Owner(s): Mailing Address: Email: Phone Number: Project Name: Property Address: Parcel ID(s): Parcel Size: Existing Use: All waiver requests shall be written in the following format: A waiver is requested from Winter Springs City Code 'X' to allow 'Y' in lieu of 'Z'. After the request, the applicant shall provide a justification for each waiver request. List Waiver(s)(provide additional sheets if necessary): Demonstrate that the applicable term or condition clearly creates an illogical, impossible, impractical, or patently unreasonable result related to the proposed property and development? 61 CITY OF WINTER SPRINGS COMMUNITY DEVELOPMENT DEPARTMENT 1126 East State Road 434 Winter Springs, Florida 32708 customerservice@winterspringsfl.org Application – Waiver 01/2024 Page 3 of 6 Demonstrate that the proposed development plan is in substantial compliance with Chapter 20 of the City’s Code of Ordinances and in compliance with the Comprehensive Plan? Will the proposed development plan significantly enhance the real property? Will the proposed development plan serve the public health, safety, and welfare of the City of Winter Springs? Will the waiver diminish property values in or alter the essential character of the surrounding neighborhood? Is the waiver request the minimum waiver that will eliminate or reduce the illogical, impossible, impractical, or patently unreasonable result caused by the applicable term or condition under Chapter 20 – Zoning? 62 CITY OF WINTER SPRINGS COMMUNITY DEVELOPMENT DEPARTMENT 1126 East State Road 434 Winter Springs, Florida 32708 customerservice@winterspringsfl.org Application – Waiver 01/2024 Page 4 of 6 Is the proposed development plan compatible and harmonious with the surrounding neighborhood? List all witnesses that the applicant intends to present to the City Commission to provide testimony: Describe with specificity any evidence which the applicant intends to present to the City Commission, including oral factual testimony, maps, photographs, records or reports and/or expert testimony: Attach all documentary evidence which the applicant intends to present to the city commission to the back of this application. The Applicant has a continuing duty to update the list of witnesses, description of evidence, and documentary evidence throughout the application process. Additional witnesses or evidence will not be admitted at the city commission hearing if not submitted at least seven (7) days prior to such hearing 63 CITY OF WINTER SPRINGS COMMUNITY DEVELOPMENT DEPARTMENT 1126 East State Road 434 Winter Springs, Florida 32708 customerservice@winterspringsfl.org Application – Waiver 01/2024 Page 5 of 6 REQUIRED DOCUMENTATION ___ A complete Application and Fee ___ A general description of the relief sought under this division ___ A brief explanation, with applicable supporting competent substantial evidence and documents, as to why the application satisfies the relevant criteria set forth in this division ___ A Legal Description accompanied by a certified survey or the portion of the map maintained by the Seminole County Property Appraiser reflecting the boundaries of the subject property (To scale). ___ An Excel mailing list with the names and addresses of each property owner within 500 ft. of each property line, along with the HOA Associations within 1/2 mile of each property line. ___ For all new commercial development and new residential subdivisions of ten (10) or more lots or existing commercial buildings being altered by 50 percent or greater of the original floor plan or seating capacity and requiring a modified site plan, or development agreements process under section 20-28.1 of the City Code, or as otherwise deemed applicable by the city to relevantly and competently examine an application for compliance with the city code and the affect and impact the proposed use will have on neighborhood and surrounding properties, applicants shall be required to submit with the following additional information referenced in Chapter 20 – Zoning Sec.20.29 Applications (7) – (11). 64 65 PART II - CODE OF ORDINANCES Chapter 20 - ZONING ARTICLE VII. S.R. 434 AND TUSKAWILLA ROAD STREETSCAPE REQUIREMENTS. Winter Springs, Florida, Code of Ordinances Created: 2024-11-18 14:29:05 [EST] (Supp. No. 32) Page 1 of 1 WAIVER REQUEST TO PORTIONS OF THE STREETSCAPE REQUIREMENTS ARTICLE VII. S.R. 434 AND TUSKAWILLA ROAD STREETSCAPE REQUIREMENTS. Sec. 20-601. Streetscape requirements. (a) There shall be a minimum streetscape area of twenty-seven (27) feet in depth for properties located along the State Road 434 and Tuskawilla Road corridors. As stated on the application, the existing streetscape is improved with existing canopy tree coverage/spacing in addition to hedges adjacent to the SR 434 R/W (FDOT). In front of this project’s location/placement, the streetscape depth ranges from approximately 27.5-ft to 37-ft which exceeds code requirement. However, approximately 18-ft of this depth is FDOT R/W including an existing 5-ft sidewalk. This results in approximately 9.5-ft to 19-ft available for streetscape plantings on-site. Street tree plantings are not permitted within the FDOT R/W or this initial 18-ft. (b) The total twenty-seven (27) feet of required streetscape area shall consist of three component parts which include: (1) Five-foot landscape area; See above – 13-ft within FDOT R/W (18 – 5 = 13). (2) Six-foot sidewalk; and See above – 5-ft existing sidewalk within FDOT R/W (3) Sixteen-foot landscape and treescape area for planting canopy trees which will line the right-of-way and installing any authorized street furnishings. See above – 9.5-ft to 19-ft is available (c) Depending on the existing depth of available right-of-way for streetscape, the twenty-seven (27) feet will either be entirely within the right-of-way or entirely on the subject property under development or a combination of both the available right-of-way and the subject property. For example, as illustrated in section 20-610 of this article, there are three (3) possible required streetscape scenarios: (1) If there is twenty-seven (27) feet of existing right-of-way, the streetscape is required to be located entirely within the right-of-way. N/A (2) If there is no existing available right-of-way, the streetscape is required to be located entirely on the subject property. N/A (3) If there is only ten (10) feet of available right-of-way, the streetscape is required to be located within the ten (10) feet of available right-of-way and within seventeen (17) feet of the subject property, etc. See above – 9.5-ft to 19-ft is available For purposes of this subsection, the term "available" means that the authority with jurisdiction over the right-of-way has granted permission to construct, install and maintain the streetscape required by this article. (d) Streetscape trees required to be planted under this article shall be canopy trees of the size and type authorized on the city's approved species list for streetscape canopy trees. Trees shall be planted within the required sixteen (16) foot landscape area between the sidewalk and roadway with a minimum fifteen (15) foot separation between trees. Authorized street furnishing may also be installed and maintained within the sixteen (16) foot landscape area such as benches, bus shelters, lighting, trash receptacles, bicycle racks, and public signage and art. Proposes streetscape plantings within the available 9.5-ft to 19-ft on-site consist of four (4) new canopy trees, two (2) existing trees, and approximately 154-lf of hedges/shrubs. 66 67 68 69 Coffee/Donut Shop with Drive-Through Window and No Indoor Seating (938) Vehicle Trip Ends vs:Drive-Through Lanes On a:Weekday Setting/Location:General Urban/Suburban Number of Studies:8 Avg. Num. of Drive-Through Lanes:1 Directional Distribution:50% entering, 50% exiting Vehicle Trip Generation per Drive-Through Lane Average Rate Range of Rates Standard Deviation 179.00 80.00 - 293.00 74.48 Data Plot and Equation T = Trip EndsX = Number of Drive-Through Lanes Study Site Average Rate Fitted Curve Equation: Not Given R²= **** Trip Gen Manual,11th Edition Institute of Transportation Engineers 0 0.5 1.0 1.5 2.00 100 200 300 400 500 600 1 179 70