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HomeMy WebLinkAbout2025 05 12 Public Hearing 404 - Chick-fil-a - Final Engineering, Plans, Aesthetic, Waivers, and DAPUBLIC HEARINGS AGENDA ITEM 404 CITY COMMISSION AGENDA | MAY 12, 2025 REGULAR MEETING TITLE Chick-Fil-A, S.R. 434 and Michael Blake Boulevard – Final Engineering and Development Plans, Aesthetic Review, Waivers, and Development Agreement. SUMMARY The Community Development Department requests that the City Commission hold a Public Hearing to consider Site Plan/Final Engineering, aesthetic review, waivers, and Development Agreement regarding the applicant’s request to build a 5,576- square foot Chick-Fil-A quick service restaurant with drive-thru in the Town Center District, Transect 5. FUNDING SOURCE RECOMMENDATION The Community Development Department requests that the City Commission hold a Public Hearing to approve Site Plan/Final Engineering, aesthetic review, waivers, and Development Agreement regarding the applicant’s request to build a 5,576- square foot Chick-Fil-A quick service restaurant with drive-thru in the Town Center District, Transect 5. 1661 TITLE Chick-Fil-A, S.R. 434 and Michael Blake Boulevard – Final Engineering and Site Plan, Aesthetic Review, Waivers, and First Modification to Development Agreement. SUMMARY The Community Development Department requests that the City Commission hold a Public Hearing to consider approval of Site Plan/Final Engineering, aesthetic review, waivers, and First Modification to Development Agreement regarding the applicant’s request to build a 5,576- square foot Chick-Fil-A quick service restaurant with drive-thru in the Town Center District, Transect 5. General Information Applicant Ferber Construction Management, LLC; Paul Ferber Property Owner(s) Blue Orange Holdings, LLC Location Southeast of and adjacent to S.R. 434 and northwest of and adjacent to Michael Blake Boulevard Tract Size ±1.73 Acres Parcel ID Number 26-20-30-5AR-0A00-008D and 26-20-30-5AR-0A00-008H Zoning Designation Town Center District, T-5 Transect FLUM Designation Town Center District Adjacent Land Use North: Vacant (across S.R. 434) East: Multi-family South: Vacant West: Vacant Height 2 stories minimum Setbacks Front: 25 ft, minimum, 50 ft. maximum Rear: 15 ft. minimum Side: 5 ft. minimum, 100 ft. maximum Development Standards Lot Coverage: 100% Development Permits Not applicable Development Agreement Development Agreement | Pending Code Enforcement Not applicable PUBLIC HEARINGS AGENDA ITEM CITY COMMISSION MONDAY, MAY 12, 2025 REGULAR MEETING 1662 PUBLIC HEARINGS AGENDA ITEM | MONDAY, MAY 12, 2025 , | PAGE 2 OF 18 City Liens Not applicable Background Data: The development site consists of two contiguous lots, the proposed Lots 4-A and 4(B) of the under review Sutton Crossings subdivision, totaling ±1.73 acres. The development site is located at the southwest corner of S.R. 434 and Michael Blake Boulevard. The applicant is proposing a 5,576-square foot quick service restaurant with drive-thru. The proposed use of a quick service restaurant with a drive-thru is a permitted use in the Town Center District, Transect 5 (T5). Upon receipt of the Planning and Zoning Board's recommendation, the City Commission shall make a final decision on the application, to approve, approve with conditions, or deny the project within the Town Center district. Public Notices: Notices were mailed to all owners of real property adjacent to and within approximately five-hundred feet (500) of the subject property and all Homeowner’s Associations on file with the City of Winter Springs (42 notices) on April 15, 2025. A Community Workshop was held on October 15, 2024, at 6:00 PM at the Indian Trails Middle School Library. There were no objections raised at the Community Workshop regarding the proposed development. Please see “Figure 1” Community Workshop Flyer and Figure “2” Community Workshop Attendance. Analysis of Final Engineering Plans (Sec. 20-33.1) Criteria: The criteria for Final Engineering Plans are provided and analyzed below: (a) Site and final engineering plans and the subdivision of land shall also be subject to the technical requirements set forth in Chapter 9 of the City Code. It is the intent of this section to apply to applications for site and final engineering plans and to any subdivision of land requiring a plat, if applicable, and does not include review and approval of a lot split application. Please see the discussion below regarding technical requirements of Chapter 9. The Final Engineering Plans have been reviewed by the City’s contract engineer, who concluded 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 1663 PUBLIC HEARINGS AGENDA ITEM | MONDAY, MAY 12, 2025 , | PAGE 3 OF 18 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. 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: Subject to the Conditions of Approval, Staff finds that the proposed Development is compatible and harmonious with adjacent land uses, and will not adversely impact land use activities in the immediate vicinity. The application proposes a 5,576 square-foot Chick-fil-a restaurant with a double drive through lane. The location of the restaurant provides ample setbacks from the only existing nearby use, the Savoy senior living facility located across Michael Blake Boulevard. The restaurant is not expected to produce significant noise, refuse, odor, smoke, or fumes that would impact adjacent land uses. With regard to traffic generation, the applicant has submitted an expert report from Palm Traffic Engineering & Planning, dated July 2024, which analyzes the traffic produced by an existing, similar-sized (5,113 square-foot) Chick-fil-a in Manatee County. The restaurant there produced, approximately, the following trips: • AM Peak Hour - Attracts 222 trip ends with 115 inbound and 107 outbound • Mid-Day Peak Hour - Attracts 550 trip ends with 278 inbound and 272 outbound. • PM peak hour, Attracts 336 trip ends with 169 inbound and 167 outbound However, the Traffic Impact Analysis for the entire Sutton Crossings project included trip generation for the subject site and estimated that three fast food restaurants would produce a total of 5,657 daily trips, which well exceeds the Manatee County estimates provided in the queueing study. Even with the expected traffic from three fast food restaurants combined, the TIA showed all roadway segments within the analysis being at a satisfactory level of service (LOS) of C. (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 1664 PUBLIC HEARINGS AGENDA ITEM | MONDAY, MAY 12, 2025 , | PAGE 4 OF 18 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: Staff finds that the Applicant has demonstrated that 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 for the reasons described above. In addition, the applicant is providing the SR 434 streetscape (subject to the waivers below) and provides ample buffers and screening. Convenient bicycle and pedestrian access is achieved by the placement of bike racks on the east side of the building and concrete sidewalks on SR 434 and Michael Blake connect to interior sidewalks with crosswalk connections to store front sidewalk. (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: Staff finds that the proposed site and final engineering plan and subdivision of land will not have an adverse impact on the local economy, including governmental fiscal impact, employment, and property values. Rather, the addition of this popular restaurant chain will add employment opportunities while providing increased tax revenues for the City. This shall be documented under the Fiscal Impact Report required for the Town Center District, which shall be submitted, reviewed, and approved by Staff prior to the project going before the City Commission. (4) Whether the proposed site and final engineering plan and subdivision of land will have an adverse impact on the natural environment, including air, water, and noise pollution, vegetation and wildlife, open space, noxious and desirable vegetation, and flood hazards. Analysis: Staff finds that the proposed site and final engineering plan will not have an adverse impact on the natural environment, including air, water, and noise pollution, vegetation and wildlife, open space, noxious and desirable vegetation, and flood hazards, subject to the Condition of Approval regarding an apparently abandoned eagle’s next and destruction of a small wetland. The project is located outside of the special flood hazard area. Adequate stormwater detention will be provided for the project both on-site and through the stormwater system for the Sutton Crossings subdivision/development, of which this development is a part. Please see Figure “3“, Drainage Report for Sutton Crossings. A Stage 1 Environmental Site Assessment was provided for the site. It noted a past leak from a gas storage tank at the gas station located to the west of the Sutton Crossings project, as well as possible contamination from a railroad that formerly 1665 PUBLIC HEARINGS AGENDA ITEM | MONDAY, MAY 12, 2025 , | PAGE 5 OF 18 crossed the site. Staff have reviewed this report, and found minimal risk associated with this leak and the proposed project as evidenced by previous environmental studies carried out regarding the impact of these past events and/or structures. Please see Figure “6“, the Phase I Environmental Site Assessment for the Sutton Crossings property. The Sutton Crossings project will be responsible for tree mitigation payments. (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 only known historic resource known to have existed on this property were tracks from a railway known to have ceased usage since at least 1999. This track is not considered to be of historic significance. Thus, the proposed site and final engineering plan will have no impact on historical resources. No additional scenic or cultural resources. Including scenic views or vistas, will be impacted by this site and final engineering plan. (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: City Staff have reviewed this project from a planning and engineering perspective. Staff did not find any adverse impact on any of the public services listed above. A Traffic Impact Analysis (TIA) was submitted and reviewed. It showed all roadway segments within the analysis being at a satisfactory level of service (LOS) of C. Please see the TIA, included as Figure “7“. The City Public Works Department has confirmed available water and sewer 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: Staff has reviewed the TIA, (Figure “7”) and finds that the site and final engineering plan depicts 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 patterns for the neighborhood, and traffic flow through immediate intersections and arterials. Based on, 936 daily trips generated, the Sutton Crossings Phase 1 project (Chick-Fil- A included) will be required to provide 3 mobility credits to Comply with Comprehensive Plan requirements. The applicant is providing the SR 434 streetscape (subject to the waivers below) and provides ample buffers and 1666 PUBLIC HEARINGS AGENDA ITEM | MONDAY, MAY 12, 2025 , | PAGE 6 OF 18 screening. Convenient bicycle and pedestrian access is achieved by the placement of four (4) bike racks on the east side of the building and concrete sidewalks on SR 434 and Michael Blake connect to interior sidewalks with crosswalk connections to store front sidewalk. The Ace Hardware project will place eight (8) bike racks on the east side of the building. In addition, interconnectivity between Ace Hardware and Chick-Fil-A, with concrete sidewalks and crosswalks. These activities satisfy four (4) mobility credits, exceeding the required 3. (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: As a commercial project, the proposed site and final engineering plan will not have an adverse impact on the variety of housing unit types and prices. As for neighborhood quality, subject to the Conditions of Approval, the proposed site and final engineering plan development will not have an adverse impact on neighborhood quality. See Exhibit “8”, Chick-Fil-A Final Engineering and Development Plan. (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 site elements. Analysis: Staff finds that proposed site and final engineering plan avoids significant adverse odor, emissions, noise, glare and vibration impacts on adjacent and surrounding lands regarding refuse collection, service delivery, parking and loading, signs, lighting, and other site elements. The dumpster will meet Town Center requirements, being located away from view from S.R. 434, will be fully enclosed in a gated facility, and be buffered from view along Michael Blake Boulevard by landscaping and vehicles in the drive-thru stacking. A note has been added to the plans that all deliveries shall be made after business hours, limiting these impacts on restaurant customers and the surrounding commercial uses. Please see site and final engineering plan, Figure “8“. (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 adequate window views from the building along S.R. 434, as well as adequate lighting at night, will provide sufficient security for restaurant patrons and employees. Site lighting has been designed to minimize impacts on the adjoining neighborhood. 1667 PUBLIC HEARINGS AGENDA ITEM | MONDAY, MAY 12, 2025 , | PAGE 7 OF 18 (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. The project does not involve a large footprint 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. Analysis: Staff finds that subject to the Conditions of Approval, the site and final engineering plans have been designed to incorporate mitigative techniques and plans needed to prevent the adverse impacts mentioned in the criteria on adjacent and surrounding uses and properties. (13) If the proposed conditional use is a residential use, whether the elementary, middle and high schools (K—12) that will be initially assigned to the residential project by the school district at the time the city commission considers final approval of the conditional use have both sufficient capacity, are in close proximity to the project so as to make each of the assigned schools accessible and convenient (e.g., walking distance, travel time, private and public transportation, and quality of route environment) to the majority of the school population that will be drawn from the project, and promote and support the integration of future residents of the project into the existing city of Winter Springs community in a sustainable manner. Analysis: Not applicable. This is not a residential development. (14) 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 has agreed to and is working on a binding development agreement with the City addressing terms and conditions deemed necessary by the City Commission. Please see Figure “9“, Draft/Final Development Agreement. Water and Sewer: Utility Department Staff have confirmed that sufficient water and sewer capacity exists for this project. Stormwater: The applicant has submitted a Drainage Report depicting how the stormwater management capacity for proposed runoff from the project is to be handled. Staff have reviewed and approved the information necessary from this development. Please see Figure “3“, Drainage Report for Sutton Crossings. 1668 PUBLIC HEARINGS AGENDA ITEM | MONDAY, MAY 12, 2025 , | PAGE 8 OF 18 Transportation: The applicant has provided a Traffic Impact Analysis (see Figure “7“), which has been reviewed by City staff. It was Staff’s finding that sufficient roadway capacity exists for this project. The project will not cause the impacted roadway segments to exceed their adopted level of service (LOS) under the Comprehensive Plan. Parking: City Staff is awaiting a formal study from the applicant based on other company stores and their standards as to how they arrived at the number of parking spaces which were provided. Under the Conditions of Approval, this document shall be reviewed and approved prior to issuance of a Building Permit. Aesthetic Review: Pursuant to Section 9-603, which sets forth guidelines and minimum standards for Aesthetic Review packages, staff have utilized the below criteria in Section 9-603 to determine the following. The attached Aesthetic Review package (Figure 2) includes all of the submittal requirements for aesthetic review as set forth in Section 9-600 through 9-607 and include the following: (a) a site plan; (b) elevations illustration all sides of structures facing public streets or spaces; (c) illustrations of all walls, fences, and other accessory structures and the indication of height and their associated materials; (d) elevation of proposed exterior permanent signs or other constructed elements other than habitable space, if any; (e) illustrations of materials, texture, and colors to be used on all buildings, accessory structures, exterior signs; and (f) other architectural and engineering data as may be required. The procedures for review and approval are set forth in Section 9-603. Aesthetic Review 1. The plans and specifications of the proposed project indicate that the setting, landscaping, proportions, materials, colors, texture, scale, unity, balance, rhythm, contrast, and simplicity are coordinated in a harmonious manner relevant to the project, surrounding area and cultural character of the community. Analysis: Staff finds that subject to the approval of the physical landscaping/streetscaping within the area 28-foot area depicted within the streetscape waiver request, all architectural and landscaping elements are coordinated in a harmonious manner relevant to the particular proposal, the 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. Analysis: Staff finds that subject to the Conditions of Approval, the plans for the proposed project are in harmony with the Town Center District Code. 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, 1669 PUBLIC HEARINGS AGENDA ITEM | MONDAY, MAY 12, 2025 , | PAGE 9 OF 18 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 plans for this project are not excessively similar or dissimilar to other projects within 500 feet of the proposed project. The restaurant is designed with its longer façade (typically side façade) facing S.R. 434, creating a more emphasized building paralleling the roadway. All parking is to be located behind the building. 4. The plans for the proposed project are in harmony with, or significantly enhance, the established character of other buildings, structures or signs in the surrounding area with respect to architectural specifications and design features deemed significant based upon commonly accepted architectural principles of the local community. Analysis: As previously mentioned, the project has been reviewed under the Town Center District Code standards, ensuring conformance with the high standard of development for Town Center. The to-be-approved streetscape design will be reviewed and approved to the Town Center standards, further enhancing the aesthetic impact of the project. 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 features detailing and promoting the character of the community. Analysis: The project significantly meets the standards, with the use of brick, arches above windows and entries, parapets and cantilevered canopies. Regarding the more typical metal pole and roofed structure of the prototypical Chick-Fil-A drive thru canopy, landscaping will be used to soften the appearance of the structure and drive-thru vehicular impact, as was done for the existing Chick-Fil-A located near the intersection of Tuskawilla and Red Bug Lake Road. Reports: The Final Engineering submittal is required to include the following reports or updates of previously prepared reports for the same property. Reports November 1, 2024 Drainage Report Suttons Crossings (Ex. 3) 1670 PUBLIC HEARINGS AGENDA ITEM | MONDAY, MAY 12, 2025 , | PAGE 10 OF 18 10/27/2024 Traffic Impact Analysis Michael Blake Boulevard Development (Ex. “7“) 10/18/2022 Phase I Environmental Report, Sutton Crossings Property (Ex. “10“) 05/06/20255 Traffic Impact Analysis Michael Blake Boulevard – Revision Procedural History: March 27, 2023 Non-Binding Presentation to City Commission (Aesthetics) October 24, 2024 Community Meeting April 24, 2025 Planning & Zoning Board | Recommendation on Final Engineering, Aesthetic Review, Waivers, and Development Agreement May 12, 2025 City Commission | Hearing on Final Engineering, and Development Plan, Aesthetic Review, Waivers, and Development Agreement Waiver Review: Pursuant to Section 20-34, Any real property owner may file a waiver application requesting a waiver(s) for their real property from any term and condition of this chapter (except from the list of permitted, conditional and prohibited uses set forth in any zoning district category). The Planning and Zoning Board shall be required to review all waiver 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 waiver criteria set forth and analyzed below. 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, the city commission may, at its discretion, consider an application without the planning and zoning board's recommendation. Waiver I: A waiver to Section 20-324(6), Town Center District Code, to allow a drive- thru window in the side yard of the property (northern side of building) where this section requires drive-thru windows to be located the rear yard or alley of a site. Waiver Review 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. 1671 PUBLIC HEARINGS AGENDA ITEM | MONDAY, MAY 12, 2025 , | PAGE 11 OF 18 Analysis: Due to the popularity of Chick-Fil-A’s drive through and the need for optimal traffic circulation and bicycle pedestrian safety within this property, having the drive-thru on the north side yard of the building/site makes for the best traffic flow. On this odd-shaped lot, this also allows for all site entrances and parking to be to the rear of the site. 2. The proposed development plan is in substantial compliance with this chapter and in compliance with the comprehensive plan. Analysis: Staff finds that the proposed development plan is substantially compliant with the design standards for the Town Center Code. Staff review of the streetscape prior to the issuance of the Building Permit will ensure compliance with the S.R. 434 and Tuskawilla Road Landscaping and Streetscape Standards. 3. The proposed development plan will significantly enhance real property. Analysis: Staff finds that the proposed development plan will significantly enhance the subject property and the Town Center. It will add to the pedestrian/bicycle nature of the Town Center by adding another dining option within walking or biking distance to the many residents already residing within the Town Center. 4. The proposed development plan serves the public health, safety, and welfare. Analysis: Staff finds that the design and aesthetics of this project will serve the public health, safety, and welfare of area residents. For security purposes, the elongated façade and its many windows will provide good visual access to law enforcement. Traffic congestion internal to the project due to delivery trucks will be reduced due to deliveries being limited to nighttime non- business hours. The waiver will not diminish property values in or alter the essential character of the surrounding neighborhood. Analysis: Staff finds that the waiver will not diminish property values or the essential character of the surrounding neighborhood. Landscaping along S.R. 434 will help buffer the drive-thru canopy and its vehicular activity. The unique building design and layout will further enhance the area, adding to the diversity of architecture. The location of the building and site layout will also block views of the project parking lot from S.R. 434. 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. Analysis: Staff finds that this 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. This design best suits traffic flow on this unusually shaped lot, while keeping all restaurant vehicular parking to the rear and out of site. 1672 PUBLIC HEARINGS AGENDA ITEM | MONDAY, MAY 12, 2025 , | PAGE 12 OF 18 7. The proposed development plan is compatible and harmonious with the surrounding neighborhood. Analysis: Staff finds that the development plan is compatible with the surrounding Sutton Crossings subdivision, and the Town Center. 8. Whether the applicant has agreed to execute a binding development agreement required by the 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 is working on and has agreed to a binding Development Agreement to incorporate terms and conditions deemed necessary by the City Commission. Waiver II: A waiver to the requirement for the provision of a six-foot wide sidewalk along S.R. 434 under Article VII. S.R. 434 and Tuskawilla Road Landscape and Streetscape Requirements to allow provision of the required 27-foot wide fully landscaped streetscape area. Waiver Review 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. Analysis: Staff finds that the applicant has demonstrated that replacing the existing five-foot wide sidewalk with a six-foot one would make it impossible to provide the 27-foot wide streetscape area. 2. The proposed development plan is in substantial compliance with this chapter and in compliance with the comprehensive plan. Analysis: Staff finds that the proposed streetscape buffer is substantially compliant with the aforementioned Code requirements. The existing sidewalk would remain, with landscaping in the remainder of the right-of- way and within a 10-foot landscape buffer on the edge of the propertyAll development is in substantial compliance with this chapter and the comprehensive plan. 3. The proposed development plan will significantly enhance the real property. Analysis: Staff finds that the proposed streetscaping, along with the other planned development, will significantly enhance the real property. The streetscaping will serve to reduce the visual impacts of the drive-thru window on drivers along S.R. 434. 4. The proposed development plan serves the public health, safety, and welfare. 1673 PUBLIC HEARINGS AGENDA ITEM | MONDAY, MAY 12, 2025 , | PAGE 13 OF 18 Analysis: Staff finds that the plan services the public health, safety, and welfare. The addition of the streetscape will add to the aesthetic beauty of S.R. 434 roadway, while adding the natural benefits of grass, trees, and shrubs. Security will be enhanced through the design elements previously discussed. 5. The waiver will not diminish property values in or alter the essential character of the surrounding neighborhood. Analysis: Staff finds that the waiver will not diminish property values in or alter the essential character of the surrounding neighborhood. Rather, it will add to the high-quality development existing in the Town Center. 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. Analysis: Staff finds that this 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. It will allow for the maximum provision of the streetscape requirements. 7. The proposed development plan is compatible and harmonious with the surrounding neighborhood. Analysis: Staff finds that the proposed development plan is compatible and harmonious with the surrounding neighborhood. It further enhances the aesthetic qualities of the Town Center and the S.R. 434 and Tuskawilla Road Streetscape. 8. Whether the applicant has agreed to execute a binding development agreement required by the 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 has agreed to execute a binding development agreement required by the city to incorporate the terms and conditions deemed necessary by the City Commission. Waiver III: A waiver to the requirement of the Town Center District Code, Sec. 20- 327.1 to allow for two monument signs for the project. The signs will be identical, with one located at the intersection of S.R. 434 and Michael Blake, and the second being located at the project driveway on Michael Blake Boulevard. Waiver Review 1674 PUBLIC HEARINGS AGENDA ITEM | MONDAY, MAY 12, 2025 , | PAGE 14 OF 18 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. Analysis: Staff finds that although not permitted by right in the Town Center District, monument signs are a reasonable standard for drivers to note the location of a business. Not allowing monument signage could result in increased risks of dangerous driving. It would also prove to create an illogical, impossible, impractical or patently unreasonable result for the applicant. 2. The proposed development plan is in substantial compliance with this chapter and in compliance with the comprehensive plan. Analysis: Staff has reviewed the proposed signs for conformance with the regulations for monument signs for single-tenant businesses under Code Sec. 16-82 (2) and other applicable requirements of Chapter 16, Signs and Advertising. Staff also finds them to be in compliance with the Comprehensive Plan. 3. The proposed development plan will significantly enhance the real property. Analysis: Staff finds that the proposed monument signs will enhance the value of the subject property, increasing its commercial marketability. 4. The proposed development plan serves the public health, safety, and welfare. Analysis: Staff finds that the plan services the public health, safety, and welfare. The addition of the sign will increase traffic safety, while not degrading the aesthetics of the Town Center. 5. The waiver will not diminish property values in or alter the essential character of the surrounding neighborhood. Analysis: Staff finds that the waiver will not diminish property values in or alter the essential character of the surrounding neighborhood. Rather, it will add to the high-quality development existing in the Town Center. 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. Analysis: Staff finds that this 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. It will allow for the monument signage as permitted in all other non-residential districts. 7. The proposed development plan is compatible and harmonious with the surrounding neighborhood. 1675 PUBLIC HEARINGS AGENDA ITEM | MONDAY, MAY 12, 2025 , | PAGE 15 OF 18 Analysis: Staff finds that the proposed monument plan is compatible and harmonious with the surrounding neighborhood. It is similar in size and aesthetic style to other monument signs in the Town Center District. 8. Whether the applicant has agreed to execute a binding development agreement required by the 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 has agreed to execute a binding development agreement required by the City to incorporate the terms and conditions deemed necessary by the City Commission. Waiver IV: A waiver to the requirement of the Town Center District Code, Sec. 20- 234(11) to allow the proposed rear of the quick serve restaurant with drive-thru building face State Road 434. Waiver Review 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. Analysis: Staff finds that although not permitted by right in the Town Center District, the queuing of the drive-thru is crucial to the business and requires a specific length to ensure that the queuing of customer vehicles will not negatively impact onsite circulation and traffic patterns of abutting development or roadways. To prevent circulation conflict and meet the queuing requirement, the building needs to be oriented in the configuration shown on the site plan and updated building elevation. This configuration does have the rear of the building facing SR434. In consideration of LDC T-5 Town Center, the rear building elevation will be designed to have a faux frontage element with features such as: windows, faux arch way/door, which are purely for aesthetics, but not functional. This allows for the rear of the building to have architectural design elements that look like a building frontage and is in keeping with SR434 corridor building aesthetic. 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. Analysis: Staff finds that the design of the Sutton Crossing Development incorporated the Town Center District code and existing architectural design elements. 1676 PUBLIC HEARINGS AGENDA ITEM | MONDAY, MAY 12, 2025 , | PAGE 16 OF 18 3. The proposed development plan will significantly enhance the real property. Analysis: Staff finds that the proposed monument signs will enhance the value of the subject property, increasing its commercial marketability. 4. The proposed development plan serves the public health, safety, and welfare. Analysis: Staff finds that the plan services the public health, safety, and welfare. The proposed development will contribute tax revenue, create jobs, and enhance the retail landscape of Winter Springs. 5. The waiver will not diminish property values in or alter the essential character of the surrounding neighborhood. Analysis: Staff finds that the waiver will not diminish property values in or alter the essential character of the surrounding neighborhood. Rather, it will add to the high-quality development existing in the Town Center. 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. Analysis: Staff finds that this 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. Analysis: Staff finds that the proposed rear building elevation, with faux frontage design elements, is compatible and harmonious with the surrounding neighborhood. 8. Whether the applicant has agreed to execute a binding development agreement required by the 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 has agreed to execute a binding development agreement required by the City to incorporate the terms and conditions deemed necessary by the City Commission. Applicable Law, Public Policy, and Events: Florida Statutes 163.2511-163.3246: Growth Policy; County and Municipal Planning; Land Development Regulation (Provides that land development regulations for municipal planning be consistent with the Comprehensive Plan). Home Rule Powers Code of Ordinances City of Winter Springs. Section 20-1. Definitions. 1677 PUBLIC HEARINGS AGENDA ITEM | MONDAY, MAY 12, 2025 , | PAGE 17 OF 18 Fiscal Impact: The Fiscal Impact Report shall be reviewed and approved prior to the project being heard before the City Commission. Development Agreement: The Applicant is currently working with the City Attorney on the Development Agreement for the project. The Development Agreement shall be executed prior to any work on the project covered within this document. The latest draft Development Agreement is enclosed as Figure ”13” hereto. STAFF RECOMMENDATION Staff recommends that the City Commission APPRE subject to the following conditions: 1. Execution of the First Modification to the Development Agreement. 2. Approval of the project is conditioned upon and contingent upon approval of the Sutton Crossings final engineering plans, which provide for access, utilities, and stormwater drainage to the subject site. 3. A small wetland exists on site. Prior to the issuance of a Building Permit, a Saint Johns River Water Management District Environmental Resource Permit regarding this wetland shall be provided. 4. The FDOT-approved Access Connection Permit shall be provided prior to the issuance of a Building Permit. 5. Final Engineering Site Plans must include the pike and pedestrian facilities proposed to satisfy four (4) mobility credits. 6. Prior to the issuance of a Building Permit, please provide a hydrant flow test in accordance with NFPA 291. This test shall be within the last 12 months. 7. All grass areas on the Property shall use Bahia grass. No St. Augustine grass or grass types with low drought tolerance shall be permitted. 8. Any additional conditions from City reviewing departments or the Development Agreement shall be enforceable. Attachments: Figure “1 “- Community Workshop Flyer Figure “2” - Community Workshop Attendance Sheet Figure “3“- Drainage Report for Sutton Crossings 1678 PUBLIC HEARINGS AGENDA ITEM | MONDAY, MAY 12, 2025 , | PAGE 18 OF 18 Figure “4“- Environmental Species and Wetlands Report. Figure “5 “- Sheet C5.0 of the Overall Grading Plan, Suttons Crossings Master Plan Figure “6“, the Phase I Environmental Site Assessment for the Sutton Crossings property. Figure “7”- Traffic Impact Analysis Exhibit “8”- Chick-Fil-A Final Engineering and Development Plan. Exhibit “9”- Replat for Sutton Crossings Exhibit “10”- Phase I Environmental Report Exhibit “11”- Application for Final Engineering and Development Plan Exbibit “12”- Application for Aesthetic Review Exhibit “13” Application for Development Agreement 1679 DEVELOPMENT AGREEMENT City of Winter Springs and Blue Orange Holdings LLC Page 1 of 13 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 FIRST MODIFICATION TO DEVELOPMENT AGREEMENT BLUE ORANGE HOLDINGS, LLC (Chick-fil-a) THIS FIRST MODIFICATION TO DEVELOPMENT AGREEMENT ("Agreement") is made and executed this ______ day of _________________, 2025, by and between the CITY OF WINTER SPRINGS, a Florida Municipal Corporation (“City"), whose address is 1126 East S.R. 434, Winter Springs, Florida 32708, and BLUE ORANGE HOLDINGS, LLC, a Florida limited liability company, (“Developer”) whose address is 3440 Edgewater Drive, Orlando, FL 32804. WITNESSETH: WHEREAS, Blue Orange Holdings, LLC is the owner of approximately 2.3 acres, more or less, of real property located in the W1 Winter Springs tax district, generally located on the Northwest corner of SR 434 and Michael Blake Boulevard, in Winter Springs, Seminole County, Florida, more particularly described herein (“Property”); and WHEREAS, Developer has applied for a Final Engineering/Site Plan Approval, Aesthetic Plan Approval, and Waivers from the City Code in order to construct a Chick-fil-A fast food restaurant with a double drive-through on the Property; and WHEREAS, the Developer, along with EPB Engineering and Construction, LLC, applied for final engineering plan approval and certain waivers to construct the Sutton Crossings shopping center, which provided for the common infrastructure for the Property, including stormwater drainage, utility stub-outs, and access; and WHEREAS, the Developer desires to construct the Chick-fil-A fast food restaurant on the Property as one of the individual sites in the Sutton Crossings shopping center, which is FOR RECORDING DEPARTMENT USE ONLY 1680 DEVELOPMENT AGREEMENT City of Winter Springs and Blue Orange Holdings LLC Page 2 of 13 intended to be constructed simultaneous with the overall Sutton Crossings shopping center and infrastructure; and WHEREAS, pursuant to Chapter 20 Zoning, Article II, Division 1, Section 20-29.1 of the Winter Springs City Code (“City Code”), 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 all Homeowner’s Associations on file within the City of Winter Springs on April 15, 2025, and a Community Workshop for the Project was held on October 15, 2024; and WHEREAS, Section 20-29(c) of the City Code requires that all conditional uses, site plans and waivers 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 consists of tax parcel identification numbers of 26-20-30-5AR-0A00-008D and 26-20-30-5AR-0A00-008H and is legally described in EXHIBIT “A”, attached hereto and fully incorporated herein by this reference (the “Property”). 4.0 Project Description and Requirements. Developer shall, at its expense, design, permit and construct a 5,576-square foot quick service restaurant with a double drive- through and associated parking on the Property (the “Restaurant”), located in the City of Winter Springs Town Center. The supporting infrastructure shall be constructed in accordance with the Sutton Crossings final engineering plans as approved in the original Development Agreement for Sutton Crossings in a single phase and simultaneously with the Restaurant and associated parking. (Hereinafter the project description and requirements are referred to as the “Project”). The Developer shall construct the Project in a manner consistent with the approved Final Engineering/Site Plans, Aesthetic Plans, and Waivers that are on file with the City with the following file numbers and consistent with the requirements contained in this Agreement: 1681 DEVELOPMENT AGREEMENT City of Winter Springs and Blue Orange Holdings LLC Page 3 of 13 File No. FEDP-2024-0003 File No. WAIV-2024-0001 File No. ARV-2024-0003 File No. DVAG-2024-0003 For convenience, a copy of the Overall Site Plan is attached hereto and fully incorporated herein by this reference as EXHIBIT “B.” The City and Developer agree that the Winter Springs Comprehensive Plan, Multimodal Transportation Element, Policy 1.11.3, requires the Developers of the Sutton Crossings project to provide three (3) mobility credits based on the net, new average daily trip generation projected for the Sutton Crossings project, as defined in the original Sutton Crossings Development Agreement, including the Restaurant. In addition, the City and Developer agree that the Winter Springs Comprehensive Plan, Multimodal Transportation Element, Policy 1.11.6, requires new development, regardless of size, to provide operational improvements to the City’s transportation system to mitigate their impacts on the system, to ensure smooth traffic flow, and to aid in the elimination of hazards, which may include contributions to the City’s multimodal system. The Developer has elected to provide a bike rack as a multimodal improvement to satisfy one of the required mobility credits in accordance with the above-referenced Policies. Specific conditions of approval for the above-referenced Plans and Waivers include the following, which are also addressed in the staff report for the Final Engineering/Site Plans, Aesthetic Plans, and Waivers: 1. Approval of the Project is conditioned upon and contingent upon approval of the Sutton Crossings final engineering plans, which provide for access, utilities, and stormwater drainage to the subject site. 2. A small wetland exists on site. Prior to the issuance of a Building Permit, a St. Johns River Water Management District Environmental Resource Permit regarding this wetland shall be provided. 3. An Economic Impact Analysis Report as required by the Town Center Design standards shall be reviewed and approved prior to the project being heard before the City Commission. 4. The FDOT-approved Access Connection Permit shall be provided prior to the issuance of a Building Permit. 5. Prior to the issuance of a Building Permit, please provide a hydrant flow test in accordance with NFPA 291. This test shall be within the last 12 months. 1682 DEVELOPMENT AGREEMENT City of Winter Springs and Blue Orange Holdings LLC Page 4 of 13 6. A minimum of 65 parking spaces, including 3 ADA compliant spaces, shall be provided for the Restaurant with proposed interior seating of 64. This number has been determined as ample parking. 7. All grass areas on the Property shall use Bahia grass. No St. Augustine grass or grass types with low drought tolerance shall be permitted. 5.0 Future Permitting. Developer shall be required to receive building permits and substantially commence vertical construction of buildings, which shall at minimum include building foundations, for the Project within two (2) years of the Effective Date of this Agreement. 6.0 Representations of the Parties. The City and Developer hereby each represent and warrant to the other that it has the power and authority to execute, deliver and perform the terms and provisions of this Agreement and has taken all necessary action to authorize the execution, delivery and performance of this Agreement. This Agreement will, when duly executed and delivered by the City and Developer, constitute a legal, valid and binding obligation enforceable against the parties hereto. Upon recording of this Agreement in the Public Records of Seminole County, Florida, the Agreement shall be a binding obligation upon the Property in accordance with the terms and conditions of this Agreement. Developer represents that it has voluntarily and willfully executed this Agreement for purposes of binding himself and the Property to the terms and conditions set forth in this Agreement. 7.0 Successors and Assigns. This Agreement shall automatically be binding upon and shall inure to the benefit of the City and Developer and their respective successors and assigns. The terms and conditions of this Agreement similarly shall be binding upon the Property, and shall run with title to the same upon being duly recorded against the Property by the City. 8.0 Applicable Law; Venue. This Agreement shall be governed by and construed in accordance with the laws of the State of Florida. The venue of any litigation arising out of this Agreement shall be in Seminole County, Florida or, for federal court actions, in Orlando, Florida. 9.0 Amendments. This Agreement shall not be modified or amended except by written agreement duly executed by both parties hereto (or their successors or assigns) and approved by the City Commission. 10.0 Entire Agreement; Exhibits. This Agreement and all attached exhibits hereto supersede any other agreement, oral or written, regarding the Property and contain the entire agreement between the City and Developer as to the subject matter hereof. The Exhibits attached hereto and referenced herein are hereby fully incorporated herein by this reference. 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. 1683 DEVELOPMENT AGREEMENT City of Winter Springs and Blue Orange Holdings LLC Page 5 of 13 12.0 Effective Date. This Agreement shall become effective upon approval by the City Commission and execution of this Agreement by both parties hereto. 13.0 Recordation. Upon full execution by the Parties, this Agreement shall be recorded in the Public Records of Seminole County, Florida by the City. The Developer shall be responsible for all recording fees associated with this Agreement. 14.0 Relationship of the Parties. The relationship of the parties to this Agreement is contractual and Developer is an independent contractor and not an agent of the City. Nothing herein shall be deemed to create a joint venture or principal-agent relationship between the parties, and neither party is authorized to, nor shall either party act toward third persons or the public in any manner, which would indicate any such relationship with the other. 15.0 Sovereign Immunity. The City intends to avail itself of sovereign immunity and other applicable limitations on City liability whenever deemed applicable by the City. Therefore, notwithstanding any other provision set forth in this Agreement, nothing contained in this Agreement shall be construed as a waiver of the City’s right to sovereign immunity under section 768.28, Florida Statutes, or other limitations imposed on the City’s potential liability under state or federal law. As such, the City shall not be liable under this Agreement for punitive damages or interest for the period before judgment. Further, the City shall not be liable for any claim or judgment, or portion thereof, to any one person for more than two hundred thousand dollars ($200,000.00), or any claim or judgment, or portion thereof, which, when totaled with all other claims or judgments paid by the State or its agencies and subdivisions arising out of the same incident or occurrence, exceeds the sum of three hundred thousand dollars ($300,000.00). 16.0 City's Police Power. Developer agrees and acknowledges that the City hereby reserves all police powers granted to the City by law. In no way shall this Agreement be construed as the City bargaining away or surrendering its police powers. 17.0 Interpretation. The parties hereby agree and acknowledge that they have both participated equally in the drafting of this Agreement and no party shall be favored or disfavored regarding the interpretation to this Agreement in the event of a dispute between the parties. 18.0 Third-Party Rights. This Agreement is not a third-party beneficiary contract and shall not in any way whatsoever create any rights on behalf of any third party. 19.0 Specific Performance and Enforcement. Strict compliance shall be required with each and every provision of this Agreement. The parties agree that failure to perform the obligations provided by this Agreement shall result in irreparable damage and that specific performance of these obligations may be obtained by a suit in equity. The failure to timely comply with any mandatory condition of this Agreement shall further constitute a violation of the City’s Code of Ordinances and shall be subject to enforcement action as described therein including, but not limited to, enforcement before the City’s Code Enforcement Board under Chapter 2, Article III, Division 2. – Code Enforcement. 1684 DEVELOPMENT AGREEMENT City of Winter Springs and Blue Orange Holdings LLC Page 6 of 13 20.0 Attorney's Fees. In connection with any arbitration or litigation arising out of this Agreement, each party shall be responsible for their own attorney’s fees and costs. 21.0 Development Permits. Nothing herein shall limit the City's authority to grant or deny any development permit applications or requests subsequent to the effective date of this Agreement in accordance with the criteria of the City Code and the requirements of this Agreement. The failure of this Agreement to address any particular City, County, State and/or Federal permit, condition, term or restriction shall not relieve Developer or the City of the necessity of complying with the law governing said permitting requirement, condition, term or restriction. Without imposing any limitation on the City’s police powers, the City reserves the right to withhold, suspend or terminate any and all certificates of occupancy for any building, trailer, structure or unit if Developer is in breach of any term and condition of this Agreement. 22.0 Default. Failure by either party to perform each and every one of its obligations hereunder shall constitute a default, entitling the non-defaulting party to pursue whatever remedies are available to it under Florida law or equity including, without limitation, termination of this Agreement, an action for specific performance, and/or injunctive relief. Prior to any party filing any action as a result of a default under this Agreement, the non-defaulting party shall first provide the defaulting party with written notice of said default. Upon receipt of said notice, the defaulting party shall be provided a thirty (30) day opportunity in which to cure the default to the reasonable satisfaction of the non-defaulting party prior to filing said action. 23.0 Termination. The City shall have the unconditional right, but not obligation, to terminate this Agreement, without notice or penalty, if Developer fails to receive building permits and substantially commence vertical construction of buildings, which shall at minimum include building foundations, for the Project within two (2) years of the effective date of this Agreement. The Developer may apply to the City Commission for an extension of this Agreement, which may be granted upon good cause shown. In addition, the City shall have the right, but not obligation, to terminate the Agreement if Developer permanently abandons construction of the Project, provided, however, the City shall first deliver written notice and an opportunity to cure to the defaulting party as set forth in Section 22 above. If the City terminates this Agreement, the City shall record a notice of termination against the Property in the public records of Seminole County, Florida. 24.0 Indemnification and Hold Harmless. Developer shall be solely responsible for designing, permitting, constructing, operating and maintaining this Project. As such, Developer hereby agrees to indemnify, release, and hold harmless the City and its commissioners, employees and attorneys from and against all claims, losses, damages, personal injuries (including, but not limited to, death), or liability (including reasonable attorney’s fees and costs through all appellate proceedings), directly or indirectly arising from, out of, or caused by Developer and Developer’s contractor’s and subcontractor’s performance of design, permit and construction, and maintenance activities in furtherance of constructing the Project and maintaining the improvements of this Project. This indemnification shall survive the termination of this Agreement. 1685 DEVELOPMENT AGREEMENT City of Winter Springs and Blue Orange Holdings LLC Page 7 of 13 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 reasonable 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. 26. Notice. Whenever either party desires to give notice to the other, notice shall be sent by hand delivery or certified mail, return receipt requested, and shall be sent to: For the City: City Manager City of Winter Springs 1126 East S.R. 434 Winter Springs, Florida 32708 With additional notice to: Anthony A. Garganese, City Attorney Garganese, Weiss, D’Agresta & Salzman, P.A. 111 N. Orange Avenue, Suite 2000 Orlando, FL 32802 For Developer: Blue Orange Holdings, LLC Attn: John W. McMillan, Jr. 3440 Edgewater Drive Orlando, Florida 32804 Phone: (407) 509-7098 Email: wessmcmillan@centralfloridaace.com With additional notice to: Nick Asma, Esquire 1686 DEVELOPMENT AGREEMENT City of Winter Springs and Blue Orange Holdings LLC Page 8 of 13 Asma & Asma, P.A. 886 South Dillard Street Winter Garden, Florida 34787 Either party may freely modify their respective contact person and address contained in this Paragraph by providing written notice of the modification to the other party. Any Notice given as provided herein shall be deemed received as follows: if delivered by personal service, on the date so delivered; and if mailed, on the third business day after mailing. 27.0 Assignment. Prior to completing the construction of the Project and reaching final build-out of the Project, Developer shall not assign this Agreement without the prior written consent of the City which consent shall not be unreasonably withheld, conditioned or delayed. . Such assignment shall require the written approval of the City by amendment to this Agreement, which shall not require a public hearing and shall not be unreasonably withheld. However, Developer shall be entitled to assign its rights and obligations under this Agreement to a parent, subsidiary, or affiliated entity in which Developer or its members are members or interest holders without City consent, provided that the City is given notice of such assignment in accordance with Section 26.0 herein. Any assignment authorized by this subparagraph shall require the assignee to be a formal signatory to this Agreement and fully assume all of Developer’s obligations, commitments, representations, and warranties under this Agreement. In any assignment, the rights and obligations contained herein shall be binding on successors in interest to the Property, and the terms and conditions of this Agreement shall bind and inure to the benefit of the parties hereto and any respective successors and assigns. IN WITNESS WHEREOF, the parties have hereunto set their hands and seal on the date first above written. CITY OF WINTER SPRINGS By: Kevin McCann, Mayor ATTEST: By: Christian Gowan, City Clerk CITY SEAL APPROVED AS TO FORM AND LEGALITY For the use and reliance of the City of Winter Springs, Florida only. Date: By: Anthony A. Garganese, City Attorney for the City of Winter Springs, Florida 1687 DEVELOPMENT AGREEMENT City of Winter Springs and Blue Orange Holdings LLC Page 9 of 13 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 ____________________________________________ BLUE ORANGE HOLDINGS, LLC, a Florida limited liability company Print name: ________________________ Title:_____________________________ Date: _____________________, 2025 STATE OF COUNTY OF The foregoing instrument was acknowledged before me by means of (___) physical presence or (___) online notarization, this ______ day of ___________, 2025, by____________________, the __________________of BLUE ORANGE HOLDINGS, LLC, a limited liability company, on behalf of the company, 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 1688 DEVELOPMENT AGREEMENT City of Winter Springs and Blue Orange Holdings LLC Page 10 of 13 (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. 1689 DEVELOPMENT AGREEMENT City of Winter Springs and Blue Orange Holdings LLC Page 11 of 13 EXHIBIT A PROPERTY LEGAL DESCRIPTION Parcel Identification Numbers: 26-20-30-5AR-0A00-008D and 26-20-30-5AR-0A00-008H (Blue Orange Property) 1690 DEVELOPMENT AGREEMENT City of Winter Springs and Blue Orange Holdings LLC Page 12 of 13 1691 DEVELOPMENT AGREEMENT City of Winter Springs and Blue Orange Holdings LLC Page 13 of 13 EXHIBIT B OVERALL SITE PLAN 1692 16 9 3 16 9 4 16 9 5 16 9 6 16 9 7 16 9 8 16 9 9 17 0 0 17 0 1 X 17 0 2 x 17 0 3 17 0 4 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 incompleteapplicationwillnotbeprocessedandwillbereturnedtotheapplicant.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. 1705 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? “”– “”“” ’ ’ ——’ 1706 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 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? ’ — —— ’“ –’ ’ ’ ’ ’ ——’ 1707 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 1708 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). 1709 1710 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. 1711 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? Waiver - Streetscape EPB Engineering & Construction, PLLC and Blue Orange Holdings 3/21/2025 PO Box 1013 Oakland Fl. 34760 wessmcmillan@centralfloridaace.com 407-509-7098 EPB Engineering & Construction, PLLC and Blue Orange Holdings, LLC PO Box 1013 Oakland Fl. 34760 wessmcmillan@centralfloridaace.com 407-509-7098 Sutton Crossings Development Raw Land Near West of intersection of Michael Blake Blvd and SR434 and East of intersection of Michael Blake Blvd and Tuskawilla Rd 01213050100000010 , 2620305AROA00008D, 2620305AROA00008H 6.2 Acres Raw Land - TC-5 Zoning - Commercial/Retail Waiver - Monument signs We are requesting a waiver from the City of Winter Springs to allow two monument signs along the SR 434 frontage for Chick-fil-A. Although monument signs are not typically permitted in the Town Center overlay, Sec. 20-327.1 allows them by waiver along SR 434. Per Sec. 20-327.1. Free standing monument signs are permitted by waiver along State Road 434 frontage. 1712 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? Waiver - Monument signs The design of the Sutton Crossings Development incorporated the Town Center District code and existing architectural design elements. The proposed development will significantly enhance the real property. The current design features an early learning academy, an Ace Hardware, Tropical Café, a nail salon, a regional bank, and a Chick-fil-A. The proposed development will contribute tax revenue, create jobs, and enhance the retail landscape of Winter Springs. No, the waiver will not diminish property values or alter the essential character of the surrounding neighborhood. Yes, the waiver request is the minimum necessary to eliminate or reduce the illogical, impossible, impractical, or patently unreasonable result caused by the applicable term or condition under Chapter 20 – Zoning. 1713 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 Waiver - Monument signs Yes, the proposed development plan is compatible and harmonious with the surrounding neighborhood. Wess McMillan - Developer, Owner, and Operator for Ace Hardware Marlon Champion - Developer for Chick-fil-a Conceptual site plan, proposed re-plat 1714 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). x x x x x x 1715 02180(17 6,*1 1RUWK/DNH'ULYH /DNH&LW\*$  ZZZFOD\WRQVLJQVFRP6 ,1&1 ( /2&$7,21 $$ · ·µ 723 2) 6,*1 723 2) %$6( (1' 9,(: 6&$/(µ    µ   (/(9$7,21 6&$/(µ    µ · *5$'( $7 6,*1 %$6( ·µ ·   µ ·   µ ·   µ 648$5( )((7 63(&,),&$7,216 6,*1 &$%,1(7 ,6 6,*1 &203(;758'(' &$%,1(7 :,7+ $ 6,*1 &203%/((' )/(; )$&( )5$0( &$%,1(7 ,6 ,17(51$//< ,//80,1$7(' :+,7( /('. /,*+76 63$&(' (9(1/<3$,17 ,17(5,25 2) &$%,1(76 0$77( :+,7( &/26(' 681'$< 3$1(/ ,) 6+2:1 ,6$/805287(' )$&( %$&.(' $&5</,& 5($'(5 %2$5' &$%,1(7 ,) 6+2:1 $/80)$&( 3$1(/ :,7+ 5287(' 23(1,1* )25 5($'(5 %2$5' $1' &23< 5($',1*´&/26(' 681'$<µ $3(5&8 6(17(1&( &$6( %2/' +,1*(' 9$1'$/ &29(5 )5$0( :,7+7+,&. &/($5 32/<&$5%21$7( )$&( :,7+ ,16(7:+,7( 5($'(5 )$&( :,7+ =,3 75$&. 72 $&&2002'$7( :$*1(5 =,3 /(77(5 6(7 7+$7 ,1&/8'(6 )5$1./,1 *27+,& (;75$ &21'(16(' 833(5&$6( /(77(5 6(7 2)&+$5$&7(56 :,7+ 381&78$7,21 0$5.6 0$6215< :25. %< 7+( *(1(5$/ &2175$&725 )281'$7,21 ,6 )851,6+(' %< &/$<721 6,*16,1& 075$16/8&(17 &$5',1$/ 5(' 7(16,21 )5$0( &29(5 72 %( 3$,17(' *(1(6,6 0 6,1*/( 67$*( *6(5,(6 5(' :+,7( %/(('0 3$12*5$3+,& ,,, )/(; )$&( ::+,7( 3/(; 0$6215< 72 0$7&+ %8,/',1* 3$,17(' 0$77+(:6 '$5. %521=(6(0,*/266 6(( (1*,1((5 67$03(' '5$:,1* )25 )281'$7,21 '(7$,/6 &+$1*($%/( 0(66$*( %2$5' ´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ast 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. 1718 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? Waiver - Streetscape EPB Engineering & Construction, PLLC and Blue Orange Holdings 3/21/2025 PO Box 1013 Oakland Fl. 34760 wessmcmillan@centralfloridaace.com 407-509-7098 EPB Engineering & Construction, PLLC and Blue Orange Holdings, LLC PO Box 1013 Oakland Fl. 34760 wessmcmillan@centralfloridaace.com 407-509-7098 Sutton Crossings Development Raw Land Near West of intersection of Michael Blake Blvd and SR434 and East of intersection of Michael Blake Blvd and Tuskawilla Rd 01213050100000010 , 2620305AROA00008D, 2620305AROA00008H 6.2 Acres Raw Land - TC-5 Zoning - Commercial/Retail Waiver - Streetscape We are requesting a waiver from the City of Winter Springs streetscape requirements in Sec. 20-601 to preserve the existing 5-foot sidewalk along SR 434 within FDOT’s right-of-way. Instead of removing the sidewalk, we propose providing the required landscaping in the existing green space, maintaining the full 27-foot streetscape depth while minimizing unnecessary disturbance The current conditions include a 3-foot landscape area, a 5-foot sidewalk, and a 19-foot landscape and treescape area, which together meet the required 27-foot streetscape depth. Rather than removing and reconstructing the existing 5-foot sidewalk to meet the city’s required 5-foot landscape area, 6-foot sidewalk, and 16-foot landscape area. we propose to provide the required landscaping within the existing green space. This maintains the functional sidewalk, minimizes unnecessary disturbance, and achieves the intended streetscape aesthetic and buffering objectives. 1719 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? Waiver - Streetscape The design of the Sutton Crossings Development incorporated the Town Center District code and existing architectural design elements. The proposed development will significantly enhance the real property. The current design features an early learning academy, an Ace Hardware, Tropical Café, a nail salon, a regional bank, and a Chick-fil-A. The proposed development will contribute tax revenue, create jobs, and enhance the retail landscape of Winter Springs. No, the waiver will not diminish property values or alter the essential character of the surrounding neighborhood. Yes, the waiver request is the minimum necessary to eliminate or reduce the illogical, impossible, impractical, or patently unreasonable result caused by the applicable term or condition under Chapter 20 – Zoning. 1720 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 Waiver - Streetscape Yes, the proposed development plan is compatible and harmonious with the surrounding neighborhood. Wess McMillan - Developer, Owner, and Operator for Ace Hardware Marlon Champion - Developer for Chick-fil-a Conceptual site plan, proposed re-plat 1721 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). x x x x x x 1722 FO R C O N C R E T E PA V I N G SITE PLAN DESIGN NOTES & KEY PLAN FREE-STANDING OUTSIDE MEAL DELIVERY CANOPY FREE-STANDING ORDER POINT CANOPY TYPICAL LOCATION FOR OUTDOOR TABLES (REFER TO ARCH PLANS) LANDSCAPED AREA BIKE RACK PROPOSED TRANSFORMER GREASE TRAP DRIVE-THRU CLEARANCE BAR (REFER TO SIGNAGE PACKAGE) ALUMINUM HANDRAIL (REFER TO ARCH PLANS) STORM STRUCTURE WEEP HOLE DETAILS THICKENED PAVEMENT @ STRUCTURES CLEAN-OUT (OUTSIDE OF BUILDING) SCREENED REFUSE ENCLOSURE (REFER TO ARCH PLANS FOR ADDITIONAL DETAILS) DIRECTIONAL ARROW PAINTED HANDICAP PARKING SYMBOL DRIVE-THRU GRAPHICS STOP BAR GRAPHIC CROSSWALK MARKINGS MULTI-LANE DIRECTIONAL GRAPHICS STANDARD OR HANDICAP PARKING STALL PER CODE 4" SOLID WHITE STRIPING 4" SOLID YELLOW STRIPING 4" SKIP DASH YELLOW STRIPING SOLID PLASTIC WHEEL STOP BOLLARD MOUNTED SIGN CURB RAMP w/ SHORT FLARED SIDES (GRASSED AREAS) CURB RAMP w/ FLARED SIDES (IN SIDEWALK) RETURNED CURB HANDICAP RAMP SIDEWALK ACCESSIBLE RAMP DETECTABLE WARNING DEVICE PROP FIRE HYDRANT CONCRETE SIDEWALK CONCRETE SIDEWALK w/ CURB & GUTTER ENTRY DOOR FROST SLAB DETAIL CONCRETE BOLLARD CONCRETE CURB & GUTTER SPILLING CURB & GUTTER CATCHING CURB & GUTTER DEPRESSED SPILLING CURB & GUTTER DEPRESSED CATCHING CURB & GUTTER SPILLING GUTTER SECTION AT ACCESSIBLE RAMP CATCHING GUTTER SECTION AT ACCESSIBLE RAMP MOUNTABLE CURB & GUTTER LANDSCAPE & IRRIGATION PROTECTOR TYPICAL HMAC PAVEMENT SECTION AREA LIGHT AND POLE (REFER TO LIGHTING PLAN BY OTHERS) CONCRETE PAVEMENT DRIVE-THRU LANE CONCRETE APRON AT TRASH ENCLOSURE PAVEMENT EDGE DETAIL (START & END OF DRIVE-THRU LANES) CONCRETE PAVEMENT SECTIONS TRANSVERSE & LONGITUDINAL CONTRACTION JOINT TRANSVERSE & LONGITUDINAL DOWELED CONSTRUCTION JOINT CONTRACTION JOINT KEYED CONSTRUCTION JOINT LONGITUDINAL BUTT JOINT EXPANSION JOINT DRIVE-THRU PLAN - FLUSH WITH FFE DRIVE-THRU ISOMETRIC DRIVE-THRU ORDER POINT ISLAND MENU BOARD LOOP DETECTION SYSTEM BUILDING DOWNSPOUT CONNECTION (TO SITE DRAINAGE SYSTEM) CANOPY DOWNSPOUT CONNECTION (TO SITE DRAINAGE SYSTEM) 1A C-400 1B C-400 2A C-400 2B C-400 3 C-400 4 C-400 5 C-400 6 C-400 7 C-400 8 C-400 9 C-400 10 C-400 1 C-401 2 C-401 3 C-401 4 C-401 5 C-401 6 C-401 7 C-401 8 C-401 9 C-401 C-402 1 C-402 3 C-402 4 C-402 5 C-402 6 C-402 7 C-402 9 C-402 10 C-402 11 C-402 12 C-403 1 C-403 2 C-403 3 C-403 4 C-403 7 C-403 8 C-403 9 C-403 10 NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED CONCRETE PAD FOR OPTIONAL CASH STATION NOT USED NOT USED NOT USED NOT USED LANDSCAPE & IRRIGATION PROTECTOR NOT USED PROPOSED MONUMENT SIGN (A WAIVER WILL BE SUBMITTED AS PART OF SIGNAGE PERMIT) PROPOSED CONCRETE FLUME PROP TYPE "D" CURB (PER FDOT INDEX 520-001) PROP TYPE "F" CURB (PER FDOT INDEX 520-001) PROP DROP CURB (PER FDOT INDEX 520-001) PROP CROSSWALK STRIPING (PER FDOT INDEX: 711-001) PROP CURB RAMP (PER FDOT INDEX: 522-002) PROP 6" DOUBLE YELLOW (PER FDOT INDEX: 711-001) PROP EDGE OF NEW ASPHALT 1A 1B 2A 2B 3 4 5 5A 5B 5C 6 7 8 9 10 11 12 13 14 15 16 17 18 18A 18B 18C 18D 18E 18F 18G 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 PROP 50' X 12' LOADING ZONE62 PROP PROPERTY LINE PROP ACE HARDWARE BUILDING INDOOR 9,893 SF FFE = 44.86 OUTDOOR GARDEN COVERED AREA 6,163 SF TOTAL OUTDOOR SPACE INFRASTRUCTURE IMPROVEMENT COMPLETED BY LANDLORD PER CONSTRUCTION PLANS FOR SUTTON CROSSINGS IN S 36, T 21 S, R 31 E (GC TO FIELD VERIFY EX. GRADES, UTILITY LOCATIONS AND DEPTHS) T M E T E R WV WVWV FD C WV METER D MICHAEL BLAKE BLVD. E . S T A T E R O A D 4 3 4 6 4 5 6 7 3 6 12 8 8 18' 1 0 ' L A N D S C A P E B U F F E R 24' 20' 24' 20' 9' 9'2 4 ' 2 5 ' 1 0 ' 1 0 ' 6' 2' 1 0 ' 3' 1 0 ' 18' 272' 546' 1 2 ' 9' 9' 12' 9' 10' 3' 10' 10' LANDSCAPE BUFFER AND BUILDING SETBACK 2 5 ' B U I L D I N G S E T B A C K 18' 24' 18' 3' 25' R 18'R 159.3'R 134.3'R 20 ' R 22 ' R 20'R 20'R 4' R 127'R 2'R 80'R 5'R 9'9' 26 ' 10'R 9' 3 ' R 15'R 2' 8'R 8'R 50.6 ' 1 5 ' R 5.5'R 1 5 ' R 25'R 3 0 ' 44 1A 1A 1A 1A 1B 2A 2B 2B 2B 3 55 5 5 5 5 5A 5A 5A 5A 5A 9 9 9 A 12 15 14 23 24 24 33 34 35 36 37 3848 48 48 48 48 48 48 50 51 37 37 47 43 3 2B3 15 22 BA BA D E I E E E 22 32 10 12 12 10 B C G 1A 1A 1A E 52 52 52 52 2B 48 14 1A 39 45 46 41 41 41 41 41 18A 1B 18A 18A 18A 18A 18A 18A 18A 18A 18B 18B 18B 18B 53 53 52 52 52 52 52 39 41 D 10 12 12 12 12 10 10 10 36 54 PRO P L O T L I N E PR O P L O T L I N E PRO P L O T L I N E PR O P L O T L I N E 25'R 2 5 ' R 25 ' R 25 ' R 55 56 57 58 E 59 59 2B 60 24' 39 39 4 2 . 7 ' 10' 10 ' S I G H T D I S T A N C E T R I A N G L E ( D L = 6 6 0 ) E 1 8 ' J 35 ' R 2B E 61 61 2B E 1 0 . 5 ' 1 3 ' 1 2 . 8 ' 1 0 . 2 ' 16.1 ' 16.4 ' 17' 19.9 ' 1 1 . 9 ' 18 ' PROP 24' CROSS ACCESS EASEMENT 1A 1A 2B K K D 1 2 3 . 1 8 ' P14-LE-BS 5,576 SF 64 SEATS 65 PARKING SPACES FFE = 45.00 44.8 0 ' 3.9' 12 5 0 ' 12' 62 LANDSCAPE AND STREETSCAPE AREA FOR CANOPY TREES AND STREET FURNISHING PER SECTION 20-601 (A WAIVER WILL BE SUBMITTED AS PART OF THE STRREETSCAPE AREA) 1 0 ' 5'3' 19.9 ' 5'3' S S S WV WV WV WV 15' CITY SAN EASEMENT 10 ' S T M EA S E M E N T S WV WV FDC PROP 10' UTILITY EASEMENT (TO BE DEDICATED TO CITY OF WINTER SPRINGS) $XXX FINE PARKING RESERVED SIGN LEGEND ** CONTRACTOR TO REFER TO THE SIGNAGE PACKAGE FOR PLACEMENT AND SPECIFICATIONS OF ALL SIGNS ** HANDICAP PARKING SIGN (SEE SIGNAGE PACKAGE) R7-8; 12" X 18" (TYP.) HANDICAP PARKING FINE SIGN (SEE SIGNAGE PACKAGE) 6" X 12" (TYP.) "VAN ACCESSIBLE" SIGN (SEE SIGNAGE PACKAGE) R7-8P; 6" X 12" (TYP.) "DO NOT ENTER" SIGN (SEE SIGNAGE PACKAGE) R5-1; 24" X 24" (TYP.) STOP SIGN (SEE SIGNAGE PACKAGE) R1-1; 30" X 30" (TYP.) CFA PEDESTRIAN CROSSING SIGN (SEE SIGNAGE PACKAGE) FLAG POLE (SEE SIGNAGE PACKAGE) CFA MONUMENT OR PYLON SIGN DIGITAL DRIVE-THRU MENU BOARDS "RESTAURANTS" AND "NO PARKING" LABEL ON FDC W/ YELLOW STRIPING ON CURB "DRIVE-THROUGH ENTRANCE ONLY" SIGN (SEE SIGNAGE PACKAGE) A B C D E F G H I J K THIS PLAN TO BE UTILI=ED FOR SITE LAYOUT PURPOSES ONLY H:\2023\FLA230280.00\ENGINEERING\CAD\DRAWINGS\PLAN SETS\P-CIVL-SITE-FLA230280.00-0.DWG PRINTED BY: LSHAKES 3.21.25 @ 9:38 AM LAST SAVED BY: LSHAKES STORE SHEET : : : : :CHECKED BY JOB NO. DRAWN BY DATE STORE 80% SUBMITTAL FOR CONSTRUCTION PRELIMINARY SHEET TITLE DWG EDITION 02.4 CAD ID : P14-LE-XP - TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S BO H L E R 600 N. WESTSHORE BLVD. SUITE 950 TAMPA, FLORIDA 33609 Phone:(813) 812-4100 Fax:(813) 812-4101 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 05/21/2024 #05814 FLA230280.00 X KK RI #05814 WINTER SPRINGS E SR 434 & MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 CITY OF WINTER SPRINGS 1 2 3 4 REVISION 4 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 08/06/2024 FDOT DRAINAGE COMMENTS RI KK 10/24/2024 CITY OF WINTER SPRINGS COMMENTS LS/RI KK 02/03/2024 CITY OF WINTER SPRINGS COMMENTS LS/RI KK/KM 03/18/2025 CITY OF WINTER SPRINGS LS/RI WG 03/18/2025 THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY KYLE STEVEN MOREL, PE, ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. C-201 SITE SITE LAYOUT PLAN LEGEND EX. PROPERTY LINE PROP. PARKING COUNT PROP. SIGN PROP. CONCRETE SIDEWALK PROP. BUFFER PROP. SETBACK PROP. BUILDING ENTRANCES # PROP. DRIVE-THRU CONCRETE PROP. HEAVY DUTY CONCRETE EX. ADJACENT PROPERTY LINE PROP. PROPERTY LINE EX. ROADWAY C/L W E S NA D 8 3 NA D 8 3 1"=30' 0 307.51530 SITE NOTES: 1.THE PROPOSED ACTIVITIES SHALL COMPLY WITH CITY OF WINTER SPRINGS DEVELOPMENT REGULATIONS (LATEST EDITION) INCLUDING THE TREE AND LANDSCAPE CODE, STORM WATER MANAGEMENT REGULATIONS, AND FIRE CODES AT THE TIME OF PERMITTING. 2.SIDEWALKS TO BE PROVIDED AND BUILT IN ACCORDANCE WITH F.D.O.T. AND CITY OF WINTER SPRINGS LAND DEVELOPMENT REGULATIONS (LATEST EDITION). ALL PROPOSED SIDEWALKS SHALL MEET ADA REQUIREMENTS. 3.ALL DIMENSIONS ARE SHOWN AT FACE OF CURB, UNLESS OTHERWISE NOTED. B/C INDICATES DIMENSION IS TO BACK OF CURB. 4.ALL RADII DIMENSIONS ARE 3' AT THE FACE OF CURB UNLESS OTHERWISE NOTED. 5.FREE STANDING SIGNAGE SHOWN ONLY FOR REPRESENTATIONAL PURPOSES, AND SHALL BE PERMITTED SEPARATELY. 6.A RIGHT-OF-WAY PERMIT WILL BE REQUIRED FOR ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY. SPECIFIC STIPULATIONS OR CONDITIONS WILL BE IMPOSED AT THE TIME OF PERMIT APPLICATION. 7.CONSTRUCTION PLAN APPROVAL DOES NOT EXEMPT THE CONTRACTOR FROM OBTAINING THE REQUIRED BUILDING, ELECTRICAL, PLUMBING, AND MECHANICAL PERMITS. THESE INCLUDE BUT ARE NOT LIMITED TO ANY STRUCTURE, SIGN, WALL, ENCLOSURE, OR SCREENING, ETC. 8.IN THE EVENT THE PROJECT IS TERMINATED PRIOR TO CONSTRUCTION COMPLETION, THE PROJECT SHALL BE BROUGHT TO GRADE, SEEDED, AND ALL DEBRIS AND MATERIALS SHALL BE HAULED OFF-SITE AND DUMPED AT A STATE OF FLORIDA APPROVED FACILITY. 9.ANY DAMAGED SIDEWALK OR CURB WITHIN THE F.D.O.T. RIGHT-OF-WAY SHALL BE REMOVED AND REPLACED. 10.ALL DISTURBED AREAS WITHIN THE F.D.O.T. RIGHT-OF-WAY WILL BE SODDED. 11.STANDARD INDICES REFER TO THE LATEST VERSION OF F.D.O.T. "ROADWAY AND TRAFFIC DESIGN STANDARDS." 12.NO LANE CLOSURES ARE ALLOWED BETWEEN 5:00 A.M. AND 7:30 P.M. THE F.D.O.T. RESERVES THE RIGHT TO REQUIRE DIFFERENT HOURS OF LANE CLOSURE. ALL LANE CLOSURES MUST BE APPROVED BY THE DEPARTMENT AT LEAST TWO WEEKS PRIOR TO THE LANE CLOSURE IN ACCORDANCE WITH THE DISTRICT LANE CLOSURE POLICY. 13.ALL POTABLE WATER, RECLAIMED WATER, AND SANITARY SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE APPROVED CONSTRUCTION PLAN. 14.FDEP WATER AND WASTEWATER PERMITS MUST BE OBTAINED PRIOR TO BEGINNING CONSTRUCTION. 15.PROPER DOCUMENTATION FOR ALL PUBLIC UTILITY EASEMENTS SHALL BE PROVIDED TO THE PROPERTY MANAGEMENT DEPARTMENT PRIOR TO CERTIFICATE OF COMPLETION. 16.UTILITY RECORD DRAWINGS ARE REQUIRED PRIOR TO PLACING THIS WATER AND WASTEWATER FACILITIES INTO SERVICE. PLEASE SEE THE ADDITIONAL INFORMATION SECTION FOR INSTRUCTIONS. RIGHT-OF-WAY NOTES: 1.A RIGHT-OF-WAY USE PERMIT WILL BE REQUIRED FOR ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY. SPECIFIC STIPULATIONS OR CONDITIONS WILL BE IMPOSED AT THE TIME OF PERMIT APPLICATION. 2.ALL AREAS WITHIN THE COUNTY OR F.D.O.T. RIGHT-OF-WAY DISTURBED THROUGH THE COURSE OF CONSTRUCTION WILL BE RE-GRADED AND SODDED. 3.IT SHALL BE THE DEVELOPER'S RESPONSIBILITY TO PROTECT ALL COUNTY OR F.D.O.T. OWNED AND/OR MAINTAINED INFRASTRUCTURE. ANY/ALL COSTS ASSOCIATED WITH ALTERATIONS, RELOCATIONS, OR REPAIRS MADE NECESSARY BY THIS DEVELOPMENT SHALL BE BORNE BY EITHER THE OWNER, DEVELOPER, AND/OR CONTRACTOR. SPLICES IN THE FIBER OPTIC CABLE, SIGNALIZATION OR ROADWAY LIGHTING CONDUCTORS, OR THE ADDITION OF ADDITIONAL PULL/JUNCTION BOXES WILL NOT BE PERMITTED. IN THE EVENT A CABLE IS CUT, DAMAGED, OR REQUIRES RELOCATION, THE CABLE(S) SHALL BE RESTORED BACK TO THE ORIGINAL CONFIGURATION. ORIGINAL CONFIGURATION IS DEFINED AS SYSTEM STATUS, LAYOUT, AND DESIGN PRIOR TO ANY WORK COMMENCING. 4.FOR UTILITIES TO BE RELOCATED BY THE UTILITY PROVIDER, CONTRACTOR SHALL COORDINATE DEMOLITION SCHEDULE WITH UTILITY PROVIDERS. DEMOLITION OF SIDEWALKS AND DRIVEWAYS SHALL OCCUR PRIOR TO UTILITY RELOCATIONS. 5.ALL PAINT WITHIN THE STATE RIGHT-OF-WAY (R\W) SHOULD BE THERMOPLASTIC. 6.SIGNS WITHIN THE STATE RIGHT-OF-WAY (R\W) NEEDS TO BE MOUNTED TO ROUND ALUMINUM COLUMN (POST). ADA ACCESSIBILITY NOTES: 1.ALL HANDICAPPED PARKING SPACES AND ACCESS AISLES ADJACENT TO THE HANDICAP PARKING SPACES SHALL HAVE A MAXIMUM OF 2% SLOPE IN ALL DIRECTIONS (THIS INCLUDES RUNNING SLOPE AND CROSS SLOPE). 2.AN ACCESSIBLE ROUTE FROM THE PUBLIC STREET OR SIDEWALK TO ALL BUILDING ENTRANCES MUST BE PROVIDED. THIS ACCESSIBLE ROUTE SHALL BE A MINIMUM OF 60" WIDE. THE RUNNING SLOPE OF AN ACCESSIBLE ROUTE SHALL NOT EXCEED 5% AND THE CROSS SLOPE SHALL NOT EXCEED 2%. 3.SLOPES EXCEEDING 5% BUT LESS THAN 8% WILL REQUIRE A RAMP AND MUST CONFORM TO THE REQUIREMENTS FOR RAMP DESIGN (HANDRAILS, CURBS, LANDINGS). NO RAMP SHALL EXCEED AN 8% RUNNING SLOPE OR 2% CROSS SLOPE. 4.IN THE CASE THAT A NEW SIDEWALK WILL BE CONSTRUCTED IN THE ROW OF A SITE, THE RUNNING SLOPE OF THE SIDEWALK SHALL NOT EXCEED 5% AND THE CROSS SLOPE SHALL NOT EXCEED 2%. THIS STANDARD APPLIES TO CROSS WALKS IN THE DRIVEWAY AS WELL AND WILL REQUIRE SPECIAL ATTENTION DURING STAKING TO MAKE SURE THE 2% CROSS SLOPE IS MET IN THE CROSS WALK. 5.IT WILL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO ENSURE THAT THE HANDICAP PARKING SPACES, ACCESSIBLE ROUTES, AND SIDEWALKS/CROSSWALKS ARE CONSTRUCTED TO MEET ADA REQUIREMENTS. 6.ANY REQUIREMENTS LISTED ABOVE THAT CAN NOT BE MET SHALL BE BROUGHT TO THE ENGINEER’S ATTENTION IMMEDIATELY. ANYTHING NOT BUILT TO THE ABOVE STANDARDS WILL REQUIRE REMOVAL AND REPLACEMENT OF THE NON COMPLIANT AREAS AT THE GENERAL CONTRACTORS COST. SITE DATA PARCEL ID/FOLIO NUMBER 26-20-30-5AR-0A00-008D, 26-20-30-5AR-0A00-008H, 01-21-30-501-0000-0010 SITE ADDRESS E SR 434 & MICHAEL BLAKE RD JURISDICTION CITY OF WINTER SPRINGS ZONING (T-C) TOWN CENTER & T5 (URBAN CENTER ZONE) FUTURE LAND USE FLU: TOWN CENTER DISTRICT EXISTING LAND USE UNDEVELOPED PROPOSED LAND USE QUICK SERVICE RESTAURANT FEMA ZONE ZONE X PROPOSED INDOOR SEATING COUNT 70 SEATS PROPOSED OUTDOOR SEATING COUNT 0 SEATS TOTAL PROJECT AREA 1.66 ACRES EXISTING GREEN SPACE 1.62 AC (70,816 SF, 97%) EXISTING POND AREA .04 AC (1595 SF, 3%) EXISTING TOTAL IMPERVIOUS AREA 0 AC (0 SF, 0%) PROPOSED GREEN SPACE 0.34 AC (14,910 SF, 20%) PROPOSED POND AREA 0 AC (0 SF, 0%) PROPOSED TOTAL IMPERVIOUS AREA 1.32 AC (57,501 SF, 80%) PROPOSED BLDG. AREA 0.13 AC (5,576 SF, 10%) PROPOSED VUA AREA 0.85 AC (37,091 SF, 64%) PROPOSED OTHER IMPERVIOUS AREA 0.34 AC (14,834 SF, 26%) PARKING CALCULATIONS (10'X20') REG. PARKING SPACES PROVIDED 62 SPACES TOTAL (12'X20') ADA SPACES PROVIDED 3 SPACES TOTAL SPACES PROVIDED 65 SPACES REQUIRED PARKING SPACES 58 SPACES (4 SPACES PER ESTABLISHMENT + 1 SPACE PER 100 SF GFA) REQUIRED BICYCLE PARKING 0 SPACES PROVIDED BICYCLE PARKING 2 SPACES BUILDING SETBACKS NORTHWEST 0' NORTHEAST (SR 434)25' (SR 434) SOUTHEAST MICHAEL BLAKE BLVD 10' (MICHAEL BLAKE BLVD) WEST 0' LANDSCAPE BUFFER REQUIREMENTS NORTHWEST 0' NORTHEAST (SR 434)10' SOUTHEAST MICHAEL BLAKE BLVD 10' WEST 0' FDOT NOTES: 1.ALL CONSTRUCTION IN THE FDOT ROW SHALL CONFORM TO THE LATEST EDITIONS OF THE FDOT DESIGN STANDARD PLANS (INDEXES), THE FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, AND THE FDOT UTILITY ACCOMMODATION MANUAL 1 1 WINTER SPRINGS FIRE NOTES: 1.AT MINIMUM, A CLASS 5 CONTRACTOR IS REQUIRED TO INSTALL FIRE LINES. FIRE LINES SHALL BEGIN AT THE POINT IN WHICH THE PIPING IS USED EXCLUSIVELY FOR FIRE PROTECTION AND END AT A POINT 1' ABOVE THE FINISHED FLOOR. 2.THE FIRE LINE FOR SPRINKLED BUILDINGS STARTS AT THE DOUBLE DETECTOR CHECK VALVE. 3.NO OTHER WATER CONNECTION SHALL BE OFF OD THE FIRE LINE. 4.THE FIRE DEPARTMENT CONNECTION SHALL BE WITHIN 100' OF THE FIRE HYDRANT IS STANDPIPE SYSTEM IS PROVIDED. 5.THE ONLY VALVE ALLOWED IN THE FDC LINE IS A CHECK VALVE. 6.ALL FIRE LINES SHALL BE INSPECTED BY THE FIRE INSPECTION DEPARTMENT BEFORE BEING COVERED. 7.FIRE DEPARTMENT ACCESS ROADS PROVIDED AT THE START OF THE PROJECT SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION (NFPA 1, 16.1.4). 8.A SECOND ENTRANCE/EXIT MIGHT BE REQUIRED PER AHJ IF THE RESPONSE TIME FOR EMERGENCY IS EXCEEDED PER NFPA 1, SECTION 18.2.3.3 MULTIPLE ACCESS ROADS. 9.A WATER SUPPLY FOR FIRE PROTECTION, EITHER TEMPORARY OF PERMANENT, SHALL BE MADE AVAILABLE AS SOON AS COMBUSTIBLE MATERIAL ACCUMULATES. THIS APPLIES TO BOTH COMMERCIAL AND RESIDENTIAL DEVELOPMENTS (NFPA 1, 16.5.3.1) 10.WHERE UNDERGROUND WATER MAINS AND HYDRANTS ARE TO BE PROVIDED, THEY SHALL BE INSTALLED, COMPLETED, AND IN SERVICE PRIOR TO CONSTRUCTION WORK. (NFPA 1, 16.4.3.1.3) 11.FIRE FLOW TESTING SHALL BE PERFORMED IN ACCORDANCE WITH NFPA 291, RECOMMENDED PRACTICE FOR FIRE FLOW TESTING. 12.A 36'' CLEAR SPACE SHALL BE MAINTAINED AROUND THE CIRCUMFERENCE OF FIRE HYDRANTS AND A CLEAR SPACE OF NOT LESS THAN 60'' (1524 MM) SHALL BE PROVIDED IN FROM OF EACH HYDRANT CONNECTION HAVING A DIAMETER GREATER THAN 2.5'' (NFPA 1, 18.5.7) 13.HYDRANT SHALL BE MARKED WITH A BLUE REFLECTOR THAT IS PLACED 6'' IN THE ROADWAY IN ACCORDANCE WITH NFPA 1, CHAPTER 18.5.10 14.ACCESS TO GATED SUBDIVISIONS OR DEVELOPMENTS SHALL PROVIDE FIRE DEPARTMENT ACCESS THROUGH AN APPROVED SOS AND SEMINOLE COUNTY KNOX KEY SWITCH (NFPA 1, 18.2.3.4.3) FIRE TRUCK PARAMETERS 15.FIRE DEPARTMENT ACCESS ROADS SHALL HAVE AN UNOBSTRUCTED WIDTH OF NOT LESS THAN 20' IN ACCORDANCE WITH THE SPECIFICATIONS OF NFPA 1, SECTION 18.2.3.5.1.1. 16.ACCESS TO A DOOR: FIRE DEPARTMENT ACCESS ROADS SHALL EXTEND TO WITHIN 50' OF AT LEAST ONE EXTERIOR DOOR THAT CAN BE OPENED FROM THE OUTSIDE AND THAT PROVIDES ACCESS TO THE INTERIOR OF THE BUILDING PER SECTION 18.2.3.2.1. NFPA 1. 17.PLEASE PROVIDE A HYDRANT FLOW TEST IN ACCORDANCE WITH NFPA 291. THIS TEST SHALL BE WITHIN THE LAST 12 MONTHS. 2 2 2 3 3 1 4 4 4 EX. SIDEWALK TO REMAIN. ADDTIONAL LANDSCAPE WILL BE PROVIDED IN THE EX. OPEN SPACE PER CODE SEC. 20-601 17 2 3 1724 151 Sawgrass Corners Dr., Ste 202 Ponte Vedra Beach, FL 32082 1700 Palm Beach Lakes Blvd, Ste 740 West Palm Beach, FL 33401 100 Second Ave. South, Ste 201-N St. Petersburg, FL 33701 194 Mount Airy Rd. Basking Ridge, NJ 07920 _________________________________ April 21, 2025 City of Winter Springs Community Development Department 1126 E State Rd 434 Winter Springs, Florida 32708 RE: Lot 4A – Developer Cover Letter Dear Community Development Department, To assist with the review of the waiver applications for the proposed Lot 4A, Chick-fil-A, the intent of this cover letter is to help clarify all the entities involved with the subject development. 2025 Michael Blake Winter Springs LLC is the contract purchaser for Lot 4A (Chick-fil-A parcel) and is represented by Ferber Construction Management, LLC (Marlon Champion and Nim Robinson). The current property owner and land seller is John W. McMillan, President of EPB Engineering and Construction, PLLC and Blue Orange Holding, LLC. If you have any questions regarding the applicant and property owner information, please feel free to contact me at nrobinson@ferbercompany.com Sincerely, Nim Robinson VP Project & Construction Services Ferber Construction Management, LLC Signature: Date: 4/21/25 1725 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. 1726 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? EPB Engineering & Construction, PLLC and Blue Orange Holdings 4/21/2025 PO Box 1013 Oakland FL 34760 wessmcmillan@centralfloridaace.com 407-509-7098 EPB Engineering & Construction, PLLC and Blue Orange Holdings, LLC PO Box 1013 Oakland FL 34760 wessmcmillan@centralfloridaace.com 407-509-7098 QSR - Winter Springs Raw land near west of intersection of Michael Blake Blvd. and SR434 and East of intersectionof Michael Blake Blvd. and Tuskawilla Rd. 26-20-30-5AR-0A00-008D:26-20-30-5AR-0A00-008H;01-21-30-501-0000-0010 +/-5.88 acres Raw Land - TC-5 Zoning - Commercial/Retail Waiver - Rear of building facing SR434 We are requesting a waiver from the City of Winter Springs outlined in Sec. 20-234(11) to have the proposedrear of the restaurant building face SR434. The proposed use is a quick service restaurant with drive-thru (Chick-fil-A). The queuing of the drive-thru is crucial to the business and requires a specific length to ensure that the queuing of customer cars will not negatively impact onsite circulation and traffic patterns of abutting development or roadways. To prevent circulation conflict and to meet the queuing requirement, the building needs to be oriented in the configuration shown on the site plan and building elevation. This configuration does have the rear of the building facing SR434. In consideration of LDC T-5 Town Center, the rear building elevation will be designed to have a faux frontage element with features such as: windows, faux arch way/door, which are purely for aesthetics, but not functional. This allows for the rear of the building to have architectural design elements that look like a building frontage and is in keeping with SR434 corridor building aesthetic. 1727 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? The design of the Sutton Crossing Development incorporated the Town Center District code and existing architectural design elements. The proposed development will significantly enhance the real property. The current design featuresearly learning academy, an Ace Hardware, Tropical Cafe', a nail salon, a regional bank, and a Chick-fil-A. Winter Springs. neighborhood. The proposed development will contribute tax revenue, create jobs, and enhance the retail landscape of No, the waiver will not diminish property values or alter the essential character of the surrounding Yes, the waiver request is the minimum necessary to eliminate or reduce the illogical, impossible, impractical, or patently unreasonable result caused by the applicable term or condition under Chapter 20-Zoning. 1728 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 Yes, the proposed development plan is compatible and harmonious with the surrounding neighborhood. Wess McMillan - Developer, Owner, and Operator for Ace Hardware Marlon Champion, with Ferber is the Developer for Chick-fil-A. Site Plan and building elevation for the Chick-fil-A development. 1729 1730 EXTERIOR FINISHES PREFINISHED METAL COPING COLOR: MIDNIGHT BRONZE BRICK VENEER COLOR: RED SIZE: MODULAR EXTERIOR PAINT COLOR: DARK BRONZE FINISH: SEMI-GLOSS STOREFRONT COLOR: DARK BRONZE BR-A EC-1 PT-113 ST-1 B/ CANOPY 9'-8" WATER TABLE 3'-0" T/ LOW PLATE 21'-10" T/ SLAB 0" T/ SOLDIER 16'-8" T/ MID PLATE 23'-2" T/ HIGH PLATE 25'-2" T/ LOW PLATE 21'-10" WATER TABLE 3'-0" T/ SLAB 0" T/ SOLDIER 16'-8" T/ SOLDIER +/- 11'-3" T/ MID PLATE 23'-2" B/ CANOPY 9'-8" WATER TABLE 3'-0" T/ LOW PLATE 21'-10" T/ SLAB 0" C5-AC4-B T/ SOLDIER 13'-0" C4-GC4-G T/ MID PLATE 23'-2" T/ SOLDIER 16'-8" T/ SOLDIER 18'-0" T/ HIGH PLATE 25'-2" T/ SOLDIER 16'-8" T/ MID PLATE 23'-2" WATER TABLE 3'-0" B/ CANOPY 9'-8" T/ SLAB 0" C4-BC4-B T/ HIGH PLATE 25'-2" DISCLAIMER: THE PANORAMA IS FOR THE PROTOTYPICAL TEMPLATE AND MAY NOT REPRESENT SITE SPECIFIC CHANGES. Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives. CONSULTANT PROJECT # PRINTED FOR DATE SHEET SHEET NUMBER DRAWN BY REVISION SCHEDULE A 1234 B C D E A B C D E 1234 CH I C K -FI L -A BUILDING TYPE / SIZE: RELEASE: # 6/ 1 4 / 2 0 2 4 2 : 0 4 : 3 1 P M Au t o d e s k D o c s : / / F L _ 0 5 8 1 4 _ W i n t e r S p r i n g s _ 2 0 2 4 . 5 _ F S R / 05 8 1 4 _ W i n t e r S p r i n g s _ A R C . r v t X-900 DESIGN OVERVIEW - BRICK SCHEMATIC DESIGN 05/27/24 SC WI N T E R S P R I N G S 05814 E S R 4 3 4 & M I C H A E L B L A K E B L V D . WI N T E R S P R I N G S , F L 3 2 7 0 8 XX -LE -05 8 1 4 -X-90 0 -DE S I G N O V E R V I E W - BR I C K 2024223.17 24.05 P14 LE BS FSR NOT FOR REGULATORY APPROVAL, BIDDING, OR CONSTRUCTION PERSPECTIVE VIEW PERSPECTIVE VIEW PERSPECTIVE VIEW PERSPECTIVE VIEW ATTACHED CANOPY SCHEDULE Mark Description Count Overall Width Overall Depth Tie Back Mounting (Offset From Top) Integral Lighting C4-B Exterior Canopy 2 5'-4" 4'-0" 2'-4" Yes C4-G Exterior Canopy 1 7'-4" 4'-0" 2'-4" Yes C5-A Exterior Canopy 1 12'-0" 5'-0" 2'-4" Yes Grand total 4 EXTERIOR ELEVATION EXTERIOR ELEVATION EXTERIOR ELEVATION EXTERIOR ELEVATION Seat Count - Interior: Seat Count - Exterior: Number of Registers: LEED Rating Landscaping Type Water Filtration Type: Playground Kitchen Type: Exterior Finish Type: Wall Framing Type: *Acceptable Values: TOWER BRICK, TOWER STUCCO, TOWER BOARD, WRAP BRICK, WRAP STUCCO PROJECT DATA *Acceptable Values: WOOD STUD, WOOD STUD - PREFAB, METAL STUD, METAL STUD - PREFAB, STEEL FRAME, CMU, VOLUMETRIC MODULAR *Acceptable Values: CENTERLINE 2.0, CENTERLINE 3.0 *Acceptable Values: STANDARD *Acceptable Values: YES, NO *Acceptable Values: TYPE A, TYPE A+B, TYPE A+C, TYPE A+B+C, ETC *Acceptable Values: NOT CERTIFIED, CERTIFIED, SILVER, GOLD, PLATINUM Industrialized Construction: *Acceptable Values: YES, NO Number of Parking Spaces: *Acceptable Values: (Digits) Number of Accessible Parking Spaces: *Acceptable Values: (Digits) Cross Parking: *Acceptable Values: YES, NO Canopy Type - Order Point: Canopy Type - Meal Delivery: Drive Thru Stack Count: *Acceptable Values: (Digits) Drive Thru Dedicated Bypass Lane: *Acceptable Values: YES, NO Drive Thru Number of Approach Lanes: *Acceptable Values: (Digits) Drive Thru Number of Ordering Lanes: *Acceptable Values: (Digits) Drive Thru Number of Fulfillment Lanes: *Acceptable Values: (Digits) Number of Walk-up Windows: *Acceptable Values: (Digits) Building Area Square Footage: DESIGN APPROVAL SUP SD DD CD NOT APPROVED - REVISE AND RESUBMIT APPROVED AS NOTED - REVISE AND RESUBMIT APPROVED FOR DESIGN INTENT INITIAL:DATE: Drive Thru Opening: *Acceptable Values: DOOR, WINDOW, NONE Menu Board - Interior - Count: Menu Board - Interior - Type: Menu Board - Walk-up - Type: Menu Board - Walk-up: Menu Board - Walk-up - Count: Menu Board - Interior: Menu Board - Order Point: Menu Board - Order Point - Count: Menu Board - Order Point - Type: *Acceptable Values: YES, NO *Acceptable Values: (Digits) *Acceptable Values: (Digits) *Acceptable Values: (Digits) *Acceptable Values: DIGITAL, STATIC, OTHER *Acceptable Values: (Digits) *Acceptable Values: YES, NO *Acceptable Values: DOUBLE, SINGLE *Acceptable Values: (Digits) *Acceptable Values: DOUBLE, SINGLE *Acceptable Values: (Digits) *Acceptable Values: DIGITAL, STATIC, OTHER *Acceptable Values: YES, NO *Acceptable Values: (Digits) *Acceptable Values: DIGITAL, STATIC, OTHER Prototype Edition: *Acceptable Values: LS, LSR, LE, SE, DR, DS Planned Classification: *Acceptable Values: BASE MODIFIED-LOW MODIFIED-MEDIUM MODIFIED-HIGH CUSTOM-LOW CUSTOM-HIGH PROJECT NOTES *Record any personal notes with text, views, or schedules Canopy Structure: *Acceptable Values: STEEL, CONCRETE NOT CERTIFIED STANDARD TYPE A SMALL CENTERLINE 3.0 TOWER BRICK WOOD STUD NO 70 3 NO # NO 2 2 2 0 DOOR 5157 66 12 DOUBLE DOUBLE 3 YES 4 DIGTAL NO 0 N/A YES 4 DIGITAL LE BASE STEEL CANOPY AREA 1437 SF BUILDING FOOTPRINT INSIDE FACE OF FINISH 5157 SF NO.DATE DESCRIPTION 1731 FO R C O N C R E T E PA V I N G SITE PLAN DESIGN NOTES & KEY PLAN FREE-STANDING OUTSIDE MEAL DELIVERY CANOPY FREE-STANDING ORDER POINT CANOPY TYPICAL LOCATION FOR OUTDOOR TABLES (REFER TO ARCH PLANS) LANDSCAPED AREA BIKE RACK PROPOSED TRANSFORMER GREASE TRAP DRIVE-THRU CLEARANCE BAR (REFER TO SIGNAGE PACKAGE) ALUMINUM HANDRAIL (REFER TO ARCH PLANS) STORM STRUCTURE WEEP HOLE DETAILS THICKENED PAVEMENT @ STRUCTURES CLEAN-OUT (OUTSIDE OF BUILDING) SCREENED REFUSE ENCLOSURE (REFER TO ARCH PLANS FOR ADDITIONAL DETAILS) DIRECTIONAL ARROW PAINTED HANDICAP PARKING SYMBOL DRIVE-THRU GRAPHICS STOP BAR GRAPHIC CROSSWALK MARKINGS MULTI-LANE DIRECTIONAL GRAPHICS STANDARD OR HANDICAP PARKING STALL PER CODE 4" SOLID WHITE STRIPING 4" SOLID YELLOW STRIPING 4" SKIP DASH YELLOW STRIPING SOLID PLASTIC WHEEL STOP BOLLARD MOUNTED SIGN CURB RAMP w/ SHORT FLARED SIDES (GRASSED AREAS) CURB RAMP w/ FLARED SIDES (IN SIDEWALK) RETURNED CURB HANDICAP RAMP SIDEWALK ACCESSIBLE RAMP DETECTABLE WARNING DEVICE PROP FIRE HYDRANT CONCRETE SIDEWALK CONCRETE SIDEWALK w/ CURB & GUTTER ENTRY DOOR FROST SLAB DETAIL CONCRETE BOLLARD CONCRETE CURB & GUTTER SPILLING CURB & GUTTER CATCHING CURB & GUTTER DEPRESSED SPILLING CURB & GUTTER DEPRESSED CATCHING CURB & GUTTER SPILLING GUTTER SECTION AT ACCESSIBLE RAMP CATCHING GUTTER SECTION AT ACCESSIBLE RAMP MOUNTABLE CURB & GUTTER LANDSCAPE & IRRIGATION PROTECTOR TYPICAL HMAC PAVEMENT SECTION AREA LIGHT AND POLE (REFER TO LIGHTING PLAN BY OTHERS) CONCRETE PAVEMENT DRIVE-THRU LANE CONCRETE APRON AT TRASH ENCLOSURE PAVEMENT EDGE DETAIL (START & END OF DRIVE-THRU LANES) CONCRETE PAVEMENT SECTIONS TRANSVERSE & LONGITUDINAL CONTRACTION JOINT TRANSVERSE & LONGITUDINAL DOWELED CONSTRUCTION JOINT CONTRACTION JOINT KEYED CONSTRUCTION JOINT LONGITUDINAL BUTT JOINT EXPANSION JOINT DRIVE-THRU PLAN - FLUSH WITH FFE DRIVE-THRU ISOMETRIC DRIVE-THRU ORDER POINT ISLAND MENU BOARD LOOP DETECTION SYSTEM BUILDING DOWNSPOUT CONNECTION (TO SITE DRAINAGE SYSTEM) CANOPY DOWNSPOUT CONNECTION (TO SITE DRAINAGE SYSTEM) 1A C-400 1B C-400 2A C-400 2B C-400 3 C-400 4 C-400 5 C-400 6 C-400 7 C-400 8 C-400 9 C-400 10 C-400 1 C-401 2 C-401 3 C-401 4 C-401 5 C-401 6 C-401 7 C-401 8 C-401 9 C-401 C-402 1 C-402 3 C-402 4 C-402 5 C-402 6 C-402 7 C-402 9 C-402 10 C-402 11 C-402 12 C-403 1 C-403 2 C-403 3 C-403 4 C-403 7 C-403 8 C-403 9 C-403 10 NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED CONCRETE PAD FOR OPTIONAL CASH STATION NOT USED NOT USED NOT USED NOT USED LANDSCAPE & IRRIGATION PROTECTOR NOT USED PROPOSED MONUMENT SIGN (A WAIVER WILL BE SUBMITTED AS PART OF SIGNAGE PERMIT) PROPOSED CONCRETE FLUME PROP TYPE "D" CURB (PER FDOT INDEX 520-001) PROP TYPE "F" CURB (PER FDOT INDEX 520-001) PROP DROP CURB (PER FDOT INDEX 520-001) PROP CROSSWALK STRIPING (PER FDOT INDEX: 711-001) PROP CURB RAMP (PER FDOT INDEX: 522-002) PROP 6" DOUBLE YELLOW (PER FDOT INDEX: 711-001) PROP EDGE OF NEW ASPHALT 1A 1B 2A 2B 3 4 5 5A 5B 5C 6 7 8 9 10 11 12 13 14 15 16 17 18 18A 18B 18C 18D 18E 18F 18G 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 PROP 50' X 12' LOADING ZONE62 PROP PROPERTY LINE PROP ACE HARDWARE BUILDING INDOOR 9,893 SF FFE = 44.86 OUTDOOR GARDEN COVERED AREA 6,163 SF TOTAL OUTDOOR SPACE INFRASTRUCTURE IMPROVEMENT COMPLETED BY LANDLORD PER CONSTRUCTION PLANS FOR SUTTON CROSSINGS IN S 36, T 21 S, R 31 E (GC TO FIELD VERIFY EX. GRADES, UTILITY LOCATIONS AND DEPTHS) T M E T E R WV WVWV FD C WV METER D MICHAEL BLAKE BLVD. E . S T A T E R O A D 4 3 4 9 3 ' 6 4 5 6 7 3 6 12 8 8 18' 1 0 ' L A N D S C A P E B U F F E R 24' 20' 24' 20' 9' 9'2 4 ' 2 5 ' 1 0 ' 1 0 ' 6' 2' 1 0 ' 3' 1 0 ' 18' 272' 546' 1 2 ' 9' 9' 12' 8.1' 10' 3' 10' 10' LANDSCAPE BUFFER AND BUILDING SETBACK 2 5 ' B U I L D I N G S E T B A C K 18' 24' 18' 3' 25' R 18'R 159.3'R 134.3'R 20 ' R 22 ' R 20'R 20'R 4' R 127'R 2'R 80'R 5'R 9'9' 26 ' 10'R 9' 3 ' R 15'R 2' 8'R 8'R 1 5 ' R 5.5'R 1 5 ' R 25'R 3 0 ' 44 1A 1A 1A 1A 1B 2A 2B 2B 2B 3 55 5 5 5 5 5A 5A 5A 5A 5A 9 9 9 A 12 15 14 23 24 24 33 3435 36 37 3848 48 48 48 48 48 48 50 51 37 37 47 43 3 2B3 15 22 BA BA D E I E E E 22 32 10 12 12 10 B C G 1A 1A 1A E 52 52 52 52 2B 48 14 1A 39 45 46 41 41 41 41 41 18A 1B 18A 18A 18A 18A 18A 18A 18A 18A 18B 18B 18B 18B 53 53 52 52 52 52 52 39 41 D 10 12 12 12 12 10 10 10 36 54 PRO P L O T L I N E PR O P L O T L I N E PRO P L O T L I N E PR O P L O T L I N E 25'R 2 5 ' R 25 ' R 25 ' R 55 56 57 58 E 59 59 2B 60 24' 39 39 10' 10 ' S I G H T D I S T A N C E T R I A N G L E ( D L = 6 6 0 ) E 1 8 ' J 35 ' R 2B E 61 61 2B E 1 0 . 5 ' 1 3 ' 1 2 . 8 ' 1 0 . 2 ' 16.1 ' 16.4 ' 17' 19.9 ' 1 1 . 9 ' 18 ' PROP 24' CROSS ACCESS EASEMENT 1A 1A 2B K K D 1 2 3 . 1 8 ' P14-LE-BS 5,576 SF 64 SEATS 65 PARKING SPACES FFE = 45.00 44.8 0 ' 3.9' 12 5 0 ' 12' 62 LANDSCAPE AND STREETSCAPE AREA FOR CANOPY TREES AND STREET FURNISHING PER SECTION 20-601 (A WAIVER WILL BE SUBMITTED AS PART OF THE STRREETSCAPE AREA) 1 0 ' 5'3' 19.9 ' 5'3' 49.7 ' 50' 4 2 . 7 ' S S S WV WV WV WV 15' CITY SAN EASEMENT 10 ' S T M EA S E M E N T S WV WV FDC PROP 10' UTILITY EASEMENT (TO BE DEDICATED TO CITY OF WINTER SPRINGS) $XXX FINE PARKING RESERVED SIGN LEGEND ** CONTRACTOR TO REFER TO THE SIGNAGE PACKAGE FOR PLACEMENT AND SPECIFICATIONS OF ALL SIGNS ** HANDICAP PARKING SIGN (SEE SIGNAGE PACKAGE) R7-8; 12" X 18" (TYP.) HANDICAP PARKING FINE SIGN (SEE SIGNAGE PACKAGE) 6" X 12" (TYP.) "VAN ACCESSIBLE" SIGN (SEE SIGNAGE PACKAGE) R7-8P; 6" X 12" (TYP.) "DO NOT ENTER" SIGN (SEE SIGNAGE PACKAGE) R5-1; 24" X 24" (TYP.) STOP SIGN (SEE SIGNAGE PACKAGE) R1-1; 30" X 30" (TYP.) CFA PEDESTRIAN CROSSING SIGN (SEE SIGNAGE PACKAGE) FLAG POLE (SEE SIGNAGE PACKAGE) CFA MONUMENT OR PYLON SIGN DIGITAL DRIVE-THRU MENU BOARDS "RESTAURANTS" AND "NO PARKING" LABEL ON FDC W/ YELLOW STRIPING ON CURB "DRIVE-THROUGH ENTRANCE ONLY" SIGN (SEE SIGNAGE PACKAGE) A B C D E F G H I J K THIS PLAN TO BE UTILI=ED FOR SITE LAYOUT PURPOSES ONLY H:\2023\FLA230280.00\ENGINEERING\CAD\DRAWINGS\PLAN SETS\P-CIVL-SITE-FLA230280.00-0.DWG PRINTED BY: LSHAKES 4.21.25 @ 12:30 PM LAST SAVED BY: RIMKA STORE SHEET : : : : :CHECKED BY JOB NO. DRAWN BY DATE STORE 80% SUBMITTAL FOR CONSTRUCTION PRELIMINARY SHEET TITLE DWG EDITION 02.4 CAD ID : P14-LE-XP - TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S BO H L E R 600 N. WESTSHORE BLVD. SUITE 950 TAMPA, FLORIDA 33609 Phone:(813) 812-4100 Fax:(813) 812-4101 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 05/21/2024 #05814 FLA230280.00 X KK RI #05814 WINTER SPRINGS E SR 434 & MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 CITY OF WINTER SPRINGS 1 2 3 4 REVISION 4 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 08/06/2024 FDOT DRAINAGE COMMENTS RI KK 10/24/2024 CITY OF WINTER SPRINGS COMMENTS LS/RI KK 02/03/2024 CITY OF WINTER SPRINGS COMMENTS LS/RI KK/KM 03/18/2025 CITY OF WINTER SPRINGS LS/RI WG 03/18/2025 THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY KYLE STEVEN MOREL, PE, ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. C-201 SITE SITE LAYOUT PLAN LEGEND EX. PROPERTY LINE PROP. PARKING COUNT PROP. SIGN PROP. CONCRETE SIDEWALK PROP. BUFFER PROP. SETBACK PROP. BUILDING ENTRANCES # PROP. DRIVE-THRU CONCRETE PROP. HEAVY DUTY CONCRETE EX. ADJACENT PROPERTY LINE PROP. PROPERTY LINE EX. ROADWAY C/L W E S NA D 8 3 NA D 8 3 1"=30' 0 307.51530 SITE NOTES: 1.THE PROPOSED ACTIVITIES SHALL COMPLY WITH CITY OF WINTER SPRINGS DEVELOPMENT REGULATIONS (LATEST EDITION) INCLUDING THE TREE AND LANDSCAPE CODE, STORM WATER MANAGEMENT REGULATIONS, AND FIRE CODES AT THE TIME OF PERMITTING. 2.SIDEWALKS TO BE PROVIDED AND BUILT IN ACCORDANCE WITH F.D.O.T. AND CITY OF WINTER SPRINGS LAND DEVELOPMENT REGULATIONS (LATEST EDITION). ALL PROPOSED SIDEWALKS SHALL MEET ADA REQUIREMENTS. 3.ALL DIMENSIONS ARE SHOWN AT FACE OF CURB, UNLESS OTHERWISE NOTED. B/C INDICATES DIMENSION IS TO BACK OF CURB. 4.ALL RADII DIMENSIONS ARE 3' AT THE FACE OF CURB UNLESS OTHERWISE NOTED. 5.FREE STANDING SIGNAGE SHOWN ONLY FOR REPRESENTATIONAL PURPOSES, AND SHALL BE PERMITTED SEPARATELY. 6.A RIGHT-OF-WAY PERMIT WILL BE REQUIRED FOR ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY. SPECIFIC STIPULATIONS OR CONDITIONS WILL BE IMPOSED AT THE TIME OF PERMIT APPLICATION. 7.CONSTRUCTION PLAN APPROVAL DOES NOT EXEMPT THE CONTRACTOR FROM OBTAINING THE REQUIRED BUILDING, ELECTRICAL, PLUMBING, AND MECHANICAL PERMITS. THESE INCLUDE BUT ARE NOT LIMITED TO ANY STRUCTURE, SIGN, WALL, ENCLOSURE, OR SCREENING, ETC. 8.IN THE EVENT THE PROJECT IS TERMINATED PRIOR TO CONSTRUCTION COMPLETION, THE PROJECT SHALL BE BROUGHT TO GRADE, SEEDED, AND ALL DEBRIS AND MATERIALS SHALL BE HAULED OFF-SITE AND DUMPED AT A STATE OF FLORIDA APPROVED FACILITY. 9.ANY DAMAGED SIDEWALK OR CURB WITHIN THE F.D.O.T. RIGHT-OF-WAY SHALL BE REMOVED AND REPLACED. 10.ALL DISTURBED AREAS WITHIN THE F.D.O.T. RIGHT-OF-WAY WILL BE SODDED. 11.STANDARD INDICES REFER TO THE LATEST VERSION OF F.D.O.T. "ROADWAY AND TRAFFIC DESIGN STANDARDS." 12.NO LANE CLOSURES ARE ALLOWED BETWEEN 5:00 A.M. AND 7:30 P.M. THE F.D.O.T. RESERVES THE RIGHT TO REQUIRE DIFFERENT HOURS OF LANE CLOSURE. ALL LANE CLOSURES MUST BE APPROVED BY THE DEPARTMENT AT LEAST TWO WEEKS PRIOR TO THE LANE CLOSURE IN ACCORDANCE WITH THE DISTRICT LANE CLOSURE POLICY. 13.ALL POTABLE WATER, RECLAIMED WATER, AND SANITARY SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE APPROVED CONSTRUCTION PLAN. 14.FDEP WATER AND WASTEWATER PERMITS MUST BE OBTAINED PRIOR TO BEGINNING CONSTRUCTION. 15.PROPER DOCUMENTATION FOR ALL PUBLIC UTILITY EASEMENTS SHALL BE PROVIDED TO THE PROPERTY MANAGEMENT DEPARTMENT PRIOR TO CERTIFICATE OF COMPLETION. 16.UTILITY RECORD DRAWINGS ARE REQUIRED PRIOR TO PLACING THIS WATER AND WASTEWATER FACILITIES INTO SERVICE. PLEASE SEE THE ADDITIONAL INFORMATION SECTION FOR INSTRUCTIONS. RIGHT-OF-WAY NOTES: 1.A RIGHT-OF-WAY USE PERMIT WILL BE REQUIRED FOR ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY. SPECIFIC STIPULATIONS OR CONDITIONS WILL BE IMPOSED AT THE TIME OF PERMIT APPLICATION. 2.ALL AREAS WITHIN THE COUNTY OR F.D.O.T. RIGHT-OF-WAY DISTURBED THROUGH THE COURSE OF CONSTRUCTION WILL BE RE-GRADED AND SODDED. 3.IT SHALL BE THE DEVELOPER'S RESPONSIBILITY TO PROTECT ALL COUNTY OR F.D.O.T. OWNED AND/OR MAINTAINED INFRASTRUCTURE. ANY/ALL COSTS ASSOCIATED WITH ALTERATIONS, RELOCATIONS, OR REPAIRS MADE NECESSARY BY THIS DEVELOPMENT SHALL BE BORNE BY EITHER THE OWNER, DEVELOPER, AND/OR CONTRACTOR. SPLICES IN THE FIBER OPTIC CABLE, SIGNALIZATION OR ROADWAY LIGHTING CONDUCTORS, OR THE ADDITION OF ADDITIONAL PULL/JUNCTION BOXES WILL NOT BE PERMITTED. IN THE EVENT A CABLE IS CUT, DAMAGED, OR REQUIRES RELOCATION, THE CABLE(S) SHALL BE RESTORED BACK TO THE ORIGINAL CONFIGURATION. ORIGINAL CONFIGURATION IS DEFINED AS SYSTEM STATUS, LAYOUT, AND DESIGN PRIOR TO ANY WORK COMMENCING. 4.FOR UTILITIES TO BE RELOCATED BY THE UTILITY PROVIDER, CONTRACTOR SHALL COORDINATE DEMOLITION SCHEDULE WITH UTILITY PROVIDERS. DEMOLITION OF SIDEWALKS AND DRIVEWAYS SHALL OCCUR PRIOR TO UTILITY RELOCATIONS. 5.ALL PAINT WITHIN THE STATE RIGHT-OF-WAY (R\W) SHOULD BE THERMOPLASTIC. 6.SIGNS WITHIN THE STATE RIGHT-OF-WAY (R\W) NEEDS TO BE MOUNTED TO ROUND ALUMINUM COLUMN (POST). ADA ACCESSIBILITY NOTES: 1.ALL HANDICAPPED PARKING SPACES AND ACCESS AISLES ADJACENT TO THE HANDICAP PARKING SPACES SHALL HAVE A MAXIMUM OF 2% SLOPE IN ALL DIRECTIONS (THIS INCLUDES RUNNING SLOPE AND CROSS SLOPE). 2.AN ACCESSIBLE ROUTE FROM THE PUBLIC STREET OR SIDEWALK TO ALL BUILDING ENTRANCES MUST BE PROVIDED. THIS ACCESSIBLE ROUTE SHALL BE A MINIMUM OF 60" WIDE. THE RUNNING SLOPE OF AN ACCESSIBLE ROUTE SHALL NOT EXCEED 5% AND THE CROSS SLOPE SHALL NOT EXCEED 2%. 3.SLOPES EXCEEDING 5% BUT LESS THAN 8% WILL REQUIRE A RAMP AND MUST CONFORM TO THE REQUIREMENTS FOR RAMP DESIGN (HANDRAILS, CURBS, LANDINGS). NO RAMP SHALL EXCEED AN 8% RUNNING SLOPE OR 2% CROSS SLOPE. 4.IN THE CASE THAT A NEW SIDEWALK WILL BE CONSTRUCTED IN THE ROW OF A SITE, THE RUNNING SLOPE OF THE SIDEWALK SHALL NOT EXCEED 5% AND THE CROSS SLOPE SHALL NOT EXCEED 2%. THIS STANDARD APPLIES TO CROSS WALKS IN THE DRIVEWAY AS WELL AND WILL REQUIRE SPECIAL ATTENTION DURING STAKING TO MAKE SURE THE 2% CROSS SLOPE IS MET IN THE CROSS WALK. 5.IT WILL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO ENSURE THAT THE HANDICAP PARKING SPACES, ACCESSIBLE ROUTES, AND SIDEWALKS/CROSSWALKS ARE CONSTRUCTED TO MEET ADA REQUIREMENTS. 6.ANY REQUIREMENTS LISTED ABOVE THAT CAN NOT BE MET SHALL BE BROUGHT TO THE ENGINEER’S ATTENTION IMMEDIATELY. ANYTHING NOT BUILT TO THE ABOVE STANDARDS WILL REQUIRE REMOVAL AND REPLACEMENT OF THE NON COMPLIANT AREAS AT THE GENERAL CONTRACTORS COST. SITE DATA PARCEL ID/FOLIO NUMBER 26-20-30-5AR-0A00-008D, 26-20-30-5AR-0A00-008H, 01-21-30-501-0000-0010 SITE ADDRESS E SR 434 & MICHAEL BLAKE RD JURISDICTION CITY OF WINTER SPRINGS ZONING (T-C) TOWN CENTER & T5 (URBAN CENTER ZONE) FUTURE LAND USE FLU: TOWN CENTER DISTRICT EXISTING LAND USE UNDEVELOPED PROPOSED LAND USE QUICK SERVICE RESTAURANT FEMA ZONE ZONE X PROPOSED INDOOR SEATING COUNT 70 SEATS PROPOSED OUTDOOR SEATING COUNT 0 SEATS TOTAL PROJECT AREA 1.66 ACRES EXISTING GREEN SPACE 1.62 AC (70,816 SF, 97%) EXISTING POND AREA .04 AC (1595 SF, 3%) EXISTING TOTAL IMPERVIOUS AREA 0 AC (0 SF, 0%) PROPOSED GREEN SPACE 0.34 AC (14,910 SF, 20%) PROPOSED POND AREA 0 AC (0 SF, 0%) PROPOSED TOTAL IMPERVIOUS AREA 1.32 AC (57,501 SF, 80%) PROPOSED BLDG. AREA 0.13 AC (5,576 SF, 10%) PROPOSED VUA AREA 0.85 AC (37,091 SF, 64%) PROPOSED OTHER IMPERVIOUS AREA 0.34 AC (14,834 SF, 26%) PARKING CALCULATIONS (10'X20') REG. PARKING SPACES PROVIDED 62 SPACES TOTAL (12'X20') ADA SPACES PROVIDED 3 SPACES TOTAL SPACES PROVIDED 65 SPACES REQUIRED PARKING SPACES 58 SPACES (4 SPACES PER ESTABLISHMENT + 1 SPACE PER 100 SF GFA) REQUIRED BICYCLE PARKING 0 SPACES PROVIDED BICYCLE PARKING 2 SPACES BUILDING SETBACKS NORTHWEST 0' NORTHEAST (SR 434)25' (SR 434) SOUTHEAST MICHAEL BLAKE BLVD 10' (MICHAEL BLAKE BLVD) WEST 0' LANDSCAPE BUFFER REQUIREMENTS NORTHWEST 0' NORTHEAST (SR 434)10' SOUTHEAST MICHAEL BLAKE BLVD 10' WEST 0' FDOT NOTES: 1.ALL CONSTRUCTION IN THE FDOT ROW SHALL CONFORM TO THE LATEST EDITIONS OF THE FDOT DESIGN STANDARD PLANS (INDEXES), THE FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, AND THE FDOT UTILITY ACCOMMODATION MANUAL 1 1 WINTER SPRINGS FIRE NOTES: 1.AT MINIMUM, A CLASS 5 CONTRACTOR IS REQUIRED TO INSTALL FIRE LINES. FIRE LINES SHALL BEGIN AT THE POINT IN WHICH THE PIPING IS USED EXCLUSIVELY FOR FIRE PROTECTION AND END AT A POINT 1' ABOVE THE FINISHED FLOOR. 2.THE FIRE LINE FOR SPRINKLED BUILDINGS STARTS AT THE DOUBLE DETECTOR CHECK VALVE. 3.NO OTHER WATER CONNECTION SHALL BE OFF OD THE FIRE LINE. 4.THE FIRE DEPARTMENT CONNECTION SHALL BE WITHIN 100' OF THE FIRE HYDRANT IS STANDPIPE SYSTEM IS PROVIDED. 5.THE ONLY VALVE ALLOWED IN THE FDC LINE IS A CHECK VALVE. 6.ALL FIRE LINES SHALL BE INSPECTED BY THE FIRE INSPECTION DEPARTMENT BEFORE BEING COVERED. 7.FIRE DEPARTMENT ACCESS ROADS PROVIDED AT THE START OF THE PROJECT SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION (NFPA 1, 16.1.4). 8.A SECOND ENTRANCE/EXIT MIGHT BE REQUIRED PER AHJ IF THE RESPONSE TIME FOR EMERGENCY IS EXCEEDED PER NFPA 1, SECTION 18.2.3.3 MULTIPLE ACCESS ROADS. 9.A WATER SUPPLY FOR FIRE PROTECTION, EITHER TEMPORARY OF PERMANENT, SHALL BE MADE AVAILABLE AS SOON AS COMBUSTIBLE MATERIAL ACCUMULATES. THIS APPLIES TO BOTH COMMERCIAL AND RESIDENTIAL DEVELOPMENTS (NFPA 1, 16.5.3.1) 10.WHERE UNDERGROUND WATER MAINS AND HYDRANTS ARE TO BE PROVIDED, THEY SHALL BE INSTALLED, COMPLETED, AND IN SERVICE PRIOR TO CONSTRUCTION WORK. (NFPA 1, 16.4.3.1.3) 11.FIRE FLOW TESTING SHALL BE PERFORMED IN ACCORDANCE WITH NFPA 291, RECOMMENDED PRACTICE FOR FIRE FLOW TESTING. 12.A 36'' CLEAR SPACE SHALL BE MAINTAINED AROUND THE CIRCUMFERENCE OF FIRE HYDRANTS AND A CLEAR SPACE OF NOT LESS THAN 60'' (1524 MM) SHALL BE PROVIDED IN FROM OF EACH HYDRANT CONNECTION HAVING A DIAMETER GREATER THAN 2.5'' (NFPA 1, 18.5.7) 13.HYDRANT SHALL BE MARKED WITH A BLUE REFLECTOR THAT IS PLACED 6'' IN THE ROADWAY IN ACCORDANCE WITH NFPA 1, CHAPTER 18.5.10 14.ACCESS TO GATED SUBDIVISIONS OR DEVELOPMENTS SHALL PROVIDE FIRE DEPARTMENT ACCESS THROUGH AN APPROVED SOS AND SEMINOLE COUNTY KNOX KEY SWITCH (NFPA 1, 18.2.3.4.3) FIRE TRUCK PARAMETERS 15.FIRE DEPARTMENT ACCESS ROADS SHALL HAVE AN UNOBSTRUCTED WIDTH OF NOT LESS THAN 20' IN ACCORDANCE WITH THE SPECIFICATIONS OF NFPA 1, SECTION 18.2.3.5.1.1. 16.ACCESS TO A DOOR: FIRE DEPARTMENT ACCESS ROADS SHALL EXTEND TO WITHIN 50' OF AT LEAST ONE EXTERIOR DOOR THAT CAN BE OPENED FROM THE OUTSIDE AND THAT PROVIDES ACCESS TO THE INTERIOR OF THE BUILDING PER SECTION 18.2.3.2.1. NFPA 1. 17.PLEASE PROVIDE A HYDRANT FLOW TEST IN ACCORDANCE WITH NFPA 291. THIS TEST SHALL BE WITHIN THE LAST 12 MONTHS. 2 2 2 3 3 1 4 4 4 17 3 2 EXTERIOR FINISHES PREFINISHED METAL COPING COLOR: MIDNIGHT BRONZE BRICK VENEER COLOR: RED SIZE: MODULAR EXTERIOR PAINT COLOR: DARK BRONZE FINISH: SEMI-GLOSS STOREFRONT COLOR: DARK BRONZE BR-A EC-1 PT-113 ST-1 B/ CANOPY 9'-8" WATER TABLE 3'-0" T/ LOW PLATE 21'-10" T/ SLAB 0" T/ SOLDIER 16'-8" T/ MID PLATE 23'-2" T/ HIGH PLATE 25'-2" T/ LOW PLATE 21'-10" WATER TABLE 3'-0" T/ SLAB 0" T/ SOLDIER 16'-8" T/ SOLDIER +/- 11'-3" T/ MID PLATE 23'-2" B/ CANOPY 9'-8" WATER TABLE 3'-0" T/ LOW PLATE 21'-10" T/ SLAB 0" C5-AC4-B T/ SOLDIER 13'-0" C4-GC4-G T/ MID PLATE 23'-2" T/ SOLDIER 16'-8" T/ SOLDIER 18'-0" T/ HIGH PLATE 25'-2" T/ SOLDIER 16'-8" T/ MID PLATE 23'-2" WATER TABLE 3'-0" B/ CANOPY 9'-8" T/ SLAB 0" C4-BC4-B T/ HIGH PLATE 25'-2" DISCLAIMER: THE PANORAMA IS FOR THE PROTOTYPICAL TEMPLATE AND MAY NOT REPRESENT SITE SPECIFIC CHANGES. Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives. CONSULTANT PROJECT # PRINTED FOR DATE SHEET SHEET NUMBER DRAWN BY REVISION SCHEDULE A 1234 B C D E A B C D E 1234 CH I C K -FI L -A BUILDING TYPE / SIZE: RELEASE: # 6/ 1 4 / 2 0 2 4 2 : 0 4 : 3 1 P M Au t o d e s k D o c s : / / F L _ 0 5 8 1 4 _ W i n t e r S p r i n g s _ 2 0 2 4 . 5 _ F S R / 05 8 1 4 _ W i n t e r S p r i n g s _ A R C . r v t X-900 DESIGN OVERVIEW - BRICK SCHEMATIC DESIGN 05/27/24 SC WI N T E R S P R I N G S 05814 E S R 4 3 4 & M I C H A E L B L A K E B L V D . WI N T E R S P R I N G S , F L 3 2 7 0 8 XX -LE -05 8 1 4 -X-90 0 -DE S I G N O V E R V I E W - BR I C K 2024223.17 24.05 P14 LE BS FSR NOT FOR REGULATORY APPROVAL, BIDDING, OR CONSTRUCTION PERSPECTIVE VIEW PERSPECTIVE VIEW PERSPECTIVE VIEW PERSPECTIVE VIEW ATTACHED CANOPY SCHEDULE Mark Description Count Overall Width Overall Depth Tie Back Mounting (Offset From Top) Integral Lighting C4-B Exterior Canopy 2 5'-4" 4'-0" 2'-4" Yes C4-G Exterior Canopy 1 7'-4" 4'-0" 2'-4" Yes C5-A Exterior Canopy 1 12'-0" 5'-0" 2'-4" Yes Grand total 4 EXTERIOR ELEVATION EXTERIOR ELEVATION EXTERIOR ELEVATION EXTERIOR ELEVATION Seat Count - Interior: Seat Count - Exterior: Number of Registers: LEED Rating Landscaping Type Water Filtration Type: Playground Kitchen Type: Exterior Finish Type: Wall Framing Type: *Acceptable Values: TOWER BRICK, TOWER STUCCO, TOWER BOARD, WRAP BRICK, WRAP STUCCO PROJECT DATA *Acceptable Values: WOOD STUD, WOOD STUD - PREFAB, METAL STUD, METAL STUD - PREFAB, STEEL FRAME, CMU, VOLUMETRIC MODULAR *Acceptable Values: CENTERLINE 2.0, CENTERLINE 3.0 *Acceptable Values: STANDARD *Acceptable Values: YES, NO *Acceptable Values: TYPE A, TYPE A+B, TYPE A+C, TYPE A+B+C, ETC *Acceptable Values: NOT CERTIFIED, CERTIFIED, SILVER, GOLD, PLATINUM Industrialized Construction: *Acceptable Values: YES, NO Number of Parking Spaces: *Acceptable Values: (Digits) Number of Accessible Parking Spaces: *Acceptable Values: (Digits) Cross Parking: *Acceptable Values: YES, NO Canopy Type - Order Point: Canopy Type - Meal Delivery: Drive Thru Stack Count: *Acceptable Values: (Digits) Drive Thru Dedicated Bypass Lane: *Acceptable Values: YES, NO Drive Thru Number of Approach Lanes: *Acceptable Values: (Digits) Drive Thru Number of Ordering Lanes: *Acceptable Values: (Digits) Drive Thru Number of Fulfillment Lanes: *Acceptable Values: (Digits) Number of Walk-up Windows: *Acceptable Values: (Digits) Building Area Square Footage: DESIGN APPROVAL SUP SD DD CD NOT APPROVED - REVISE AND RESUBMIT APPROVED AS NOTED - REVISE AND RESUBMIT APPROVED FOR DESIGN INTENT INITIAL:DATE: Drive Thru Opening: *Acceptable Values: DOOR, WINDOW, NONE Menu Board - Interior - Count: Menu Board - Interior - Type: Menu Board - Walk-up - Type: Menu Board - Walk-up: Menu Board - Walk-up - Count: Menu Board - Interior: Menu Board - Order Point: Menu Board - Order Point - Count: Menu Board - Order Point - Type: *Acceptable Values: YES, NO *Acceptable Values: (Digits) *Acceptable Values: (Digits) *Acceptable Values: (Digits) *Acceptable Values: DIGITAL, STATIC, OTHER *Acceptable Values: (Digits) *Acceptable Values: YES, NO *Acceptable Values: DOUBLE, SINGLE *Acceptable Values: (Digits) *Acceptable Values: DOUBLE, SINGLE *Acceptable Values: (Digits) *Acceptable Values: DIGITAL, STATIC, OTHER *Acceptable Values: YES, NO *Acceptable Values: (Digits) *Acceptable Values: DIGITAL, STATIC, OTHER Prototype Edition: *Acceptable Values: LS, LSR, LE, SE, DR, DS Planned Classification: *Acceptable Values: BASE MODIFIED-LOW MODIFIED-MEDIUM MODIFIED-HIGH CUSTOM-LOW CUSTOM-HIGH PROJECT NOTES *Record any personal notes with text, views, or schedules Canopy Structure: *Acceptable Values: STEEL, CONCRETE NOT CERTIFIED STANDARD TYPE A SMALL CENTERLINE 3.0 TOWER BRICK WOOD STUD NO 70 3 NO # NO 2 2 2 0 DOOR 5157 66 12 DOUBLE DOUBLE 3 YES 4 DIGTAL NO 0 N/A YES 4 DIGITAL LE BASE STEEL CANOPY AREA 1437 SF BUILDING FOOTPRINT INSIDE FACE OF FINISH 5157 SF NO.DATE DESCRIPTION 1733 CANOPY NOTES: BUILDING MOUNTED CANOPIES - 8" THICK CANOPY - KYNAR FINISH OF STRUCTURE, FASCIA, & DECKING TO MATCH COLUMN MOUNTED CANOPIES - 10" THICK CANOPY - FINISH OF STRUCTURE TO BE - FINISH OF DECKING TO BE CP-1 CP-2 CP-1 GENERAL NOTES 1. ALL SIGNAGE PROVIDED BY OTHERS 2. REF FLOOR PLAN AND WINDOW LEGEND FOR STOREFRONT INFORMATION LEGEND BR-B EXPANSION JOINT, SEALANT COLOR TO MATCH MORTAR COLOR, RE: SPECIFICATIONS CARD READER BY SECURITY VENDOR -RE: ELEC SCUPPER - SEE /A2 A-503 DOWNSPOUT - SEE /A4 A-503 LIGHT FIXTURE - RE: ELECTRICAL PT-113 PT-113 BR-A SC-1 SC-2 MDP - RE: ELECTRICAL CT CABINET - RE: ELECTRICAL CO2 FILL BOX - RE: KITCHEN PT-113 PT-113 EC-1 OIL EXTRACTION PORT ACCESS BOX Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives. CONSULTANT PROJECT # PRINTED FOR DATE SHEET SHEET NUMBER DRAWN BY REVISION SCHEDULE A 1234 B C D E A B C D E 1234 CH I C K -FI L -A BUILDING TYPE / SIZE: RELEASE: # 6/ 1 4 / 2 0 2 4 1 : 4 1 : 0 4 P M Au t o d e s k D o c s : / / F L _ 0 5 8 1 4 _ W i n t e r S p r i n g s _ 2 0 2 4 . 5 _ F S R / 05 8 1 4 _ W i n t e r S p r i n g s _ A R C . r v t A-301BNB EXTERIOR ELEVATIONS - BRICK SCHEMATIC DESIGN 05/27/24 Author WI N T E R S P R I N G S 05814 E S R 4 3 4 & M I C H A E L B L A K E B L V D . WI N T E R S P R I N G S , F L 3 2 7 0 8 10 -LE -05 8 1 4 -A-30 1 B N B -EX T E R I O R E L E V A T I O N S - BR I C K 2024223.17 24.05 P14 LE BS FSR 1/4" = 1'-0" EXTERIOR ELEVATIOND4 1/4" = 1'-0" EXTERIOR ELEVATIONC4 1/4" = 1'-0" EXTERIOR ELEVATIONB4 FINISH SCHEDULE - EXTERIOR MARK DESCRIPTION MANUFACTURER MODEL NAME MODEL NUMBER COLOR NOTE BR-A BRICK VENEER (PRIMARY) * MODULAR * * *SEE APPROVED BRICK ALTERNATES BR-B BRICK VENEER (ACCENT) * MODULAR * * *SEE APPROVED BRICK ALTERNATES CP-1 CANOPY METAL FASCIA DURA COAT DC19ST-2703 DARK BRONZE OIL RUBBED BRONZE METALLIC TEXTURE PVD CP-2 CANOPY METAL DECK WHITE SMOOTH WHITE, HIGH GLOSS EC-1 PARAPET WALL COPING DUROLAST / EXCEPTIONAL METALS MIDNIGHT BRONZE PT-100 EXTERIOR PAINT SHERWIN WILLIAMS SHER-CRYL HIGH PERFORMANCE ACRYLIC #B66-350 SW 2807 ROOKWOOD REFUSE ENCLOSURE. FINISH: SEMI-GLOSS ON DOOR FRAMES, SATIN ON WALLS PT-113 EXTERIOR PAINT SHERWIN WILLIAMS SHER-CRYL HIGH PERFORMANCE ACRYLIC #B66-350 SW Bronzetone DARK BRONZE FINISH: SEMI-GLOSS SC-1 STUCCO STO POWERWALL STO WHITE FINISH: SAND MEDIUM SC-2 STUCCO STO POWERWALL ADOBE BROWN FINISH: SAND MEDIUM ST-1 STOREFRONT YKK YES 45 DARK BRONZE (MATTE) NOT FOR REGULATORY APPROVAL, BIDDING, OR CONSTRUCTION (SEE NATIONAL ACCOUNTS LIST FOR CONTACT INFORMATION) APPROVED BRICK ALTERNATES FINISH MANUFACTURER MODEL MORTAR PLANT LOCATION PREFERRED REGION(S) BR-A (PRIMARY BRICK) BR-02 ACME BRICK PALOMA GRAY ARGOS, SAN TAN ELGIN, TX SOUTHWEST BR-18 MUTUAL MATERIALS IMPERIAL GRAY ARGOS, SAN TAN MICA, WA WEST BR-20 GLEN-GERY KHAKI MATT ARGOS, SAN TAN CHESWICK, PA ATLANTIC, NORTHEAST, MIDWEST BR-30 CHEROKEE BRICK LIGHT GRAY SMOOTH ARGOS, SAN TAN MACON, GA SOUTHEAST BR-B (ACCENT BRICK) BR-03 ACME BRICK RUSTIC WHITE ARGOS, SAN TAN MALVERN, AR SOUTHWEST BR-19 MUTUAL MATERIALS DESERT WHITE ARGOS, SAN TAN MICA, WA WEST BR-26 GLEN-GERY WHITEHALL ARGOS, SAN TAN CHESWICK, PA ATLANTIC, NORTHEAST, MIDWEST BR-31 CHEROKEE BRICK OATMEAL SMOOTH ARGOS, SAN TAN MACON, GA SOUTHEAST 1/4" = 1'-0" EXTERIOR ELEVATIONB2 ATTACHED CANOPY SCHEDULE Mark Description Count Overall Width Overall Depth Tie Back Mounting (Offset From Top) Integral Lighting C4-B Exterior Canopy 2 5'-4" 4'-0" 2'-4" Yes C4-G Exterior Canopy 1 7'-4" 4'-0" 2'-4" Yes C5-A Exterior Canopy 1 12'-0" 5'-0" 2'-4" Yes Grand total 4 NO.DATE DESCRIPTION 1734 DEVELOPER THE FERBER COMPANY 100 SECOND AVE S, SUITE 201-N ST. PETERSBURG, FL 33701 POC: WILL ANDERSON C: (727) 490-1779 E: WANDERSON@FERBERCOMPANY.COM PROPOSED SITE PLAN DOCUMENTS PROPOSED RESTAURANT W/ DRIVE THRU LOCATION OF SITE E. SR. 434 & MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 MAP 38, BLOCK 21, LOT 31 FOR CONTACT: FL-PERMITS@BOHLERENG.COM PREPARED BY GENERAL NOTE: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES. SHEET INDEX SHEET TITLE SHEET NUMBER COVER SHEET C-000 GENERAL NOTES AND LEGEND C-001 EXISTING CONDITIONS/DEMOLITION PLAN C-100 OVERALL PLAN C-200 PAVING, GRADING, AND DRAINAGE PLAN C-301 EROSION CONTROL PLAN C-303 CFA STANDARD DETAILS SHEET C-400 CFA STANDARD DETAILS SHEET C-401 CFA STANDARD DETAILS SHEET C-402 CFA STANDARD DETAILS SHEET C-403 CITY UTILITY DETAIL SHEET C-500 FDOT DETAILS SHEET C-501 UTILITY SHEET PS-100 LOCATION MAP SCALE: N.T.S. REFERENCES ¨BOUNDARY & TOPOGRAPHIC SURVEY: BOHLER ENGINEERING, LLC 1900 CORPERATE BLVD. SUITE 101E, NW, BOCA RATON, FL 33431 DATED: 03/28/2024 JOB # /SURVEY JOB #FLA230280 ELEVATIONS: NAVD88 ¨GEOTECHNICAL INVESTIGATION REPORT: UNITED CONSULTING 625 HOLCOMB BRIDGE RD. NORCROSS, GA 30071 DATED: 04/19/2024 ¨ARCHITECTURAL PLAN: GDP GROUP 1117 PERIMETER CENTER WEST, SUITE W306 ATLANTA, GA 30338 GOVERNING AGENCIES ¨PLANNING, ZONING COMMITTEE CITY OF WINTER SPRINGS 1126 E STATE RD. 434 WINTER SPRINGS, FL 32708 PHONE:(407) 327-5963 ¨BUILDING DEPARTMENT CITY OF WINTER SPRINGS BUILDING DEPT. 1126 E STATE RD. 434 WINTER SPRINGS, FL 32708 PHONE: (407) 327-5963 ¨FIRE DEPARTMENT SEMINOLE COUNTY FIRE DEPT. 150 ESLINGER WAY SANFORD, FL 32773 PHONE: (407) 665-5042 ¨FDOT DISTRICT 5 719 SOUTH WOODLAND BLVD. DELAND, FL 32720 PHONE: (800) 780-7120 ¨SJRWMD 19561 SE HWY. 42 UMATILLA, FL 32784 PHONE:(832) 821-1043 THE ABOVE REFERENCED DOCUMENTS ARE INCORPORATED BY REFERENCE AS PART OF THESE PLANS, HOWEVER, BOHLER ENGINEERING DOES NOT CERTIFY THE ACCURACY OF THE WORK REFERENCED OR DERIVED FROM THESE DOCUMENTS, BY OTHERS. REFERENCES AND CONTACTS ROW JURISDICTION ¨TRAFFIC, STORMWATER, WATER & SEWER CITY OF WINTER SPRINGS PUBLIC WORKS 1126 E. SR. 434 WINTER SPRINGS, FL 32708 PHONE: (407) 327-5989 UTILITIES ¨WATER CITY OF WINTER SPRINGS PUBLIC WORKS 1126 E. SR. 434 WINTER SPRINGS, FL 32708 PHONE: (407) 327-5989 ¨WASTE WATER CITY OF WINTER SPRINGS PUBLIC WORKS 1126 E. SR. 434 WINTER SPRINGS, FL 32708 PHONE:(407) 327-5989 ¨ELECTRIC DUKE ENERGY 2801 W. SR. 426 OVIEDO, FL 32765 PHONE: (877) 372-8477 ¨GAS FLORIDA PUBLIC UTILITIES 5011 N. DUPONT HWY. DOVER, DE 19901 PHONE:(833) 486-0773 ¨FIBER UNITI FIBER 805 EXECUTIVE CENTER DR. W. ST. PETERSBURG, FL 33702 PHONE:(727) 471-5600 H:\2023\FLA230280.00\ENGINEERING\CAD\DRAWINGS\PLAN SETS\P-CIVL-CNDS-FLA230280.00-0A.DWG PRINTED BY: LSHAKES 3.21.25 @ 9:36 AM LAST SAVED BY: LSHAKES STORE SHEET : : : : :CHECKED BY JOB NO. DRAWN BY DATE STORE 80% SUBMITTAL FOR CONSTRUCTION PRELIMINARY SHEET TITLE DWG EDITION 02.4 CAD ID : P14-LE-XP - TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S BO H L E R 600 N. WESTSHORE BLVD. SUITE 950 TAMPA, FLORIDA 33609 Phone:(813) 812-4100 Fax:(813) 812-4101 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 05/21/2024 #05814 FLA230280.00 X KK RI #05814 WINTER SPRINGS E SR 434 & MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 CITY OF WINTER SPRINGS 1 2 3 4 REVISION 4 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 08/06/2024 FDOT DRAINAGE COMMENTS RI KK 10/24/2024 CITY OF WINTER SPRINGS COMMENTS LS/RI KK 02/03/2024 CITY OF WINTER SPRINGS COMMENTS LS/RI KK/KM 03/18/2025 CITY OF WINTER SPRINGS LS/RI WG 03/18/2025 THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY KYLE STEVEN MOREL, PE, ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. C-000 CNDS COVER SHEET SITE LAYOUT PLAN TRUCK TURN PLAN C-201 C-202 SECTIONS C-302 Digitally signed by Kyle Morel DN: E=kmorel@bohlereng.com, CN=Kyle Morel, O="BOHLER ENGINEERING FL, LLC", L=Boca Raton, S=Florida, SERIALNUMBER=MAS20240828673826, C=US Date: 2025.03.21 11:35:13-04'00' 17 3 5 DEMOLITION NOTES (Rev. 1/2023) 1.THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES. 2.THE CONTRACTOR MUST CONDUCT DEMOLITION/REMOVALS ACTIVITIES IN SUCH A MANNER AS TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, SIDEWALKS, WALKWAYS, AND ALL OTHER ADJACENT FACILITIES. THE CONTRACTOR MUST OBTAIN ALL APPLICABLE PERMITS FROM THE APPROPRIATE GOVERNMENTAL AUTHORITY(IES) PRIOR TO THE COMMENCEMENT OF ANY ROAD OPENING OR DEMOLITION ACTIVITIES IN OR ADJACENT TO THE RIGHT-OF-WAY. 3.WHEN DEMOLITION-RELATED ACTIVITIES IMPACT ROADWAYS AND/OR ROADWAY RIGHT-OF-WAY, THE CONTRACTOR MUST PROVIDE TRAFFIC CONTROL AND GENERALLY ACCEPTED SAFE PRACTICES IN CONFORMANCE WITH THE CURRENT FEDERAL HIGHWAY ADMINISTRATION "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD), AND THE FEDERAL, STATE, AND LOCAL REGULATIONS. 4.THE DEMOLITION (AND/OR REMOVALS) PLAN IS INTENDED TO PROVIDE GENERAL INFORMATION AND TO IDENTIFY ONLY CONDITIONS REGARDING ITEMS TO BE DEMOLISHED, REMOVED, AND/OR TO REMAIN. A.THE CONTRACTOR MUST ALSO REVIEW ALL CONSTRUCTION DOCUMENTS AND INCLUDE WITHIN THE DEMOLITION ACTIVITIES ALL INCIDENTAL WORK NECESSARY FOR THE CONSTRUCTION OF THE NEW SITE IMPROVEMENTS. B.THIS PLAN IS NOT INTENDED TO AND DOES NOT PROVIDE DIRECTION REGARDING THE MEANS, METHODS, SEQUENCING, TECHNIQUES AND PROCEDURES TO BE EMPLOYED TO ACCOMPLISH THE WORK. ALL MEANS, METHODS, SEQUENCING, TECHNIQUES AND PROCEDURES TO BE USED MUST BE IN STRICT ACCORDANCE AND CONFORMANCE WITH ALL STATE, FEDERAL, LOCAL, AND JURISDICTIONAL REQUIREMENTS. THE CONTRACTOR MUST COMPLY WITH ALL OSHA AND OTHER SAFETY PRECAUTIONS NECESSARY TO PROVIDE A SAFE WORK SITE FOR THE CONTRACTOR AND THE PUBLIC. 5.THE CONTRACTOR MUST PROVIDE ALL "METHODS AND MEANS" NECESSARY TO PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF EXISTING STRUCTURES, AND ANY OTHER IMPROVEMENTS THAT ARE REMAINING ON OR OFF SITE. THE CONTRACTOR, AT THE CONTRACTOR'S SOLE COST, MUST REPAIR ALL DAMAGE TO ALL ITEMS AND FEATURES THAT ARE TO REMAIN. CONTRACTOR MUST USE NEW MATERIAL FOR ALL REPAIRS. CONTRACTOR'S REPAIRS MUST INCLUDE THE RESTORATION OF ALL ITEMS AND FEATURES REPAIRED TO THEIR PRE-DEMOLITION CONDITION, OR BETTER. CONTRACTOR MUST PERFORM ALL REPAIRS AT THE CONTRACTOR'S SOLE EXPENSE. 6.THE PROFESSIONAL OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION. THE CONTRACTOR MUST PROCEED WITH THE DEMOLITION IN A SYSTEMATIC AND SAFE MANNER, COMPLYING WITH ALL OSHA REQUIREMENTS, TO ENSURE PUBLIC AND CONTRACTOR SAFETY AND SAFETY TO ALL PROPERTY ON THE SITE OR ADJACENT OR NEAR TO THE SAME. 7.THE CONTRACTOR IS RESPONSIBLE FOR JOB SITE SAFETY, WHICH MUST INCLUDE, BUT IS NOT LIMITED TO, THE INSTALLATION AND MAINTENANCE OF BARRIERS, FENCING, OTHER APPROPRIATE AND/OR NECESSARY SAFETY FEATURES AND ITEMS NECESSARY TO PROTECT THE PUBLIC FROM AREAS OF CONSTRUCTION AND CONSTRUCTION ACTIVITIES. THE CONTRACTOR MUST SAFEGUARD THE SITE AS NECESSARY TO PERFORM THE DEMOLITION IN SUCH A MANNER AS TO PREVENT THE ENTRY OF ALL UNAUTHORIZED PERSONS AT ANY TIME, TO OR NEAR THE DEMOLITION AREA. 8.PRIOR TO THE COMMENCEMENT OF ANY SITE ACTIVITY AND ANY DEMOLITION ACTIVITY, THE CONTRACTOR MUST, IN WRITING, RAISE ANY QUESTIONS CONCERNING THE ACCURACY OR INTENT OF THESE PLANS AND/OR SPECIFICATIONS, ALL CONCERNS OR QUESTIONS REGARDING THE APPLICABLE SAFETY STANDARDS, AND/OR THE SAFETY OF THE CONTRACTOR AND/OR THIRD PARTIES IN PERFORMING THE WORK ON THIS PROJECT. ANY SUCH CONCERNS MUST BE CONVEYED TO THE PROFESSIONAL OF RECORD AND BOHLER, IN WRITING AND MUST ADDRESS ALL ISSUES AND ITEMS RESPONDED TO, BY THE PROFESSIONAL OF RECORD AND BY BOHLER, IN WRITING. ALL DEMOLITION ACTIVITIES MUST BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF THESE PLANS AND SPECIFICATIONS AND ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, RULES, REQUIREMENTS, STATUTES, ORDINANCES AND CODES. 9.THE CONTRACTOR MUST BECOME FAMILIAR WITH THE APPLICABLE UTILITY SERVICE PROVIDER REQUIREMENTS AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION AND/OR DISCONNECTION AS IDENTIFIED OR REQUIRED FOR THE PROJECT. THE CONTRACTOR MUST PROVIDE THE OWNER WITH WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED, REMOVED AND/OR ABANDONED IN ACCORDANCE WITH THE JURISDICTION AND UTILITY COMPANY REQUIREMENTS AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. 10.PRIOR TO COMMENCING ANY DEMOLITION, THE CONTRACTOR MUST: A.OBTAIN ALL REQUIRED PERMITS AND MAINTAIN THE SAME ON SITE FOR REVIEW BY THE PROFESSIONAL OF RECORD AND ALL PUBLIC AGENCIES WITH JURISDICTION THROUGHOUT THE DURATION OF THE PROJECT, SITE WORK, AND DEMOLITION WORK. B.NOTIFY, AT A MINIMUM, THE MUNICIPAL ENGINEER, THE MUNICIPAL CONSTRUCTION INSPECTOR, DESIGN ENGINEER, AND LOCAL SOIL CONSERVATION JURISDICTION, AT LEAST 72 BUSINESS HOURS PRIOR TO THE COMMENCEMENT OF WORK. C.INSTALL THE REQUIRED SOIL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO SITE DISTURBANCE, AND MAINTAIN SAID CONTROLS UNTIL SITE IS STABILIZED D.IN ACCORDANCE WITH STATE LAW, THE CONTRACTOR MUST CALL THE STATE ONE-CALL DAMAGE PROTECTION SYSTEM FOR UTILITY MARK OUT, IN ADVANCE OF ANY EXCAVATION. E.LOCATE AND PROTECT ALL UTILITIES AND SERVICES, INCLUDING BUT NOT LIMITED TO GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN AND ADJACENT TO THE LIMITS OF PROJECT ACTIVITIES. THE CONTRACTOR MUST USE AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL UNDERGROUND UTILITIES. F.PROTECT AND MAINTAIN IN OPERATION, ALL ACTIVE UTILITIES AND SYSTEMS THAT ARE NOT BEING REMOVED DURING ANY DEMOLITION ACTIVITIES. G.ARRANGE FOR AND COORDINATE WITH THE APPLICABLE UTILITY SERVICE PROVIDER(S) FOR THE TEMPORARY OR PERMANENT TERMINATION OF SERVICE REQUIRED BY THE PROJECT PLANS AND SPECIFICATIONS REGARDING THE METHODS AND MEANS TO CONSTRUCT SAME. THESE ARE NOT THE PROFESSIONAL OF RECORD'S OR BOHLER RESPONSIBILITY. IN THE EVENT OF ABANDONMENT, THE CONTRACTOR MUST PROVIDE THE UTILITY ENGINEER AND OWNER WITH IMMEDIATE WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTIONAL AND UTILITY COMPANY REQUIREMENTS. H.ARRANGE FOR AND COORDINATE WITH THE APPLICABLE UTILITY SERVICE PROVIDER(S) REGARDING WORKING "OFF-PEAK" HOURS OR ON WEEKENDS AS NECESSARY OR AS REQUIRED TO MINIMIZE THE IMPACT ON, OF, AND TO THE AFFECTED PARTIES. WORK REQUIRED TO BE PERFORMED "OFF-PEAK" IS TO BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER. I.IN THE EVENT THE CONTRACTOR DISCOVERS ANY HAZARDOUS MATERIAL, THE REMOVAL OF WHICH IS NOT ADDRESSED IN THE PROJECT PLANS AND SPECIFICATIONS OR THE CONTRACT WITH THE OWNER/DEVELOPER, THE CONTRACTOR MUST IMMEDIATELY CEASE ALL WORK IN THE AREA OF DISCOVERY, AND IMMEDIATELY NOTIFY, IN WRITING AND VERBALLY, THE OWNER, WASTEPRO, THE MUNICIPAL ENGINEER, THE MUNICIPAL CONSTRUCTION INSPECTOR, PROFESSIONAL OF RECORD AND BOHLER, THE DISCOVERY OF SUCH MATERIALS TO PURSUE PROPER AND COMPLIANT REMOVAL OF SAME. 11.THE CONTRACTOR MUST NOT PERFORM ANY EARTH MOVEMENT ACTIVITIES, DEMOLITION OR REMOVAL OF FOUNDATION WALLS, FOOTINGS, OR OTHER MATERIALS WITHIN THE LIMITS OF DISTURBANCE, UNLESS SAME IS IN STRICT ACCORDANCE AND CONFORMANCE WITH THE PROJECT PLANS AND SPECIFICATIONS, OR PURSUANT TO THE WRITTEN DIRECTION OF THE OWNER'S STRUCTURAL OR GEOTECHNICAL ENGINEER. 12.DEMOLITION ACTIVITIES AND EQUIPMENT MUST NOT USE OR INCLUDE AREAS OUTSIDE THE DEFINED PROJECT LIMIT LINE, WITHOUT SPECIFIC WRITTEN PERMISSION AND AUTHORITY OF AND FROM THE OWNER AND ALL GOVERNMENTAL AGENCIES WITH JURISDICTION. 13.THE CONTRACTOR MUST BACKFILL ALL EXCAVATION RESULTING FROM, OR INCIDENTAL TO, DEMOLITION ACTIVITIES. BACKFILL MUST BE ACCOMPLISHED WITH APPROVED BACKFILL MATERIALS AND MUST BE SUFFICIENTLY COMPACTED TO SUPPORT ALL NEW IMPROVEMENTS AND MUST BE PERFORMED IN COMPLIANCE WITH THE RECOMMENDATIONS AND GUIDANCE ARTICULATED IN THE GEOTECHNICAL REPORT. BACKFILLING MUST OCCUR IMMEDIATELY AFTER DEMOLITION ACTIVITIES AND MUST BE PERFORMED SO AS TO PREVENT WATER ENTERING THE EXCAVATION. FINISHED SURFACES MUST BE GRADED TO PROMOTE POSITIVE DRAINAGE. THE CONTRACTOR IS RESPONSIBLE FOR COMPACTION TESTING AND MUST SUBMIT SUCH REPORTS AND RESULTS TO THE PROFESSIONAL OF RECORD AND THE OWNER. 14.EXPLOSIVES MUST NOT BE USED. 15.IN ACCORDANCE WITH FEDERAL, STATE, AND/OR LOCAL STANDARDS, THE CONTRACTOR MUST USE DUST CONTROL MEASURES TO LIMIT AIRBORNE DUST AND DIRT RISING AND SCATTERING IN THE AIR. AFTER THE DEMOLITION IS COMPLETE, THE CONTRACTOR MUST CLEAN ALL ADJACENT STRUCTURES AND IMPROVEMENTS TO REMOVE ALL DUST AND DEBRIS WHICH THE DEMOLITION OPERATIONS CAUSE. THE CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL ADJACENT AREAS TO THEIR "PRE-DEMOLITION" CONDITION AT CONTRACTOR'S SOLE COST. 16.PAVEMENT MUST BE SAW CUT IN STRAIGHT LINES. ALL DEBRIS FROM REMOVAL OPERATIONS MUST BE REMOVED FROM THE SITE AT THE TIME OF EXCAVATION. STOCKPILING OF DEBRIS OUTSIDE OF APPROVED AREAS WILL NOT BE PERMITTED, INCLUDING BUT NOT LIMITED TO, THE PUBLIC RIGHT-OF-WAY. 17.THE CONTRACTOR MUST MAINTAIN A RECORD SET OF PLANS WHICH INDICATES THE LOCATION OF EXISTING UTILITIES THAT ARE CAPPED, ABANDONED IN PLACE, OR RELOCATED DUE TO DEMOLITION ACTIVITIES. THIS RECORD DOCUMENT MUST BE PREPARED IN A NEAT AND WORKMAN-LIKE MANNER AND TURNED OVER TO THE OWNER/DEVELOPER UPON COMPLETION OF THE WORK, ALL OF WHICH IS AT THE CONTRACTOR'S SOLE COST. 18.THE CONTRACTOR MUST EMPTY, CLEAN AND REMOVE FROM THE SITE ALL UNDERGROUND STORAGE TANKS, IF ENCOUNTERED, IN ACCORDANCE WITH FEDERAL, STATE, COUNTY AND LOCAL REQUIREMENTS, PRIOR TO CONTINUING CONSTRUCTION IN THE AREA AROUND THE TANK WHICH EMPTYING, CLEANING AND REMOVAL ARE AT THE CONTRACTOR'S SOLE COST. SITE LAYOUT NOTES (Rev. 1/2020) 1.THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES. 2.PRIOR TO THE COMMENCEMENT OF GENERAL CONSTRUCTION, THE CONTRACTOR MUST INSTALL SOIL EROSION CONTROL AND ANY STORMWATER POLLUTION PREVENTION PLAN (SWPPP) MEASURES NECESSARY, AS INDICATED ON THE APPROVED SOIL EROSION AND SEDIMENT CONTROL PLAN AND IN ACCORDANCE WITH APPLICABLE AND/OR APPROPRIATE AGENCIES' GUIDELINES TO PREVENT SEDIMENT AND/OR LOOSE DEBRIS FROM WASHING ONTO ADJACENT PROPERTIES OR THE RIGHT OF WAY. 3.ALL DIRECTIONAL/TRAFFIC SIGNING AND PAVEMENT STRIPING MUST CONFORM TO THE LATEST STANDARDS OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND ANY APPLICABLE STATE OR LOCALLY APPROVED SUPPLEMENTS, GUIDELINES, RULES, REGULATIONS, STANDARDS AND THE LIKE. 4.THE LOCATIONS OF PROPOSED UTILITY POLES AND TRAFFIC SIGNS SHOWN ON THE PLANS ARE SCHEMATIC AND PRELIMINARY. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR FIELD-VERIFYING THEIR LOCATION. THE CONTRACTOR MUST COORDINATE THE RELOCATION OF TRAFFIC SIGNS WITH THE CITY OF WINTER SPRINGS CONSTRUCTION INSPECTOR, ENGINEER, AND POLICE DEPARTMENT OVER THE PROJECT. 5.ALL DIMENSIONS SHOWN ARE TO BOTTOM FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF BUILDING, EXCEPT WHEN DIMENSION IS TO A PROPERTY LINE, STAKE OUT OF LOCATIONS OF INLETS, LIGHT POLES, ETC. MUST BE PERFORMED IN STRICT ACCORDANCE WITH THE DETAILS, UNLESS NOTED CLEARLY OTHERWISE. GRADING NOTES (Rev. 1/2023) 1.THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES. 2.SITE GRADING MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT AS REFERENCED IN THIS PLAN SET. IF NO GEOTECHNICAL REPORT HAS BEEN REFERENCED, THE CONTRACTOR MUST HAVE A GEOTECHNICAL ENGINEER PROVIDE WRITTEN SPECIFICATIONS AND RECOMMENDATIONS PRIOR TO THE CONTRACTOR COMMENCING THE GRADING WORK. THE CONTRACTOR MUST FOLLOW THE REQUIREMENTS OF ALL MUNICIPAL, COUNTY, STATE, AND FEDERAL LAWS, WHICH HAVE JURISDICTION OVER THIS PROJECT. 3.THE CONTRACTOR IS REQUIRED TO SECURE ALL NECESSARY AND/OR REQUIRED PERMITS AND APPROVALS FOR ALL OFF-SITE MATERIAL SOURCES AND DISPOSAL FACILITIES. THE CONTRACTOR MUST SUPPLY A COPY OF APPROVALS TO THE PROFESSIONAL OF RECORD, BOHLER AND THE OWNER PRIOR TO THE CONTRACTOR COMMENCING ANY WORK. 4.THE CONTRACTOR IS FULLY RESPONSIBLE FOR VERIFYING EXISTING TOPOGRAPHIC INFORMATION AND UTILITY INVERT ELEVATIONS PRIOR TO COMMENCING ANY CONSTRUCTION. SHOULD DISCREPANCIES BETWEEN THE PLANS AND INFORMATION OBTAINED THROUGH FIELD VERIFICATIONS BE IDENTIFIED OR EXIST, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE PROFESSIONAL OF RECORD AND BOHLER, IN WRITING. 5.THE CONTRACTOR IS RESPONSIBLE FOR REMOVING AND REPLACING ALL UNSUITABLE MATERIALS WITH SUITABLE MATERIALS AS SPECIFIED IN THE GEOTECHNICAL REPORT. THE CONTRACTOR MUST COMPACT ALL EXCAVATED OR FILLED AREAS IN STRICT ACCORDANCE WITH THE GEOTECHNICAL REPORT'S GUIDANCE. MOISTURE CONTENT AT TIME OF PLACEMENT MUST BE SUBMITTED IN A COMPACTION REPORT PREPARED BY A QUALIFIED GEOTECHNICAL ENGINEER, REGISTERED WITH THE STATE WHERE THE WORK IS PERFORMED. THIS REPORT MUST VERIFY THAT ALL FILLED AREAS AND SUBGRADE AREAS WITHIN THE BUILDING PAD AREA AND AREAS TO BE PAVED HAVE BEEN COMPACTED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES WHICH ARE IN EFFECT AND WHICH ARE APPLICABLE TO THE PROJECT. SUBBASE MATERIAL FOR SIDEWALKS, CURB, OR ASPHALT MUST BE FREE OF ORGANICS AND OTHER UNSUITABLE MATERIALS. SHOULD SUBBASE BE DEEMED UNSUITABLE BY OWNER/DEVELOPER, OR OWNER/DEVELOPER'S REPRESENTATIVE, SUBBASE MUST BE REMOVED AND FILLED WITH APPROVED FILL MATERIAL, COMPACTED AS THE GEOTECHNICAL REPORT DIRECTS. EARTHWORK ACTIVITIES INCLUDING, BUT NOT LIMITED TO, EXCAVATION, BACKFILL, AND COMPACTING MUST COMPLY WITH THE RECOMMENDATIONS IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. EARTHWORK ACTIVITIES MUST COMPLY WITH THE STANDARD STATE DOT SPECIFICATIONS FOR ROADWAY CONSTRUCTION (LATEST EDITION) AND ANY AMENDMENTS OR REVISIONS THERETO. 6.IN THE EVENT OF A DISCREPANCY(IES) AND/OR A CONFLICT(S) BETWEEN PLANS, OR RELATIVE TO OTHER PLANS, THE GRADING PLAN TAKES PRECEDENCE AND CONTROLS. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE PROFESSIONAL OF RECORD AND BOHLER, IN WRITING, OF ANY DISCREPANCY(IES) AND/OR CONFLICT(S). 7.THE CONTRACTOR IS RESPONSIBLE TO IMPORT FILL OR EXPORT EXCESS MATERIAL AS NECESSARY TO CONFORM TO THE PROPOSED GRADING, AND TO BACKFILL EXCAVATIONS FOR THE INSTALLATION OF UNDERGROUND IMPROVEMENTS. SOIL EROSION & SEDIMENT CONTROL PLAN NOTES (Rev. 4/2023) 1.THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES. 2.EROSION CONTROL MEASURES MUST CONFORM TO THE GUIDELINES FOR URBAN EROSION AND SEDIMENT CONTROL UNLESS OTHERWISE NOTED, OR UNLESS THE PROFESSIONAL OF RECORD CLEARLY AND SPECIFICALLY, IN WRITING, DIRECTS OTHERWISE. INSTALLATION OF EROSION CONTROL, CLEARING, AND SITE WORK MUST BE PERFORMED EXACTLY AS INDICATED IN THE EROSION CONTROL CONSTRUCTION NOTES. 3.THE DISTURBED LAND AREA OF THIS SITE IS APPROXIMATELY ACRES. 4.INSTALLATION OF EROSION CONTROL DEVICES MUST BE IN ACCORDANCE WITH ALL OF THE MANUFACTURER'S RECOMMENDATIONS. 5.THE CONTRACTOR MUST INSPECT EROSION CONTROL MEASURES WEEKLY. THE CONTRACTOR MUST REMOVE ANY SILT DEPOSITS GREATER THAN COLLECTED ON THE FILTER FABRIC AND/OR SILT SOCK BARRIERS AND EXCAVATE AND REMOVE ANY SILT FROM DROP INLET PROTECTION. 6.THE CONTRACTOR MUST APPLY TEMPORARY SEED AND MULCH TO ALL DISTURBED AREAS THAT WILL NOT BE BROUGHT TO FINISHED GRADE AND VEGETATED WITHIN 7 DAYS. WHEN AREAS ARE DISTURBED AFTER THE GROWING SEASON, THE CONTRACTOR MUST STABILIZE SAME WITH GEOTEXTILE FABRIC AND MAINTAIN SAME IN STRICT ACCORDANCE WITH BEST MANAGEMENT PRACTICES. 7.THE CONTRACTOR MUST INSTALL ADDITIONAL EROSION CONTROL MEASURES IF THE PROFESSIONAL OF RECORD SO REQUIRES, TO PREVENT ANY, INCLUDING THE INCIDENTAL, DISCHARGE OF SILT-LADEN RUNOFF FROM EXITING THE SITE. 8.THE CONTRACTOR MUST BE RESPONSIBLE FOR INSPECTING AND MAINTAINING ALL EROSION CONTROL MEASURES ON THE SITE UNTIL PERMANENT PAVING AND TURF/LANDSCAPING IS ESTABLISHED. THE COSTS OF INSTALLING AND MAINTAINING THE EROSION CONTROL MEASURES MUST BE INCLUDED IN THE BID PRICE FOR THE SITE WORK AND THE CONTRACTOR IS RESPONSIBLE FOR ALL SUCH COSTS. 9.THE CONTRACTOR MUST CONTINUE TO MAINTAIN ALL EROSION CONTROL MEASURES UNTIL THE COMPLETION OF CONSTRUCTION AND THE ESTABLISHMENT OF VEGETATION. 10.THE CONTRACTOR MUST REMOVE EROSION CONTROL MEASURES, SILT AND DEBRIS AFTER ESTABLISHING PERMANENT VEGETATION COVER OR OTHER INSTALLING A DIFFERENT, SPECIFIED METHOD OF STABILIZATION. 11.THIS PLAN REPRESENTS THE MINIMUM LEVEL OF IMPLEMENTATION OF TEMPORARY EROSION AND SEDIMENTATION CONTROL FACILITIES, MEASURES AND STRUCTURES. ADDITIONAL FACILITIES, MEASURES AND STRUCTURES MUST BE INSTALLED WHERE NECESSARY TO COMPLY WITH ALL APPLICABLE CODES AND STANDARDS AND/OR TO PREVENT ANY, INCLUDING THE INCIDENTAL DISCHARGE OF SILT-LADEN RUNOFF FROM EXITING THE SITE. 12.THE CONTRACTOR MUST PROTECT ALL EXISTING TREES AND SHRUBS. THE CONTRACTOR MUST REFER TO THE LANDSCAPE AND/OR DEMOLITION PLAN(S) FOR TREE PROTECTION, FENCE LOCATIONS AND DETAILS. 13.THE CONTRACTOR MUST REFER TO GRADING PLANS FOR ADDITIONAL INFORMATION. 14.THE CONTRACTOR MUST CLEAN EXISTING AND PROPOSED DRAINAGE STRUCTURES AND INTERCONNECTING PIPES ON OR OFF-SITE AS THE JURISDICTIONAL AGENCY REQUIRES, BOTH AT THE TIME OF SITE STABILIZATION AND AT END OF PROJECT. 15.SOIL EROSION CONTROL MEASURES MUST BE ADJUSTED OR RELOCATED BY THE CONTRACTOR AS IDENTIFIED DURING SITE OBSERVATION IN ORDER TO MAINTAIN THE COMPLETE EFFECTIVENESS OF ALL CONTROL MEASURES. 16.THE CONTRACTOR MUST IDENTIFY, ON THE PLAN, THE LOCATION OF WASTE CONTAINERS, FUEL STORAGE TANKS, CONCRETE WASHOUT AREAS AND ANY OTHER LOCATIONS WHERE HAZARDOUS MATERIALS ARE STORED. FL 1.66 6" ACCESSIBILITY DESIGN GUIDELINES (Rev. 1/2023) 1.ALL ACCESSIBLE (A.K.A. ADA) COMPONENTS AND ACCESSIBLE ROUTES MUST BE CONSTRUCTED TO MEET, AT A MINIMUM, THE MORE STRINGENT OF: (A) THE REQUIREMENTS OF THE "AMERICANS WITH DISABILITIES ACT" (ADA) CODE (42 U.S.C. § 12101 ET SEQ. AND 42 U.S.C. § 4151 ET SEQ.); AND (B) ANY APPLICABLE LOCAL AND STATE GUIDELINES, AND ANY AND ALL AMENDMENTS TO BOTH, WHICH ARE IN EFFECT WHEN THESE PLANS WERE COMPLETED. 2.THE CONTRACTOR MUST REVIEW ALL DOCUMENTS REFERENCED IN THESE NOTES FOR ACCURACY, COMPLIANCE AND CONSISTENCY WITH INDUSTRY GUIDELINES, CITY OF WINTER SPRINGS CONSTRUCTION INSPECTOR AND ENGINEER. 3.THE CONTRACTOR MUST EXERCISE APPROPRIATE CARE AND PRECISION IN CONSTRUCTION OF ACCESSIBLE (ADA) COMPONENTS AND ACCESSIBLE ROUTES FOR THE SITE. FINISHED SURFACES ALONG THE ACCESSIBLE ROUTE OF TRAVEL FROM PARKING SPACES, PUBLIC TRANSPORTATION, PEDESTRIAN ACCESS, AND INTER-BUILDING ACCESS, TO POINTS OF ACCESSIBLE BUILDING ENTRANCE/EXIT, MUST COMPLY WITH THE ACCESSIBLE GUIDELINES AND REQUIREMENTS WHICH INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: A.ACCESSIBLE PARKING SPACES AND ACCESS AISLES SLOPES MUST NOT EXCEED 1:50 (2.0%) IN ANY DIRECTION. B.PATH OF TRAVEL ALONG ACCESSIBLE ROUTE MUST PROVIDE A 36-INCHES MINIMUM WIDTH (48-INCHES PREFERRED), OR AS SPECIFIED BY THE GOVERNING AGENCY. UNOBSTRUCTED WIDTH OF TRAVEL (CAR OVERHANGS AND/OR HANDRAILS) MUST NOT REDUCE THIS MINIMUM WIDTH. THE SLOPE MUST NOT EXCEED 1:20 (5.0%) IN THE DIRECTION OF TRAVEL AND MUST NOT EXCEED 1:50 (2.0%) IN CROSS SLOPE. WHERE ACCESSIBLE PATH OF TRAVEL IS GREATER THAN 1:20 (5.0%), AN ACCESSIBLE RAMP MUST BE PROVIDED. ALONG THE ACCESSIBLE PATH OF TRAVEL, OPENINGS MUST NOT EXCEED 1/2-INCH IN WIDTH. VERTICAL CHANGES OF UP TO 1/2-INCH ARE PERMITTED ONLY IF THEY INCLUDES A 1/4-INCH BEVEL AT A SLOPE NOT STEEPER THAN 1:2. NO VERTICAL CHANGES OVER 1/4-INCH ARE PERMITTED. C.ACCESSIBLE RAMPS MUST NOT EXCEED A SLOPE OF 1:12 (8.3%) AND A RISE OF 30-INCHES. LEVEL LANDINGS MUST BE PROVIDED AT EACH END OF ACCESSIBLE RAMPS. LANDING MUST PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURES, AND MUST NOT EXCEED 1:50 (2.0%) SLOPE IN ANY DIRECTION. RAMPS THAT CHANGE DIRECTION BETWEEN RUNS AT LANDINGS MUST HAVE A CLEAR LANDING OF A MINIMUM OF 60-INCHES BY 60-INCHES. HAND RAILS ON BOTH SIDES OF THE RAMP MUST BE PROVIDED ON AN ACCESSIBLE RAMP WITH A RISE GREATER THAN 6-INCHES. D.ACCESSIBLE CURB RAMPS MUST NOT EXCEED A SLOPE OF 1:12 (8.3%). WHERE FLARED SIDES ARE PROVIDED, THEY MUST NOT EXCEED 1:10 (10%) SLOPE. LEVEL LANDING MUST BE PROVIDED AT RAMPS TOP AT A MINIMUM OF 36-INCHES LONG (48-INCHES PREFERRED). IN ALTERATIONS, WHEN THERE IS NO LANDING AT THE TOP, FLARE SIDES SLOPES MUST NOT EXCEED A SLOPE OF 1:12 (8.3%). E.DOORWAY LANDINGS AREAS MUST BE PROVIDED ON THE EXTERIOR SIDE OF ANY DOOR LEADING TO AN ACCESSIBLE PATH OF TRAVEL. THIS LANDING MUST BE SLOPED AWAY FROM THE DOOR NO MORE THAN 1:50 (2.0%) FOR POSITIVE DRAINAGE. THIS LANDING AREA MUST BE NO FEWER THAN 60-INCHES (5 FEET) LONG, EXCEPT WHERE OTHERWISE CLEARLY PERMITTED BY ACCESSIBLE STANDARDS FOR ALTERNATIVE DOORWAY OPENING CONDITIONS. (SEE ICC/ANSI A117.1-2009 AND OTHER REFERENCES INCORPORATED BY CODE). F.WHEN THE PROPOSED CONSTRUCTION INVOLVES RECONSTRUCTION, MODIFICATION, REVISION OR EXTENSION OF OR TO ACCESSIBLE COMPONENTS FROM EXISTING DOORWAYS OR SURFACES, THE CONTRACTOR MUST VERIFY ALL EXISTING ELEVATIONS SHOWN ON THE PLAN. NOTE THAT TABLE 405.2 OF THE DEPARTMENT OF JUSTICE'S ADA STANDARDS FOR ACCESSIBLE DESIGN ALLOWS FOR STEEPER RAMP SLOPES, IN RARE CIRCUMSTANCES. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE PROFESSIONAL OF RECORD AND BOHLER, IN WRITING, OF ANY DISCREPANCIES AND/OR FIELD CONDITIONS THAT DIFFER IN ANY WAY OR IN ANY RESPECT FROM WHAT IS SHOWN ON THE PLANS BEFORE COMMENCING ANY WORK. CONSTRUCTED IMPROVEMENTS MUST FALL WITHIN THE MAXIMUM AND MINIMUM LIMITATIONS IMPOSED BY THE BARRIER FREE REGULATIONS AND THE ACCESSIBLE GUIDELINES. G.THE CONTRACTOR MUST VERIFY ALL OF THE SLOPES OF THE CONTRACTOR'S FORMS PRIOR TO POURING CONCRETE. IF ANY NON-CONFORMANCE EXISTS OR IS OBSERVED OR DISCOVERED, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE PROFESSIONAL OF RECORD AND BOHLER, IN WRITING, PRIOR TO POURING CONCRETE. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL COSTS TO REMOVE, REPAIR AND/OR REPLACE NON-CONFORMING CONCRETE AND/OR PAVEMENT SURFACES. 4.IT IS STRONGLY RECOMMENDED THAT THE CONTRACTOR REVIEW THE INTENDED CONSTRUCTION TO ENSURE SAME IS CONSISTENT WITH THE LOCAL BUILDING CODE PRIOR TO COMMENCING CONSTRUCTION. DRAINAGE AND UTILITY NOTES (Rev. 3/2023) 1.THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES. 2.LOCATIONS OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE, AND THE CONTRACTOR MUST INDEPENDENTLY VERIFY AND CONFIRM THOSE LOCATIONS AND SERVICES WITH LOCAL UTILITY COMPANIES PRIOR TO COMMENCING ANY CONSTRUCTION OR EXCAVATION. THE CONTRACTOR MUST INDEPENDENTLY VERIFY AND CONFIRM ALL SANITARY CONNECTION POINTS AND ALL OTHER UTILITY SERVICE CONNECTION POINTS IN THE FIELD, PRIOR TO COMMENCING ANY CONSTRUCTION. THE CONTRACTOR MUST REPORT ALL DISCREPANCIES, ERRORS AND OMISSIONS IN WRITING, TO THE PROFESSIONAL OF RECORD AND BOHLER. 3.THE CONTRACTOR MUST VERTICALLY AND HORIZONTALLY LOCATE ALL UTILITIES AND SERVICES INCLUDING, BUT NOT LIMITED TO, GAS, WATER, ELECTRIC, SANITARY AND STORM, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN THE LIMITS OF DISTURBANCE OR WORK SPACE, WHICHEVER IS GREATER. THE CONTRACTOR MUST USE, REFER TO, AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL OF THE UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL DAMAGE TO ANY EXISTING UTILITIES WHICH OCCUR DURING CONSTRUCTION, AT NO COST TO THE OWNER AND AT CONTRACTOR'S SOLE COST AND EXPENSE. THE CONTRACTOR MUST BEAR ALL COSTS ASSOCIATED WITH DAMAGE TO ANY EXISTING UTILITIES WHICH OCCURS DURING CONSTRUCTION. 4.THE CONTRACTOR MUST FIELD VERIFY THE PROPOSED INTERFACE POINTS (CROSSINGS) WITH EXISTING UNDERGROUND UTILITIES BY USING A TEST PIT TO CONFIRM EXACT DEPTH, PRIOR TO COMMENCEMENT OF CONSTRUCTION. 5.STORMWATER ROOF DRAIN LOCATIONS ARE BASED ON ARCHITECTURAL PLANS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING LOCATIONS, SIZE, AND MATERIAL OF SAME BASED UPON FINAL ARCHITECTURAL PLANS.  6.THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING SITE PLAN DOCUMENTS AND ARCHITECTURAL PLANS FOR EXACT BUILDING UTILITY CONNECTION LOCATIONS; GREASE TRAP REQUIREMENTS; AND DETAILS, DOOR ACCESS, AND EXTERIOR GRADING. THE ARCHITECT WILL DETERMINE THE UTILITY SERVICE SIZES. THE CONTRACTOR MUST COORDINATE INSTALLATION OF UTILITY SERVICES WITH THE INDIVIDUAL COMPANIES TO AVOID CONFLICTS AND TO ENSURE THAT PROPER DEPTHS ARE ACHIEVED. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT INSTALLATION OF ALL IMPROVEMENTS COMPLIES WITH ALL UTILITY REQUIREMENTS OF THE APPLICABLE JURISDICTION AND REGULATORY AGENCIES AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES AND, FURTHER, IS RESPONSIBLE FOR COORDINATING THE UTILITY TIE-INS/CONNECTIONS PRIOR TO CONNECTING TO THE EXISTING UTILITY/SERVICE. WHERE A CONFLICT(S) EXISTS BETWEEN THESE DOCUMENTS AND THE ARCHITECTURAL PLANS, OR WHERE ARCHITECTURAL PLAN UTILITY CONNECTION POINTS DIFFER, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE PROFESSIONAL OF RECORD AND BOHLER, IN WRITING, AND PRIOR TO CONSTRUCTION, MUST RESOLVE SAME. 7.ALL FILL, COMPACTION, AND BACKFILL MATERIALS REQUIRED FOR UTILITY INSTALLATION MUST BE EXACTLY AS PER THE RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT AND THE CONTRACTOR MUST COORDINATE SAME WITH THE APPLICABLE UTILITY COMPANY SPECIFICATIONS. WHEN THE PROJECT DOES NOT HAVE GEOTECHNICAL RECOMMENDATIONS, FILL AND COMPACTION MUST COMPLY WITH APPLICABLE REQUIREMENTS AND SPECIFICATIONS. THE PROFESSIONAL OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR DESIGN OF TRENCH BACKFILL OR FOR COMPACTION REQUIREMENTS 8.DURING THE INSTALLATION OF SANITARY, STORM, AND ALL UTILITIES, THE CONTRACTOR MUST MAINTAIN A CONTEMPORANEOUS AND THOROUGH RECORD OF CONSTRUCTION TO IDENTIFY THE AS-INSTALLED LOCATIONS OF ALL UNDERGROUND INFRASTRUCTURE. THE CONTRACTOR MUST CAREFULLY NOTE ANY INSTALLATIONS THAT DEVIATE, IN ANY RESPECT, FROM THE INFORMATION CONTAINED IN THESE PLANS. THIS RECORD MUST BE KEPT ON A CLEAN COPY OF THE APPROPRIATE PLAN(S), WHICH THE CONTRACTOR MUST PROMPTLY PROVIDE TO THE OWNER IMMEDIATELY UPON THE COMPLETION OF WORK. 9.THE CONTRACTOR MUST ENSURE THAT ALL UTILITY TRENCHES LOCATED IN EXISTING PAVED ROADWAYS INCLUDING SANITARY, WATER AND STORM SYSTEMS, ARE REPAIRED IN ACCORDANCE WITH REFERENCED MUNICIPAL, COUNTY AND OR STATE DOT DETAILS AS APPLICABLE. THE CONTRACTOR MUST COORDINATE INSPECTION AND APPROVAL OF COMPLETED WORK WITH THE AGENCY WITH JURISDICTION OVER SAME. 10.FINAL LOCATIONS OF PROPOSED UTILITY POLES, AND/ OR POLES TO BE RELOCATED ARE AT THE SOLE DISCRETION OF THE RESPECTIVE UTILITY COMPANY, REGARDLESS OF WHAT THIS PLAN DEPICTS. 11.WATER SERVICE MATERIALS, BURIAL DEPTH, AND COVER REQUIREMENTS MUST BE SPECIFIED BY THE LOCAL UTILITY COMPANY. THE CONTRACTOR MUST CONTACT THE APPLICABLE MUNICIPALITY TO CONFIRM THE PROPER WATER METER AND VAULT, PRIOR TO COMMENCING CONSTRUCTION. 12.THE TOPS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEANOUT MUST BE ADJUSTED, AS NECESSARY, TO MATCH PROPOSED FINISHED GRADES WITH NO TRIPPING OR SAFETY HAZARD IN ACCORDANCE WITH ALL APPLICABLE STANDARDS, REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. PROPOSED NOTE CURB AND GUTTER SPILL TRANSITION DEPRESSED CURB AND GUTTER TYPICAL NOTE TEXT NEIGHBORING PROPERTY LINE / INTERIOR PARCEL LINE STANDARD DRAWING LEGEND FOR ENTIRE PLAN SET ONSITE PROPERTY LINE / R.O.W. LINE EASEMENT LINE SETBACK LINE CONCRETE CURB & GUTTER UTILITY POLE WITH LIGHT POLE LIGHT TRAFFIC LIGHT UTILITY POLE TYPICAL LIGHT ACORN LIGHT TYPICAL SIGN PARKING COUNTS BORING BENCHMARK EP SANITARY LABEL STORM LABEL SANITARY SEWER LATERAL UNDERGROUND WATER LINE UNDERGROUND ELECTRIC LINE UNDERGROUND GAS LINE OVERHEAD WIRE UNDERGROUND TELEPHONE LINE UNDERGROUND CABLE LINE STORM SEWER SANITARY SEWER MAIN HYDRANT SANITARY MANHOLE STORM MANHOLE WATER METER WATER VALVE GAS VALVE GAS METER TYPICAL END SECTION HEADWALL OR ENDWALL GRATE INLET CURB INLET CLEAN OUT ELECTRIC MANHOLE TELEPHONE MANHOLE ELECTRIC BOX ELECTRIC PEDESTAL MONITORING WELL TEST PIT TC BC 516.00 515.55 TC 516.00 190CONTOUR LINE SPOT ELEVATIONS 187 LOW LOW LOD LOD LIMIT OF WORK LIMIT OF DISTURBANCE MATCH EX (518.02 ±) X S-100 A-100 C E G OH T W S SL S D WM G GV C/O T E E B-# T-# SAWCUT LINE GENERAL NOTES (Rev. 1/2023) 1.THESE PLANS ARE SOLELY BASED ON INFORMATION THE OWNER AND OTHERS PROVIDED TO (HEREIN “BOHLER”) PRIOR TO THE DATE ON WHICH THE PROFESSIONAL OF RECORD AND BOHLER PREPARED THESE PLANS. THE CONTRACTOR MUST FIELD VERIFY ALL EXISTING CONDITIONS AND IMMEDIATELY NOTIFY BOHLER , IN WRITING, IF ANY ACTUAL SITE CONDITIONS DIFFER FROM THOSE SHOWN ON THESE PLANS, OR IF THE PROPOSED WORK CONFLICTS WITH ANY OTHER SITE FEATURES. 2.THE CONTRACTOR MUST STRICTLY COMPLY WITH THESE NOTES AND ALL SPECIFICATIONS/REPORTS CONTAINED HEREIN. THE CONTRACTOR MUST ENSURE THAT ALL SUBCONTRACTORS FULLY AND COMPLETELY CONFORM TO AND COMPLY WITH THESE REQUIREMENTS, THESE NOTES, AND THE REQUIREMENTS ARTICULATED IN THE NOTES CONTAINED IN ALL THE OTHER DRAWINGS THAT COMPRISE THE PLAN SET OF DRAWINGS. ADDITIONAL NOTES AND SPECIFIC PLAN NOTES MAY BE FOUND ON THE INDIVIDUAL PLANS. THESE GENERAL NOTES APPLY TO THIS ENTIRE DOCUMENT PACKAGE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW ALL CONSTRUCTION CONTRACT DOCUMENTS INCLUDING, BUT NOT LIMITED TO, ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE, PRIOR TO THE INITIATION AND COMMENCEMENT OF CONSTRUCTION. 3.PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR MUST CONFIRM WITH THE PROFESSIONAL OF RECORD AND BOHLER THAT THE LATEST EDITION OF THE DOCUMENTS AND/OR REPORTS REFERENCED WITHIN THE PLAN REFERENCES ARE BEING USED FOR CONSTRUCTION. THIS IS THE CONTRACTOR'S SOLE AND COMPLETE RESPONSIBILITY. 4.PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR MUST ENSURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION IS TO BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED THE CONDITIONS OF APPROVAL TO ALL PLANS AND OTHER DOCUMENTS REVIEWED AND APPROVED BY THE PERMITTING AUTHORITIES AND HAS ALSO CONFIRMED THAT ALL NECESSARY AND REQUIRED PERMITS HAVE BEEN OBTAINED. THE CONTRACTOR MUST HAVE COPIES OF ALL PERMITS AND APPROVALS ON SITE AT ALL TIMES. 5.THE CONTRACTOR MUST ENSURE THAT ALL WORK IS PERFORMED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS/REPORTS AND CONDITIONS OF APPROVAL, AND ALL APPLICABLE REQUIREMENTS, RULES, REGULATIONS, STATUTORY REQUIREMENTS, CODES, LAWS AND STANDARDS OF ALL GOVERNMENTAL ENTITIES WITH JURISDICTION OVER THIS PROJECT, AND ALL PROVISIONS IN AND CONDITIONS OF THE CONSTRUCTION CONTRACT WITH THE OWNER/DEVELOPER INCLUDING ALL EXHIBITS, ATTACHMENTS AND ADDENDA TO SAME. 6.PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR MUST COORDINATE THE BUILDING LAYOUT BY CAREFULLY REVIEWING THE MOST CURRENT ARCHITECTURAL, CIVIL AND STRUCTURAL CONSTRUCTION DOCUMENTS (INCLUDING, BUT NOT LIMITED TO, MECHANICAL, ELECTRICAL, PLUMBING AND FIRE SUPPRESSION PLANS, WHERE APPLICABLE). THE CONTRACTOR MUST IMMEDIATELY NOTIFY OWNER, ARCHITECT AND PROFESSIONAL OF RECORD AND BOHLER, IN WRITING, OF ANY CONFLICTS, DISCREPANCIES OR AMBIGUITIES WHICH EXIST BETWEEN THESE PLANS AND ANY OTHER PLANS THAT COMPRISE THE CONSTRUCTION DOCUMENTS. 7.CONTRACTOR MUST REFER TO AND ENSURE COMPLIANCE WITH THE APPROVED ARCHITECTURAL/BUILDING PLANS OF RECORD FOR EXACT LOCATIONS AND DIMENSIONS OF ENTRY/EXIT POINTS, ELEVATIONS, PRECISE BUILDING DIMENSIONS, AND EXACT BUILDING UTILITY LOCATIONS. 8.THE CONTRACTOR MUST FIELD VERIFY ALL DIMENSIONS AND MEASUREMENTS SHOWN ON THESE PLANS, PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR MUST IMMEDIATELY NOTIFY PROFESSIONAL OF RECORD, BOHLER, MUNICIPAL ENGINEER, AND CONSTRUCTION INSPECTOR IN WRITING, IF ANY CONFLICTS, DISCREPANCIES, OR AMBIGUITIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION. NO EXTRA COMPENSATION WILL BE PAID TO THE CONTRACTOR FOR WORK WHICH HAS TO BE RE-DONE OR REPAIRED DUE TO DIMENSIONS, MEASUREMENTS OR GRADES SHOWN INCORRECTLY ON THESE PLANS PRIOR TO BOTH (A) THE CONTRACTOR GIVING PROFESSIONAL OF RECORD AND BOHLER WRITTEN NOTIFICATION OF SAME AND (B) PROFESSIONAL OF RECORD AND BOHLER, THEREAFTER, PROVIDING THE CONTRACTOR WITH WRITTEN AUTHORIZATION TO PROCEED WITH SUCH ADDITIONAL WORK. 9.THE CONTRACTOR MUST VERIFY ALL DIMENSIONS AND MEASUREMENTS INCLUDED ON DESIGN DOCUMENTS HEREIN AND MUST NOT SCALE OFF THE DRAWINGS DUE TO POTENTIAL PRINTING INACCURACIES. ALL DIMENSIONS AND MEASUREMENTS ARE TO BE CHECKED AND CONFIRMED BY THE GENERAL CONTRACTOR PRIOR TO PREPARATION OF SHOP DRAWINGS, FABRICATION/ORDERING OF PARTS AND MATERIALS AND COMMENCEMENT OF SITE WORK. SITE PLAN DRAWINGS ARE NOT INTENDED AS SURVEY DOCUMENTS. DIMENSIONS SUPERSEDE GRAPHICAL REPRESENTATIONS. THE CONTRACTOR MUST MAKE CONTRACTOR'S OWN MEASUREMENTS FOR LAYOUT OF IMPROVEMENTS. 10.THE OWNER AND CONTRACTOR MUST BE FAMILIAR WITH AND RESPONSIBLE FOR THE PROCUREMENT OF ANY AND ALL CERTIFICATIONS REQUIRED FOR THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. 11.WHEN INCLUDED AS ONE OF THE REFERENCED DOCUMENTS, THE GEOTECHNICAL REPORT, SPECIFICATIONS AND RECOMMENDATIONS SET FORTH THEREIN ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND, IN CASE OF CONFLICT, DISCREPANCY OR AMBIGUITY, THE MORE STRINGENT REQUIREMENTS AND/OR RECOMMENDATIONS CONTAINED IN: (A) THE PLANS; AND (B) THE GEOTECHNICAL REPORT AND RECOMMENDATIONS, MUST TAKE PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR MUST NOTIFY THE PROFESSIONAL OF RECORD AND BOHLER, IN WRITING, OF ANY SUCH CONFLICT, DISCREPANCY OR AMBIGUITY BETWEEN THE GEOTECHNICAL REPORT AND PLANS AND SPECIFICATIONS, PRIOR TO PROCEEDING WITH ANY FURTHER WORK. IF A GEOTECHNICAL REPORT WAS NOT CREATED, THEN THE CONTRACTOR MUST FOLLOW AND COMPLY WITH ALL OF THE REQUIREMENTS OF ANY AND ALL MUNICIPAL, COUNTY, STATE, AND FEDERAL LAWS AND APPLICABLE SPECIFICATIONS WHICH HAVE JURISDICTION OVER THIS PROJECT. 12.PROFESSIONAL OF RECORD AND BOHLER ARE NEITHER LIABLE NOR RESPONSIBLE FOR ANY SUBSURFACE CONDITIONS AND FURTHER, HAS NO LIABILITY FOR ANY HAZARDOUS MATERIALS, HAZARDOUS SUBSTANCES, OR POLLUTANTS ON, ABOUT OR UNDER THE PROPERTY. 13.THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING WHEN AND WHERE SHORING IS REQUIRED AND FOR INSTALLING ALL SHORING REQUIRED DURING EXCAVATION (TO BE PERFORMED IN ACCORDANCE WITH CURRENT OSHA STANDARDS) AND ANY ADDITIONAL PRECAUTIONS TO BE TAKEN TO ASSURE THE STABILITY OF ADJACENT, NEARBY AND CONTIGUOUS STRUCTURES AND PROPERTIES. ALL OF THIS WORK IS TO BE PERFORMED AT CONTRACTOR'S SOLE COST AND EXPENSE. 14.THE CONTRACTOR MUST EXERCISE EXTREME CAUTION WHEN PERFORMING ANY WORK ACTIVITIES ADJACENT TO PAVEMENT, STRUCTURES, ETC. WHICH ARE TO REMAIN EITHER FOR AN INITIAL PHASE OF THE PROJECT OR AS PART OF THE FINAL CONDITION. THE CONTRACTOR IS RESPONSIBLE FOR TAKING ALL APPROPRIATE MEASURES REQUIRED TO ENSURE THE STRUCTURAL STABILITY OF SIDEWALKS AND PAVEMENT, UTILITIES, BUILDINGS, AND INFRASTRUCTURE WHICH ARE TO REMAIN, AND TO PROVIDE A SAFE WORK AREA FOR THIRD PARTIES, PEDESTRIANS AND ANYONE INVOLVED WITH THE PROJECT. 15.DEBRIS MUST NOT BE BURIED ON THE SUBJECT SITE. ALL DEMOLITION AND CONSTRUCTION WASTES, UNSUITABLE EXCAVATED MATERIAL, EXCESS SOIL AND DEBRIS (SOLID WASTE) MUST BE DISPOSED OF IN ACCORDANCE WITH THE REQUIREMENTS OF ANY AND ALL MUNICIPAL, COUNTY, STATE, AND FEDERAL LAWS AND APPLICABLE CODES WHICH HAVE JURISDICTION OVER THIS PROJECT OR OVER THE CONTRACTOR. 16.CONSTRUCTION DEBRIS DUMPSTER SERVICE SHALL BE CONTRACTED THROUGH WASTEPRO. CONTACT TOM DALY AT TDALY@WASTEPROUSA.COM, 407-774-0800. 17.IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO MAINTAIN RECORDS TO DEMONSTRATE PROPER AND FULLY COMPLIANT DISPOSAL ACTIVITIES, TO BE PROMPTLY PROVIDED TO THE OWNER UPON REQUEST. 18.THE CONTRACTOR MUST REPAIR, AT CONTRACTOR'S SOLE COST, ALL DAMAGE DONE TO ANY NEW OR EXISTING CONSTRUCTION OR PROPERTY DURING THE COURSE OF CONSTRUCTION, INCLUDING BUT NOT LIMITED TO DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC. AND MUST BEAR ALL COSTS ASSOCIATED WITH SAME TO INCLUDE, BUT NOT BE LIMITED TO, REDESIGN, RE-SURVEY, RE-PERMITTING AND CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR AND MUST REPLACE ALL SIGNAL INTERCONNECTION CABLE, WIRING CONDUITS, AND ANY UNDERGROUND ACCESSORY EQUIPMENT DAMAGED DURING CONSTRUCTION AND MUST BEAR ALL COSTS ASSOCIATED WITH SAME. THE REPAIR OF ANY SUCH NEW OR EXISTING CONSTRUCTION OR PROPERTY MUST RESTORE SUCH CONSTRUCTION OR PROPERTY TO A CONDITION EQUIVALENT TO OR BETTER THAN THE CONDITIONS PRIOR TO COMMENCEMENT OF THE CONSTRUCTION, AND IN CONFORMANCE WITH APPLICABLE CODES, LAWS, RULES, REGULATIONS, STATUTORY REQUIREMENTS AND STATUTES. THE CONTRACTOR MUST BEAR ALL COSTS ASSOCIATED WITH SAME. THE CONTRACTOR MUST, PROMPTLY, DOCUMENT ALL EXISTING DAMAGE AND NOTIFY, IN WRITING, THE OWNER AND THE CONSTRUCTION MANAGER PRIOR TO THE START OF CONSTRUCTION. 19.THE PROFESSIONAL OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR AND HAVE NO CONTRACTUAL, LEGAL OR OTHER RESPONSIBILITIES FOR JOB SITE SAFETY JOB SITE SUPERVISION, OR ANYTHING RELATED TO SAME. THE PROFESSIONAL OF RECORD AND BOHLER HAVE NOT BEEN RETAINED TO PERFORM OR TO BE RESPONSIBLE FOR JOB SITE SAFETY, SAME BEING WHOLLY OUTSIDE OF PROFESSIONAL OF RECORD'S AND BOHLER SERVICES AS RELATED TO THE PROJECT. THE PROFESSIONAL OF RECORD AND BOHLER ARE NOT RESPONSIBLE TO IDENTIFY OR REPORT ANY JOB SITE SAFETY ISSUES OR ANY JOB SITE CONDITIONS, AT ANY TIME. 20.THE CONTRACTOR MUST IMMEDIATELY IDENTIFY IN WRITING, TO THE PROFESSIONAL OF RECORD AND BOHLER , ANY DISCREPANCIES THAT MAY OR COULD AFFECT THE PUBLIC SAFETY, HEALTH OR GENERAL WELFARE, OR PROJECT COST. IF THE CONTRACTOR PROCEEDS WITH CONSTRUCTION WITHOUT PROVIDING PROPER WRITTEN NOTIFICATION AS DESCRIBED ABOVE, IT WILL BE AT THE CONTRACTOR'S OWN RISK AND, FURTHER, THE CONTRACTOR MUST INDEMNIFY, DEFEND AND HOLD HARMLESS THE PROFESSIONAL OF RECORD AND BOHLER FOR ANY AND ALL DAMAGES, COSTS, INJURIES, ATTORNEY'S FEES AND THE LIKE WHICH RESULT FROM OR ARE IN ANY WAY RELATED TO SAME INCLUDING, BUT NOT LIMITED TO, ANY THIRD PARTY AND FIRST PARTY CLAIMS. 21.THE PROFESSIONAL OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR ANY INJURY OR DAMAGES RESULTING FROM THE CONTRACTOR'S FAILURE TO BUILD OR CONSTRUCT IN STRICT ACCORDANCE WITH THE APPROVED PLANS, AND CURRENT CODES, RULES, STATUTES AND THE LIKE. IF THE CONTRACTOR AND/OR OWNER FAIL TO BUILD OR CONSTRUCT IN STRICT ACCORDANCE WITH APPROVED PLANS, RULES, STATUTES, CODES AND THE LIKE, THE CONTRACTOR AND/OR OWNER AGREE TO AND MUST JOINTLY, INDEPENDENTLY, SEPARATELY, AND SEVERALLY INDEMNIFY AND HOLD THE PROFESSIONAL OF RECORD AND BOHLER HARMLESS FOR AND FROM ALL INJURIES, CLAIMS AND DAMAGES THAT PROFESSIONAL OF RECORD AND BOHLER SUFFER AND ANY AND ALL COSTS THAT PROFESSIONAL OF RECORD AND BOHLER INCUR AS RELATED TO SAME. 22.ALL CONTRACTORS MUST CARRY AT LEAST THE MINIMUM AMOUNT OF THE SPECIFIED AND COMMERCIALLY REASONABLE STATUTORY WORKER'S COMPENSATION INSURANCE, EMPLOYER'S LIABILITY INSURANCE AND COMMERCIAL GENERAL LIABILITY INSURANCE (CGL) INCLUDING ALSO ALL UMBRELLA COVERAGES. ALL CONTRACTORS MUST HAVE THEIR CGL POLICIES ENDORSED TO NAME BOHLER , AND ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS AS ADDITIONAL NAMED INSUREDS AND TO PROVIDE CONTRACTUAL LIABILITY COVERAGE SUFFICIENT TO INSURE (DEFEND, IF APPLICABLE) AND HOLD HARMLESS AND INDEMNITY OBLIGATIONS ASSUMED AND AGREED TO BY THE CONTRACTOR HEREIN. ALL CONTRACTORS MUST FURNISH BOHLER WITH CERTIFICATIONS OF INSURANCE OR CERTIFICATES OF INSURANCE AS EVIDENCE OF THE REQUIRED INSURANCE COVERAGES PRIOR TO COMMENCING ANY WORK AND UPON RENEWAL OF EACH POLICY DURING THE ENTIRE PERIOD OF CONSTRUCTION AND FOR TWO YEARS AFTER THE COMPLETION OF CONSTRUCTION AND AFTER ALL PERMITS ARE ISSUED, WHICHEVER DATE IS LATER. IN ADDITION, ALL CONTRACTORS AGREE THAT THEY WILL, TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, INDEMNIFY, DEFEND AND HOLD HARMLESS BOHLER AND ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS FROM AND AGAINST ANY DAMAGES, INJURIES, CLAIMS, ACTIONS, PENALTIES, EXPENSES, PUNITIVE DAMAGES, TORT DAMAGES, STATUTORY CLAIMS, STATUTORY CAUSES OF ACTION, LOSSES, CAUSES OF ACTION, LIABILITIES OR COSTS, INCLUDING, BUT NOT LIMITED TO, REASONABLE ATTORNEYS' FEES AND DEFENSE COSTS, ARISING OUT OF OR IN ANY WAY CONNECTED WITH OR TO THE PROJECT, INCLUDING ALL CLAIMS BY EMPLOYEES OF THE CONTRACTOR(S), ALL CLAIMS BY THIRD PARTIES AND ALL CLAIMS RELATED TO THE PROJECT. THE CONTRACTOR MUST NOTIFY PROFESSIONAL OF RECORD, IN WRITING, AT LEAST THIRTY (30) DAYS PRIOR TO ANY TERMINATION, SUSPENSION OR CHANGE OF ITS INSURANCE HEREUNDER. 23.THE PROFESSIONAL OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR CONSTRUCTION METHODS, MEANS, TECHNIQUES OR PROCEDURES, GENERALLY OR FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES OR PROCEDURES FOR COMPLETION OF THE WORK DEPICTED BOTH ON THESE PLANS, AND FOR ANY CONFLICTS IN SCOPE AND REVISIONS THAT RESULT FROM SAME. THE CONTRACTOR IS FULLY AND SOLELY RESPONSIBLE FOR DETERMINING THE MEANS AND METHODS FOR COMPLETION OF THE WORK, PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 24.NEITHER THE PROFESSIONAL ACTIVITIES OF BOHLER, NOR THE PRESENCE OF BOHLER AND/OR ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS AT A CONSTRUCTION/PROJECT SITE (HEREIN “BOHLER PARTIES”), RELIEVES OR WILL RELIEVE THE CONTRACTOR OF AND FROM CONSTRUCTION MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES NECESSARY FOR PERFORMING, OVERSEEING, SUPERINTENDING AND COORDINATING THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND COMPLIANCE WITH ALL HEALTH AND SAFETY PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIES WITH JURISDICTION OVER THE PROJECT AND/OR PROPERTY. BOHLER PARTIES HAVE NO AUTHORITY TO EXERCISE ANY CONTROL OVER (OR ANY RESPONSIBILITY FOR) ANY CONSTRUCTION, THE CONTRACTOR OR ITS EMPLOYEES RELATING TO THEIR WORK AND ANY AND ALL HEALTH AND SAFETY PROGRAMS OR PROCEDURES. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SITE SAFETY. THE CONTRACTOR MUST INDEMNIFY, DEFEND, PROTECT AND HOLD HARMLESS BOHLER PARTIES FOR AND FROM ANY LIABILITY TO BOHLER PARTIES RESULTING FROM THE CONTRACTOR'S WORK, SERVICES AND/OR VIOLATIONS OF THIS NOTE, THESE NOTES OR ANY NOTES IN THE PLAN SET AND, FURTHER, THE CONTRACTOR MUST NAME BOHLER AS AN ADDITIONAL INSURED UNDER THE GENERAL CONTRACTOR'S POLICIES OF GENERAL LIABILITY INSURANCE AS DESCRIBED ABOVE. 25.WHEN IT IS CLEARLY AND SPECIFICALLY WITHIN BOHLER'S SCOPE OF SERVICES CONTRACT WITH THE OWNER/DEVELOPER, BOHLER WILL REVIEW OR TAKE OTHER APPROPRIATE ACTION ON THE CONTRACTOR SUBMITTALS, SUCH AS SHOP DRAWINGS, PRODUCT DATA, SAMPLES, AND OTHER DATA, WHICH THE CONTRACTOR IS REQUIRED TO SUBMIT, BUT ONLY FOR THE LIMITED PURPOSE OF EVALUATING CONFORMANCE WITH THE DESIGN INTENT AND THE INFORMATION SHOWN IN THE CONSTRUCTION CONTRACT DOCUMENTS. CONSTRUCTION MEANS AND METHODS AND/OR TECHNIQUES OR PROCEDURES, COORDINATION OF THE WORK WITH OTHER TRADES, AND CONSTRUCTION SAFETY PRECAUTIONS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND BOHLER HAS NO RESPONSIBILITY OR LIABILITY FOR SAME. BOHLER WILL PERFORM ITS SHOP DRAWING REVIEW WITH REASONABLE PROMPTNESS, AS CONDITIONS PERMIT. ANY DOCUMENT, DOCUMENTING BOHLER'S REVIEW OF A SPECIFIC ITEM OR LIMITED SCOPE, MUST NOT INDICATE THAT BOHLER HAS REVIEWED THE ENTIRE ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. BOHLER IS NOT RESPONSIBLE FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR MUST, IN WRITING, PROMPTLY AND IMMEDIATELY BRING ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS TO BOHLER'S ATTENTION. BOHLER IS NOT REQUIRED TO REVIEW PARTIAL SUBMISSIONS OR THOSE FOR WHICH SUBMISSIONS OF CORRELATED ITEMS HAVE NOT BEEN RECEIVED. 26.IF THE CONTRACTOR DEVIATES FROM THESE PLANS AND/OR SPECIFICATIONS, INCLUDING THE NOTES CONTAINED HEREIN, WITHOUT FIRST OBTAINING THE PRIOR WRITTEN AUTHORIZATION OF THE PROFESSIONAL OF RECORD AND BOHLER FOR ALL DEVIATIONS WITHIN PROFESSIONAL OF RECORD'S SCOPE, THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE PAYMENT OF ALL COSTS INCURRED IN CORRECTING ANY WORK PERFORMED WHICH DEVIATES FROM THE PLANS, ALL FINES AND/OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM AND, FURTHER, MUST DEFEND, INDEMNIFY, PROTECT, AND HOLD HARMLESS THE PROFESSIONAL OF RECORD AND BOHLER PARTIES TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, FOR AND FROM ALL FEES, ATTORNEYS' FEES, DAMAGES, COSTS, JUDGMENTS, CLAIMS, INJURIES, PENALTIES AND THE LIKE RELATED TO SAME. 27.THE CONTRACTOR IS RESPONSIBLE FOR A MAINTAINING AND PROTECTING THE TRAFFIC CONTROL PLAN AND ELEMENTS IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REQUIREMENTS, FOR ALL WORK THAT AFFECTS PUBLIC TRAVEL EITHER IN THE RIGHT OF WAY OR ON SITE. THE COST FOR THIS ITEM MUST BE INCLUDED IN THE CONTRACTOR'S PRICE AND IS THE CONTRACTOR'S SOLE RESPONSIBILITY. 28.OWNER MUST MAINTAIN AND PRESERVE ALL PHYSICAL SITE FEATURES AND DESIGN FEATURES DEPICTED ON THE PLANS AND RELATED DOCUMENTS IN STRICT ACCORDANCE WITH THE APPROVED PLAN(S) AND DESIGN; AND, FURTHER, THE PROFESSIONAL OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR ANY FAILURE TO SO MAINTAIN OR PRESERVE SITE AND/OR DESIGN FEATURES. IF OWNER FAILS TO MAINTAIN AND/OR PRESERVE ALL PHYSICAL SITE FEATURES AND/OR DESIGN FEATURES DEPICTED ON THE PLANS AND RELATED DOCUMENTS, OWNER AGREES TO INDEMNIFY AND HOLD THE PROFESSIONAL OF RECORD AND BOHLER PARTIES, HARMLESS FOR ALL INJURIES, DAMAGES AND COSTS THAT PROFESSIONAL OF RECORD AND BOHLER INCUR AS A RESULT OF SAID FAILURE OR FAILURE TO PRESERVE. 29.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING THAT ALL CONSTRUCTION ACTIVITIES AND MATERIALS COMPLY WITH AND CONFORM TO APPLICABLE FEDERAL, STATE AND LOCAL RULES AND REGULATIONS, LAWS, ORDINANCES, AND CODES, AND ALL APPLICABLE REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970, (29 U.S.C. 651 ET SEQ.) AS AMENDED, AND ANY MODIFICATIONS, AMENDMENTS OR REVISIONS TO SAME. 30.THE CONTRACTOR MUST STRICTLY COMPLY WITH THE LATEST AND CURRENT OSHA STANDARDS AND REGULATIONS, AND/OR ANY OTHER AGENCY WITH JURISDICTION OVER EXCAVATION AND TRENCHING PROCEDURES. PROFESSIONAL OF RECORD AND BOHLER HAS NO RESPONSIBILITY FOR OR AS RELATED TO EXCAVATION AND TRENCHING PROCEDURES AND WORK. 31.THE CONTRACTOR AND THE OWNER MUST INSTALL ALL ELEMENTS AND COMPONENTS IN STRICT COMPLIANCE WITH AND IN ACCORDANCE WITH MANUFACTURER'S STANDARDS AND RECOMMENDED INSTALLATION CRITERIA AND SPECIFICATIONS. IF THE CONTRACTOR AND/OR OWNER FAIL TO DO SO, THEY AGREE TO JOINTLY, INDEPENDENTLY, SEPARATELY, COLLECTIVELY, AND SEVERALLY INDEMNIFY, DEFEND, PROTECT AND HOLD PROFESSIONAL OF RECORD AND BOHLER PARTIES HARMLESS FOR ALL INJURIES AND DAMAGES THAT PROFESSIONAL OF RECORD SUFFERS AND COSTS THAT PROFESSIONAL OF RECORD INCURS AS A RESULT OF SAID FAILURE. 32.THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN AN ON-SITE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IN COMPLIANCE WITH THE ENVIRONMENTAL PROTECTION AGENCY (EPA) REQUIREMENTS OR LOCAL GOVERNING AGENCY FOR SITES WHERE ONE (1) ACRE OR MORE IS DISTURBED BY CONSTRUCTION ACTIVITIES (UNLESS THE LOCAL JURISDICTION REQUIRES A DIFFERENT THRESHOLD). THE CONTRACTOR MUST ENSURE THAT ALL ACTIVITIES, INCLUDING THOSE OF ALL SUBCONTRACTORS, ARE IN COMPLIANCE WITH THE SWPPP, INCLUDING BUT NOT LIMITED TO LOGGING ACTIVITIES (MINIMUM ONCE PER WEEK AND AFTER RAINFALL EVENTS) AND CORRECTIVE MEASURES, AS APPROPRIATE AND FURTHER, THE CONTRACTOR IS SOLELY AND COMPLETELY RESPONSIBLE FOR FAILING TO DO SO. 33.AS CONTAINED IN THESE DRAWINGS AND ASSOCIATED DOCUMENTS PREPARED BY THE PROFESSIONAL OF RECORD AND BOHLER, THE USE OF THE WORDS 'CERTIFY' OR 'CERTIFICATION' CONSTITUTE(S) AN EXPRESSION ONLY OF PROFESSIONAL OPINION REGARDING THE INFORMATION WHICH IS THE SUBJECT OF THE PROFESSIONAL OF RECORD'S AND BOHLER KNOWLEDGE OR BELIEF AND IN ACCORDANCE WITH COMMON AND ACCEPTED PROCEDURE CONSISTENT WITH THE APPLICABLE STANDARDS OF PRACTICE, AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE OF ANY NATURE OR TYPE, EITHER EXPRESSED OR IMPLIED, UNDER ANY CIRCUMSTANCES. BOHLER ENGINEERING, FL, LLC OUTSIDE SOURCE NOTES (Rev. 11/2023) ANY INFORMATION, DRAWINGS, DATA, PLANS, SPECIFICATIONS, MATERIALS, FIGURES, DOCUMENTATION, REPORTS, AND THE LIKE WHICH IS INDICATED TO HAVE BEEN PREPARED “BY OTHERS” (HEREIN, “BY OTHERS REPORTS, DOCUMENTS AND DETAILS”) HAS BEEN OR WILL BE CREATED, DEVELOPED, PREPARED, PERFORMED, AND ANALYZED BY AN ENTITY OR PARTY OTHER THAN THE “BOHLER” ENTITY INVOLVED WITH THIS PROJECT. THE “BOHLER” ENTITY IS NOT IN ANY WAY RESPONSIBLE FOR THE BY OTHERS REPORTS, DOCUMENTS AND DETAILS EVEN IF/WHERE INCLUDED IN THE “BOHLER” ENTITY'S PLANS, REPORTS, ETC. SAME HAS BEEN INCLUDED ON THIS PLAN FOR THE CONVENIENCE, ONLY, OF THE PROJECT OWNER, DEVELOPERS, CONTRACTORS AND CONSULTANTS AND IN ORDER TO COORDINATE THE “BOHLER” ENTITY'S DESIGN WITH THAT OF “OTHERS”. THE “BOHLER” ENTITY HAS ASSUMED, FOR PURPOSES OF THIS PLAN, THAT THE BY OTHERS REPORTS, DOCUMENTS AND DETAILS ARE CURRENT AND, IF APPLICABLE, PREPARED IN STRICT ACCORDANCE WITH ALL APPLICABLE COUNTY, STATE, FEDERAL AND OTHER STATUTES, LAWS, RULES, REGULATIONS, ORDINANCES AND THE LIKE. THE “BOHLER” ENTITY SPECIFICALLY DISCLAIMS ANY AND ALL LIABILITY AND RESPONSIBILITY FOR BY OTHERS REPORTS, DOCUMENTS AND DETAILS. THE ENTITY OR PERSON WHO CREATED THE INFORMATION CONTAINED IN THE BY OTHERS REPORTS, DOCUMENTS AND DETAILS (EXCLUDING INFORMATION AND/OR DETAILS SOLELY SUPPLIED BY A JURISDICTION AND/OR GOVERNING BODY) AGREES BY PARTICIPATING IN THIS PROJECT, RECEIVING, REVIEWING, USING AND/OR RELYING UPON THIS DOCUMENT, AND/OR BY AGREEING TO THE PROJECT OWNER/DEVELOPER'S CONTRACT DOCUMENTS, TO DEFEND, INDEMNIFY, PROTECT AND HOLD HARMLESS THE “BOHLER” ENTITY THAT PREPARED THIS DOCUMENT AND ITS EMPLOYEES FOR ANY AND ALL DAMAGES, INJURIES, COSTS, EXPENSES AND THE LIKE, TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, WHICH THE “BOHLER” ENTITY AND/OR ITS EMPLOYEES SUFFER OR INCUR AS A RESULT OF INCLUDING ANY BY OTHERS REPORTS, DOCUMENTS AND DETAILS IN AND ON OR IN THIS PLAN. ANYONE OR ANY ENTITY WHO RECEIVED, RELIES UPON AND/OR USES THIS PLAN, AGREES TO HOLD THE “BOHLER” ENTITY AND ITS EMPLOYEES HARMLESS FROM ANY CLAIMS, DAMAGES, INJURIES, COSTS AND EXPENSES, TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, FOR ANY DAMAGES, INJURIES, COSTS, EXPENSES AND THE LIKE, TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, WHICH IT OR THEY SUFFER OR INCUR AS A RESULT OF THE ANY BY OTHERS REPORTS, DOCUMENTS AND DETAILS INCORPORATED IN THE PLAN, AND EXPRESSLY CONFIRMS THAT BY RECEIVING, RELYING UPON AND/OR USING SAME, THE “BOHLER” ENTITY SHALL HAVE NO LIABILITY RELATED TO SAME. WITH RESPECT TO ALL BY OTHERS REPORTS, DOCUMENTS AND DETAILS, CONTRACTOR MUST VERIFY ALL INFORMATION CONTAINED IN THE SCOPE OF ALL PARTIES INVOLVED IN PREPARING THE BY OTHERS REPORTS, DOCUMENTS AND DETAILS PRIOR TO COMMENCING ANY CONSTRUCTION AND MUST VERIFY THAT THE INFORMATION IS THE LATEST, THE MOST RECENT AND THE MOST CURRENT REPORT, DOCUMENT AND DETAIL. REFERENCES ON THIS PLAN TO INFORMATION PREPARED OR CONTAINED IN BY OTHERS REPORTS, DOCUMENTS AND DETAILS DEPICTING AN OFF-SITE AREA WHERE NO DETAIL IS INCLUDED IS A REFERENCE TO AN AREA, DETAIL, SPECIFICATION OR DESIGN THAT HAS NOT BEEN DESIGNED OR CONSTRUCTED BY THE “BOHLER” ENTITY AND REGARDING WHICH THE “BOHLER” ENTITY HAS NO CONTROL OVER OR LIABILITY REGARDING, BUT IS ADDED TO THIS PLAN FOR INFORMATIONAL PURPOSES, ONLY. STANDARD ABBREVIATIONS FOR ENTIRE PLAN SET AASHTO AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS AC ACRE / ACRES AD AREA DRAIN ADA ACCESSIBLE / AMERICANS WITH DISABILITIES ACT AG ABOVE GROUND APPROX APPROXIMATE ARCH ARCHITECTURAL ASPH ASPHALT ASSF AREA SUBJECT TO STORMWATER FLOWAGE ASSOC ASSOCIATION BC BOTTOM OF CURB BF BASEMENT FLOOR BIO BIOGARDEN BIT BITUMINOUS BK BLOCK BL BASELINE BLDG BUILDING BM BENCH MARK BRL BUILDING RESTRICTION LINE BVW BORDERING VEGETATIVE WETLAND CB CATCH BASIN CF CUBIC FEET CI CURB INLET CIT CHANGE IN TYPE CL CENTER LINE CMP CORRUGATED METAL PIPE CO CLEAN OUT CONC CONCRETE CONN CONNECTION COORD COORDINATE CPP CORRUGATED PLASTIC PIPE CY CUBIC YARD DEC DECORATIVE DEP DEPARTMENT OF ENVIRONMENTAL PROTECTION DET DETENTION DIA DIAMETER DMH DRAINAGE MANHOLE DOM DOMESTIC DOT DEPARTMENT OF TRANSPORTATION DP DESIGN POINT DWL DASHED WHITE LINE DYL DOUBLE YELLOW LINE EG EXISTING GRADE ELEC ELECTRIC ELEV ELEVATION EP / EOP EDGE OF PAVEMENT ES / EOS EDGE OF SHOULDER EW END WALL EX EXISTING FEMA FEDERAL EMERGENCY MANAGEMENT AGENCY FES FLARED END SECTION FF FINISH / FIRST FLOOR FFE FINISH / FIRST FLOOR ELEVATION FG FINISH GRADE FH FIRE HYDRANT FM FORCE MAIN FO FIBER OPTIC G GRADE GC GENERAL CONTRACTOR GEO GEOTECH/GEOTECHNICAL GF / GFE GARAGE FLOOR ELEVATION (AT DOOR) GFA GROSS FLOOR AREA GH GRADE HIGH (WALL) GL GRADE LOW (WALL) GRT GRATE GT GREASE TRAP GV GATE VALVE HDPE HIGH DENSITY POLYETHYLENE HOR HORIZONTAL HP HIGH POINT HW HEADWALL ICS INLET CONTROL STRUCTURE INF INFILTRATION INT INTERSECTION INV INVERT LF LINEAR FOOT LOC LIMIT OF CLEARING LOD LIMIT OF DISTURBANCE LOS LINE OF SIGHT LOW LIMIT OF WORK LP LOW POINT LS LANDSCAPE LSA LANDSCAPE AREA MAX MAXIMUM ME MATCH EXISTING MEP MECHANICAL, ELECTRICAL, AND PLUMBING MH MANHOLE MIN MINIMUM MJ MECHANICAL JOINT MUTCD MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES NOAA NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION NRCS NATIONAL RESOURCE CONSERVATION SERVICE O&M OPERATIONS AND MAINTENANCE OC ON CENTER OCS OUTLET CONTROL STRUCTURE OGS OIL AND GRIT SEPARATOR ORD ORDINANCE PA / POA POINT OF ANALYSIS PC POINT OF CURVATURE PCCR POINT OF CURVATURE, CURB RETURN PERF PERFORATED PG PROPOSED GRADE PI POINT OF INTERSECTION POG POINT OF GRADE PP POLYPROPYLENE PIPE PROP PROPOSED PT POINT OF TANGENCY PTCR POINT OF TANGENCY, CURB RETURN PVI POINT OF VERTICAL INTERSECTION PVMT PAVEMENT PVT POINT OF VERTICAL TANGENCY R RADIUS / RADII R/W RIGHT-OF-WAY / RIGHTS-OF-WAY RCP REINFORCED CONCRETE PIPE RD ROOF DRAIN REGS REGULATIONS RELO TO BE RELOCATED REQ REQUIRED RET RETENTION RET WALL RETAINING WALL RETO TO BE RETURNED TO OWNER RG RAIN GARDEN S SLOPE SAN SANITARY SEWER SESC SOIL EROSION AND SEDIMENT CONTROL SHLO STATE HIGHWAY LAYOUT SMH SANITARY MANHOLE STA STATION STM STORM WATER / STORM SEWER SWL SINGLE/SOLID WHITE LINE SWPPP STORMWATER POLLUTION PREVENTION PLAN TBA TO BE ABANDONED TBD TO BE DETERMINED TBP TO BE PROTECTED TBR TO BE REMOVED TBRR TO BE REMOVED AND REPLACED IN KIND TBS TO BE SALVAGED TBV TO BE VACATED TC TOP OF CURB Tc TIME OF CONCENTRATION TD TRENCH DRAIN TELE TELECOMMUNICATIONS / TELEDATA TPF TREE PROTECTION FENCE TR TO REMAIN TRANS TRANSITION TYP TYPICAL UG UNDERGROUND UP UTILITY POLE USGS UNITED STATES GEOLOGICAL SURVEY VERT VERTICAL VIF VERIFY IN FIELD W WIDE / WIDTH W/L WATER LINE WM WATER METER WQU WATER QUALITY UNIT YD YARD DRAIN #NUMBER #:# SLOPE EXPRESSED IN HORIZONTAL:VERTICAL IN FEET ±PLUS OR MINUS °DEGREE Ø DIAMETER H:\2023\FLA230280.00\ENGINEERING\CAD\DRAWINGS\PLAN SETS\P-CIVL-CNDS-FLA230280.00-0A.DWG PRINTED BY: LSHAKES 3.21.25 @ 9:36 AM LAST SAVED BY: LSHAKES STORE SHEET : : : : :CHECKED BY JOB NO. DRAWN BY DATE STORE 80% SUBMITTAL FOR CONSTRUCTION PRELIMINARY SHEET TITLE DWG EDITION 02.4 CAD ID : P14-LE-XP - TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S BO H L E R 600 N. WESTSHORE BLVD. SUITE 950 TAMPA, FLORIDA 33609 Phone:(813) 812-4100 Fax:(813) 812-4101 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 05/21/2024 #05814 FLA230280.00 X KK RI #05814 WINTER SPRINGS E SR 434 & MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 CITY OF WINTER SPRINGS 1 2 3 4 REVISION 4 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 08/06/2024 FDOT DRAINAGE COMMENTS RI KK 10/24/2024 CITY OF WINTER SPRINGS COMMENTS LS/RI KK 02/03/2024 CITY OF WINTER SPRINGS COMMENTS LS/RI KK/KM 03/18/2025 CITY OF WINTER SPRINGS LS/RI WG 03/18/2025 THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY KYLE STEVEN MOREL, PE, ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. C-001 CNDS COVER SHEET 2 2 2 2 2 3 Digitally signed by Kyle Morel DN: E=kmorel@bohlereng.com, CN=Kyle Morel, O="BOHLER ENGINEERING FL, LLC", L=Boca Raton, S=Florida, SERIALNUMBER=MAS20240828673826, C=US Date: 2025.03.21 11:35:32-04'00' 17 3 6 PROP PROPERTY LINE LOT 3 49,291 SQ.FT. 1.134 AC LOT 4-B 39,652 SQ.FT. 0.910 AC LOT 4-A 72,373 SQ.FT. 1.661 AC LOT 2 22,678 SQ.FT. 0.521 AC PROP ACE HARDWARE BUILDING INDOOR FFE = 44.86 OUTDOOR GARDEN COVERED AREA 6,163 SF TOTAL OUTDOOR SPACE LOT 1 83.196 SQ.FT. 1.910 AC INFRASTRUCTURE IMPROVEMENT COMPLETED BY LANDLORD PER CONSTRUCTION PLANS FOR SUTTON CROSSINGS IN S 36, T 21 S, R 31 E (GC TO FIELD VERIFY EX. GRADES, UTILITY LOCATIONS AND DEPTHS) LIMITS OF CURB REMOVAL LIMITS OF CURB REMOVAL EX. CURB (TBR) ALL EXISTING ONSITE FEATURES TO BE REMOVED AND PARCEL TO BE ROUGH GRADED BY OTHERS S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S W W W W W W W W W WV W W W W W W W WV WV WV 15' CITY SAN EASEMENT 10 ' S T M EA S E M E N T SS WV WV PROP FIRE HYDRANT ASSEMBLY FDC F F F F F F PROP 10' UTILITY EASEMENT (TO BE DEDICATED TO CITY OF WINTER SPRINGS) MICHAEL BLAKE BLVD. E . S T A T E R O A D 4 3 4 S50 ° 2 2 ' 2 5 " W 1 5 3 . 2 1 ' ( R ) EX. PROPERTY LINE (TO BE ADJUSTED) EX. POLE TO BE RELOCATED 44 44 44 42 41 40 4 3 4 3 4 3 4 2 43 44 44 H:\2023\FLA230280.00\ENGINEERING\CAD\DRAWINGS\PLAN SETS\P-CIVL-EXDM-FLA230280.00-0A.DWG PRINTED BY: LSHAKES 3.21.25 @ 9:36 AM LAST SAVED BY: RIMKA STORE SHEET : : : : :CHECKED BY JOB NO. DRAWN BY DATE STORE 80% SUBMITTAL FOR CONSTRUCTION PRELIMINARY SHEET TITLE DWG EDITION 02.4 CAD ID : P14-LE-XP - TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S BO H L E R 600 N. WESTSHORE BLVD. SUITE 950 TAMPA, FLORIDA 33609 Phone:(813) 812-4100 Fax:(813) 812-4101 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 05/21/2024 #05814 FLA230280.00 X KK RI #05814 WINTER SPRINGS E SR 434 & MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 CITY OF WINTER SPRINGS 1 2 3 4 REVISION 4 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 08/06/2024 FDOT DRAINAGE COMMENTS RI KK 10/24/2024 CITY OF WINTER SPRINGS COMMENTS LS/RI KK 02/03/2024 CITY OF WINTER SPRINGS COMMENTS LS/RI KK/KM 03/18/2025 CITY OF WINTER SPRINGS LS/RI WG 03/18/2025 THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY KYLE STEVEN MOREL, PE, ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. C-100 EXDM DEMOLITION PLAN DEMOLITION ABBREVIATIONS ABBREVIATION DESCRIPTION (TBA)TO BE ABANDONED (TBR)TO BE REMOVED (TBV)TO BE VACATED (RELO)TO BE RELOCATED NEIGHBORING PROPERTY LINE ONSITE PROPERTY LINE / R.O.W. LINE EX. STORM SEWER EX. SPOT ELEVATION EX. TREE TO BE REMOVED/ TO BE RELOCATED EX. EASEMENT EX. OVERHEAD ELECTRIC EX. SANITARY LINE EX. FENCE EX. CONCRETE EX. ROADWAY C/L LEGEND DEMOLITION NOTES: 1.BOHLER FL, LLC IS NOT RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION. CONTRACTOR IS TO PROCEED WITH THE DEMOLITION IN A SYSTEMATIC AND SAFE MANNER, FOLLOWING ALL THE OSHA REQUIREMENTS, TO ENSURE PUBLIC AND CONTRACTOR SAFETY. 2.ALL DEMOLITION ACTIVITIES ARE TO BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AS WELL AS ALL FEDERAL, STATE, AND LOCAL REGULATIONS. ANY DISCREPANCIES OR DEVIATIONS SHALL BE IDENTIFIED BY THE CONTRACTOR TO BOHLER FL, LLC IN WRITING FOR RESOLUTION PRIOR TO INITIATION OF SITE ACTIVITY. 3.PERMITS FOR DEVIATIONS SHALL BE APPLIED FOR AND APPROVED BY THE CITY OF WINTER SPRINGS PRIOR TO THE COMMENCEMENT OF DEVIATION. 4.PRIOR TO STARTING ANY DEMOLITION CONTRACTOR IS RESPONSIBLE FOR/TO: A.PRE -CONSTRUCTION MEETING SHALL BE SCHEDULED WITH THE CITY OF WINTER SPRINGS PRIOR TO CONSTRUCTION ACTIVITY. B.NO CONSTRUCTION SHALL COMMENCE WITHOUT AN INSPECTED AND APPROVED SITE WORK PERMIT FROM THE CITY OF WINTER SPRINGS. C.CONSTRUCTION FENCE WITH MESH SHALL BE FULLY INSTALLED, INSPECTED, AND APPROVED PRIOR TO CONSTRUCTION ACTIVITIES. D.NO CONSTRUCTION SHALL COMMENCE WITHOUT AN INSPECTED AND APPROVED SITE WORK PERMIT FROM THE CITY OF WINTER SPRINGS. E.EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE FULLY INSTALLED, INSPECTED, AND APPROVED BY THE CITY OF WINTER SPRINGS PRIOR TO CONSTRUCTION ACTIVITY. F.THE CONTRACTOR SHALL OBTAIN A SUNSHINE STATE ONE CALL LOCATION CERTIFICATION PRIOR TO ANY EXCAVATION OR DEMOLITION. THE NUMBER IS 1-800-432-4770. G.ENSURING COPIES OF ALL PERMITS AND APPROVALS MUST BE MAINTAINED ON SITE AND AVAILABLE FOR REVIEW. H.INSTALLING THE REQUIRED SOIL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO SITE DISTURBANCE. I.LOCATE/CAP ALL UTILITIES AND SERVICES, INCLUDING BUT NOT LIMITED TO GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN THE LIMITS OF DISTURBANCE. J.PROTECTING AND MAINTAINING IN OPERATION, ALL ACTIVE SYSTEMS THAT ARE NOT BEING REMOVED DURING ALL DEMOLITION ACTIVITIES. K.FAMILIARIZING THEMSELVES WITH THE APPLICABLE UTILITY SERVICE PROVIDER AND BEING RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION REQUIRED FOR THE PROJECT. THE CONTRACTOR SHALL PROVIDE THE OWNER WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTION AND UTILITY COMPANY REQUIREMENTS. L.COORDINATION WITH UTILITY COMPANIES REGARDING WORKING "OFF-PEAK" HOURS OR ON WEEKENDS AS MAY BE REQUIRED TO MINIMIZE THE IMPACT ON THE AFFECTED PARTIES. M.OPERATION OF ANY MECHANICALLY POWERED TOOLS OR EQUIPMENT USED IN CONSTRUCTION, DRILLING, OR DEMOLITION WORK BETWEEN THE HOURS OF 10:00 P.M. AND 7:00 A.M. THE FOLLOWING DAY IS PROHIBITED PER SECTION 13-31(D); CITY OF WINTER SPRINGS. N.A COMPLETE INSPECTION OF CONTAMINANTS BY A LICENSED ENVIRONMENTAL TESTING AGENCY, OF ALL BUILDINGS AND/OR STRUCTURES TO BE REMOVED. SAME SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL ENVIRONMENTAL REGULATIONS. ANY/ALL CONTAMINANTS SHALL BE REMOVED AND DISPOSED OF BY A FEDERALLY LICENSED CONTRACTOR IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS. ALL ENVIRONMENTAL WORK INCLUDING HAZARDOUS MATERIAL, SOILS, ASBESTOS, OR OTHER REFERENCED OR IMPLIED HEREIN IS THE SOLE RESPONSIBILITY OF THE OWNER'S ENVIRONMENTAL CONSULTANT. 4.THE CONTRACTOR SHALL PROVIDE ALL THE "MEANS AND METHODS" NECESSARY TO PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF EXISTING STRUCTURES, AND ANY OTHER IMPROVEMENTS THAT ARE REMAINING ON OR OFF SITE. THE DEMOLITION CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS OF DAMAGE TO ALL ITEMS THAT ARE TO REMAIN AS A RESULT OF HIS ACTIVITIES. ALL REPAIRS SHALL USE NEW MATERIAL. THE REPAIRS SHALL RESTORE THE ITEM TO THE PRE-DEMOLITION CONDITION. 5.IN THE ABSENCE OF SPECIFICATIONS, THE CONTRACTOR SHALL PERFORM EARTH MOVEMENT ACTIVITIES, DEMOLITION AND REMOVAL OF ALL FOUNDATION WALLS, FOOTINGS, AND OTHER MATERIALS WITHIN THE LIMITS OF DISTURBANCE IN ACCORDANCE WITH DIRECTION BY OWNER'S STRUCTURAL OR GEOTECHNICAL ENGINEER. 6.EXPLOSIVES SHALL NOT BE USED. THE CONTRACTOR IS ALSO RESPONSIBLE FOR ALL INSPECTION AND SEISMIC VIBRATION TESTING THAT IS REQUIRED TO MONITOR THE EFFECTS ON ALL LOCAL STRUCTURES. 7.CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AND GENERALLY ACCEPTED SAFE PRACTICES IN CONFORMANCE WITH: THE "MANUAL ON UNIFORM TRAFFIC CONTROL," AS WELL AS FEDERAL, STATE, AND LOCAL REGULATIONS WHEN DEMOLITION RELATED ACTIVITIES IMPACT ROADWAYS OR ROADWAY RIGHT - OF - WAY. 8.CONDUCT DEMOLITION ACTIVITIES IN SUCH A MANNER TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, SIDEWALKS, WALKWAYS, AND OTHER ADJACENT FACILITIES. STREET CLOSURE PERMITS MUST BE RECEIVED FROM THE APPROPRIATE GOVERNMENTAL AUTHORITIES. 9.DEMOLITION ACTIVITIES AND EQUIPMENT SHALL NOT USE AREAS OUTSIDE THE DEFINED PROPERTY LINE WITHOUT WRITTEN PERMISSION OF THE OWNER, AND/OR APPROPRIATE GOVERNMENT AGENCY. 10.USE DUST CONTROL MEASURES TO LIMIT AIRBORNE DUST AND DIRT RISING AND SCATTERING IN THE AIR IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS. AFTER THE DEMOLITION IS COMPLETE, ADJACENT STRUCTURES AND IMPROVEMENTS SHALL BE CLEANED OF ALL DUST AND DEBRIS CAUSED BY THE DEMOLITION OPERATIONS. THE CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL ADJACENT AREAS TO THEIR "PRE-DEMOLITION" CONDITION. 11.WRITTEN NOTICE INDICATING PROPERTIES DEEMED TO BE RETURNED TO "PRE-DEMOLITION" CONDITION SHALL BE SENT TO THE CITY OF WINTER SPRINGS. THE LETTER SHALL INCLUDE PROPERTY LOCATIONS, DATE OF DEMOLITION COMPLETION, DATE OF WORK TO COMMENCEMENT, AND NAME AND CONTACT INFORMATION OF CONTRACTOR. 12.CONTRACTOR IS RESPONSIBLE TO SAFEGUARD SITE AS NECESSARY TO PERFORM THE DEMOLITION IN SUCH A MANNER AS TO PREVENT THE ENTRY OF UNAUTHORIZED PERSONS AT ANY TIME. 13.THIS DEMOLITION PLAN IS INTENDED TO IDENTIFY THOSE EXISTING ITEMS/CONDITIONS WHICH ARE TO BE REMOVED. IT IS NOT INTENDED TO PROVIDE DIRECTION OTHER THAN THAT ALL METHODS AND MEANS ARE TO BE IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL OSHA AND OTHER SAFETY PRECAUTIONS NECESSARY TO PROVIDE A SAFE WORK SITE. 14.DEBRIS SHALL NOT BE BURIED OR BURNED ON THE SUBJECT SITE. ALL DEMOLITION WASTES AND DEBRIS (SOLID WASTE) SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL REGULATIONS AND APPLICABLE CODES. BURNING OF ANY ORGANIC OR INORGANIC MATERIAL ON SITE SHALL BE PROHIBITED. 15.CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL EXISTING SITE IMPROVEMENTS AND UTILITIES. ALL DISCREPANCIES SHALL BE IDENTIFIED TO THE ENGINEER IN WRITING. 16.ALL EXISTING UTILITIES BEING REMOVED SHALL BE DONE SO BY THE CONTRACTOR IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS. 17.THERE ARE NO KNOWN WATER COURSES, WATER BODIES, FLOODPLAINS, XERIC UPLANDS, WETLANDS, CUTTHROAT GRASS SEEPS, HISTORICAL, AND ARCHAEOLOGICAL RESOURCES, OR CONES OF INFLUENCE FOR POTABLE WELLS, AQUIFER RECHARGE AREAS, SOIL TYPES, AND VEGETATIVE COVER LOCATED WITHIN PROJECT LIMITS. DATUM NOTE: ELEVATIONS ARE BASED ON NAVD88 DATUM DETERMINED BY GPS OBSERVATIONS AND TIED IN TO THE NGS BENCHMARK NO. AI0227 WITH A PUBLISHED ELEVATION OF 37.81 FEET. FEMA NOTE: THE PROPERTY IS LOCATED IN OTHER AREAS ZONE X (AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN) PER MAP ENTITLED “FIRM, FLOOD INSURANCE RATE MAP, SEMINOLE COUNTY, FLORIDA AND INCORPORATED AREAS, PANEL 160 OF 330”, MAP NUMBER 12117C0160F, WITH A MAP REVISION DATE OF SEPTEMBER 28, 2007. THIS PLAN TO BE UTILI=ED FOR PRELIMINARY PURPOSES ONLY EX. GAS LINE EX. TELEPHONE LINE W E S NA D 8 3 NA D 8 3 1"=30' 0 307.51530 2 2 2 2 2 2 2 2 Digitally signed by Kyle Morel DN: E=kmorel@bohlereng.com, CN=Kyle Morel, O="BOHLER ENGINEERING FL, LLC", L=Boca Raton, S=Florida, SERIALNUMBER=MAS20240828673826, C=US Date: 2025.03.21 11:35:59-04'00' 17 3 7 LOT 3 49,291 SQ.FT. 1.134 AC LOT 4-B 39,652 SQ.FT. 0.910 AC LOT 4-A 72,373 SQ.FT. 1.661 AC LOT 2 22,678 SQ.FT. 0.521 AC LOT 1 83.196 SQ.FT. 1.910 AC T ME T E R WVWVWVFD C WV METER MICHAEL BLAKE BLVD. E . S T A T E R O A D 4 3 4 TU S K A W I L L A R D . S S S S S S S S S S WV WV WV WV WV WV WV WV WV MET E R MET E R MET E R MET E R WV WV WV S WV WV FDC F THIS PLAN TO BE UTILIZED FOR SITE LAYOUT PURPOSES ONLY H:\2023\FLA230280.00\ENGINEERING\CAD\DRAWINGS\PLAN SETS\P-CIVL-SITE-FLA230280.00-0.DWG PRINTED BY: LSHAKES 3.21.25 @ 9:38 AM LAST SAVED BY: LSHAKES STORE SHEET : : : : :CHECKED BY JOB NO. DRAWN BY DATE STORE 80% SUBMITTAL FOR CONSTRUCTION PRELIMINARY SHEET TITLE DWG EDITION 02.4 CAD ID : P14-LE-XP - TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S BO H L E R 600 N. WESTSHORE BLVD. SUITE 950 TAMPA, FLORIDA 33609 Phone:(813) 812-4100 Fax:(813) 812-4101 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 05/21/2024 #05814 FLA230280.00 X KK RI #05814 WINTER SPRINGS E SR 434 & MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 CITY OF WINTER SPRINGS 1 2 3 4 REVISION 4 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 08/06/2024 FDOT DRAINAGE COMMENTS RI KK 10/24/2024 CITY OF WINTER SPRINGS COMMENTS LS/RI KK 02/03/2024 CITY OF WINTER SPRINGS COMMENTS LS/RI KK/KM 03/18/2025 CITY OF WINTER SPRINGS LS/RI WG 03/18/2025 THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY KYLE STEVEN MOREL, PE, ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. C-200 SITE OVERALL PLAN LEGEND EX. PROPERTY LINE PROP. PARKING COUNT PROP. SIGN PROP. CONCRETE SIDEWALK PROP. BUFFER PROP. SETBACK PROP. BUILDING ENTRANCES # PROP. DRIVE-THRU CONCRETE PROP. HEAVY DUTY CONCRETE EX. ADJACENT PROPERTY LINE PROP. PROPERTY LINE EX. ROADWAY C/L W E S NA D 8 3 NA D 8 3 1"=30' 0 307.51530 1 Digitally signed by Kyle Morel DN: E=kmorel@bohlereng.com, CN=Kyle Morel, O="BOHLER ENGINEERING FL, LLC", L=Boca Raton, S=Florida, SERIALNUMBER=MAS20240828673826, C=US Date: 2025.03.21 11:36:37-04'00' 17 3 8 FO R C O N C R E T E PA V I N G SITE PLAN DESIGN NOTES & KEY PLAN FREE-STANDING OUTSIDE MEAL DELIVERY CANOPY FREE-STANDING ORDER POINT CANOPY TYPICAL LOCATION FOR OUTDOOR TABLES (REFER TO ARCH PLANS) LANDSCAPED AREA BIKE RACK PROPOSED TRANSFORMER GREASE TRAP DRIVE-THRU CLEARANCE BAR (REFER TO SIGNAGE PACKAGE) ALUMINUM HANDRAIL (REFER TO ARCH PLANS) STORM STRUCTURE WEEP HOLE DETAILS THICKENED PAVEMENT @ STRUCTURES CLEAN-OUT (OUTSIDE OF BUILDING) SCREENED REFUSE ENCLOSURE (REFER TO ARCH PLANS FOR ADDITIONAL DETAILS) DIRECTIONAL ARROW PAINTED HANDICAP PARKING SYMBOL DRIVE-THRU GRAPHICS STOP BAR GRAPHIC CROSSWALK MARKINGS MULTI-LANE DIRECTIONAL GRAPHICS STANDARD OR HANDICAP PARKING STALL PER CODE 4" SOLID WHITE STRIPING 4" SOLID YELLOW STRIPING 4" SKIP DASH YELLOW STRIPING SOLID PLASTIC WHEEL STOP BOLLARD MOUNTED SIGN CURB RAMP w/ SHORT FLARED SIDES (GRASSED AREAS) CURB RAMP w/ FLARED SIDES (IN SIDEWALK) RETURNED CURB HANDICAP RAMP SIDEWALK ACCESSIBLE RAMP DETECTABLE WARNING DEVICE PROP FIRE HYDRANT CONCRETE SIDEWALK CONCRETE SIDEWALK w/ CURB & GUTTER ENTRY DOOR FROST SLAB DETAIL CONCRETE BOLLARD CONCRETE CURB & GUTTER SPILLING CURB & GUTTER CATCHING CURB & GUTTER DEPRESSED SPILLING CURB & GUTTER DEPRESSED CATCHING CURB & GUTTER SPILLING GUTTER SECTION AT ACCESSIBLE RAMP CATCHING GUTTER SECTION AT ACCESSIBLE RAMP MOUNTABLE CURB & GUTTER LANDSCAPE & IRRIGATION PROTECTOR TYPICAL HMAC PAVEMENT SECTION AREA LIGHT AND POLE (REFER TO LIGHTING PLAN BY OTHERS) CONCRETE PAVEMENT DRIVE-THRU LANE CONCRETE APRON AT TRASH ENCLOSURE PAVEMENT EDGE DETAIL (START & END OF DRIVE-THRU LANES) CONCRETE PAVEMENT SECTIONS TRANSVERSE & LONGITUDINAL CONTRACTION JOINT TRANSVERSE & LONGITUDINAL DOWELED CONSTRUCTION JOINT CONTRACTION JOINT KEYED CONSTRUCTION JOINT LONGITUDINAL BUTT JOINT EXPANSION JOINT DRIVE-THRU PLAN - FLUSH WITH FFE DRIVE-THRU ISOMETRIC DRIVE-THRU ORDER POINT ISLAND MENU BOARD LOOP DETECTION SYSTEM BUILDING DOWNSPOUT CONNECTION (TO SITE DRAINAGE SYSTEM) CANOPY DOWNSPOUT CONNECTION (TO SITE DRAINAGE SYSTEM) 1A C-400 1B C-400 2A C-400 2B C-400 3 C-400 4 C-400 5 C-400 6 C-400 7 C-400 8 C-400 9 C-400 10 C-400 1 C-401 2 C-401 3 C-401 4 C-401 5 C-401 6 C-401 7 C-401 8 C-401 9 C-401 C-402 1 C-402 3 C-402 4 C-402 5 C-402 6 C-402 7 C-402 9 C-402 10 C-402 11 C-402 12 C-403 1 C-403 2 C-403 3 C-403 4 C-403 7 C-403 8 C-403 9 C-403 10 NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED CONCRETE PAD FOR OPTIONAL CASH STATION NOT USED NOT USED NOT USED NOT USED LANDSCAPE & IRRIGATION PROTECTOR NOT USED PROPOSED MONUMENT SIGN (A WAIVER WILL BE SUBMITTED AS PART OF SIGNAGE PERMIT) PROPOSED CONCRETE FLUME PROP TYPE "D" CURB (PER FDOT INDEX 520-001) PROP TYPE "F" CURB (PER FDOT INDEX 520-001) PROP DROP CURB (PER FDOT INDEX 520-001) PROP CROSSWALK STRIPING (PER FDOT INDEX: 711-001) PROP CURB RAMP (PER FDOT INDEX: 522-002) PROP 6" DOUBLE YELLOW (PER FDOT INDEX: 711-001) PROP EDGE OF NEW ASPHALT 1A 1B 2A 2B 3 4 5 5A 5B 5C 6 7 8 9 10 11 12 13 14 15 16 17 18 18A 18B 18C 18D 18E 18F 18G 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 PROP 50' X 12' LOADING ZONE62 PROP PROPERTY LINE PROP ACE HARDWARE BUILDING INDOOR 9,893 SF FFE = 44.86 OUTDOOR GARDEN COVERED AREA 6,163 SF TOTAL OUTDOOR SPACE INFRASTRUCTURE IMPROVEMENT COMPLETED BY LANDLORD PER CONSTRUCTION PLANS FOR SUTTON CROSSINGS IN S 36, T 21 S, R 31 E (GC TO FIELD VERIFY EX. GRADES, UTILITY LOCATIONS AND DEPTHS) T M E T E R WV WVWV FD C WV METER D MICHAEL BLAKE BLVD. E . S T A T E R O A D 4 3 4 6 4 5 6 7 3 6 12 8 8 18' 1 0 ' L A N D S C A P E B U F F E R 24' 20' 24' 20' 9' 9'2 4 ' 2 5 ' 1 0 ' 1 0 ' 6' 2' 1 0 ' 3' 1 0 ' 18' 272' 546' 1 2 ' 9' 9' 12' 9' 10' 3' 10' 10' LANDSCAPE BUFFER AND BUILDING SETBACK 2 5 ' B U I L D I N G S E T B A C K 18' 24' 18' 3' 25' R 18'R 159.3'R 134.3'R 20 ' R 22 ' R 20'R 20'R 4' R 127'R 2'R 80'R 5'R 9'9' 26 ' 10'R 9' 3 ' R 15'R 2' 8'R 8'R 50.6 ' 1 5 ' R 5.5'R 1 5 ' R 25'R 3 0 ' 44 1A 1A 1A 1A 1B 2A 2B 2B 2B 3 55 5 5 5 5 5A 5A 5A 5A 5A 9 9 9 A 12 15 14 23 24 24 33 34 35 36 37 3848 48 48 48 48 48 48 50 51 37 37 47 43 3 2B3 15 22 BA BA D E I E E E 22 32 10 12 12 10 B C G 1A 1A 1A E 52 52 52 52 2B 48 14 1A 39 45 46 41 41 41 41 41 18A 1B 18A 18A 18A 18A 18A 18A 18A 18A 18B 18B 18B 18B 53 53 52 52 52 52 52 39 41 D 10 12 12 12 12 10 10 10 36 54 PRO P L O T L I N E PR O P L O T L I N E PRO P L O T L I N E PR O P L O T L I N E 25'R 2 5 ' R 25 ' R 25 ' R 55 56 57 58 E 59 59 2B 60 24' 39 39 4 2 . 7 ' 10' 10 ' S I G H T D I S T A N C E T R I A N G L E ( D L = 6 6 0 ) E 1 8 ' J 35 ' R 2B E 61 61 2B E 1 0 . 5 ' 1 3 ' 1 2 . 8 ' 1 0 . 2 ' 16.1 ' 16.4 ' 17' 19.9 ' 1 1 . 9 ' 18 ' PROP 24' CROSS ACCESS EASEMENT 1A 1A 2B K K D 1 2 3 . 1 8 ' P14-LE-BS 5,576 SF 64 SEATS 65 PARKING SPACES FFE = 45.00 44.8 0 ' 3.9' 12 5 0 ' 12' 62 LANDSCAPE AND STREETSCAPE AREA FOR CANOPY TREES AND STREET FURNISHING PER SECTION 20-601 (A WAIVER WILL BE SUBMITTED AS PART OF THE STRREETSCAPE AREA) 1 0 ' 5'3' 19.9 ' 5'3' S S S WV WV WV WV 15' CITY SAN EASEMENT 10 ' S T M EA S E M E N T S WV WV FDC PROP 10' UTILITY EASEMENT (TO BE DEDICATED TO CITY OF WINTER SPRINGS) $XXX FINE PARKING RESERVED SIGN LEGEND ** CONTRACTOR TO REFER TO THE SIGNAGE PACKAGE FOR PLACEMENT AND SPECIFICATIONS OF ALL SIGNS ** HANDICAP PARKING SIGN (SEE SIGNAGE PACKAGE) R7-8; 12" X 18" (TYP.) HANDICAP PARKING FINE SIGN (SEE SIGNAGE PACKAGE) 6" X 12" (TYP.) "VAN ACCESSIBLE" SIGN (SEE SIGNAGE PACKAGE) R7-8P; 6" X 12" (TYP.) "DO NOT ENTER" SIGN (SEE SIGNAGE PACKAGE) R5-1; 24" X 24" (TYP.) STOP SIGN (SEE SIGNAGE PACKAGE) R1-1; 30" X 30" (TYP.) CFA PEDESTRIAN CROSSING SIGN (SEE SIGNAGE PACKAGE) FLAG POLE (SEE SIGNAGE PACKAGE) CFA MONUMENT OR PYLON SIGN DIGITAL DRIVE-THRU MENU BOARDS "RESTAURANTS" AND "NO PARKING" LABEL ON FDC W/ YELLOW STRIPING ON CURB "DRIVE-THROUGH ENTRANCE ONLY" SIGN (SEE SIGNAGE PACKAGE) A B C D E F G H I J K THIS PLAN TO BE UTILI=ED FOR SITE LAYOUT PURPOSES ONLY H:\2023\FLA230280.00\ENGINEERING\CAD\DRAWINGS\PLAN SETS\P-CIVL-SITE-FLA230280.00-0.DWG PRINTED BY: LSHAKES 3.21.25 @ 9:38 AM LAST SAVED BY: LSHAKES STORE SHEET : : : : :CHECKED BY JOB NO. DRAWN BY DATE STORE 80% SUBMITTAL FOR CONSTRUCTION PRELIMINARY SHEET TITLE DWG EDITION 02.4 CAD ID : P14-LE-XP - TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S BO H L E R 600 N. WESTSHORE BLVD. SUITE 950 TAMPA, FLORIDA 33609 Phone:(813) 812-4100 Fax:(813) 812-4101 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 05/21/2024 #05814 FLA230280.00 X KK RI #05814 WINTER SPRINGS E SR 434 & MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 CITY OF WINTER SPRINGS 1 2 3 4 REVISION 4 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 08/06/2024 FDOT DRAINAGE COMMENTS RI KK 10/24/2024 CITY OF WINTER SPRINGS COMMENTS LS/RI KK 02/03/2024 CITY OF WINTER SPRINGS COMMENTS LS/RI KK/KM 03/18/2025 CITY OF WINTER SPRINGS LS/RI WG 03/18/2025 THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY KYLE STEVEN MOREL, PE, ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. C-201 SITE SITE LAYOUT PLAN LEGEND EX. PROPERTY LINE PROP. PARKING COUNT PROP. SIGN PROP. CONCRETE SIDEWALK PROP. BUFFER PROP. SETBACK PROP. BUILDING ENTRANCES # PROP. DRIVE-THRU CONCRETE PROP. HEAVY DUTY CONCRETE EX. ADJACENT PROPERTY LINE PROP. PROPERTY LINE EX. ROADWAY C/L W E S NA D 8 3 NA D 8 3 1"=30' 0 307.51530 SITE NOTES: 1.THE PROPOSED ACTIVITIES SHALL COMPLY WITH CITY OF WINTER SPRINGS DEVELOPMENT REGULATIONS (LATEST EDITION) INCLUDING THE TREE AND LANDSCAPE CODE, STORM WATER MANAGEMENT REGULATIONS, AND FIRE CODES AT THE TIME OF PERMITTING. 2.SIDEWALKS TO BE PROVIDED AND BUILT IN ACCORDANCE WITH F.D.O.T. AND CITY OF WINTER SPRINGS LAND DEVELOPMENT REGULATIONS (LATEST EDITION). ALL PROPOSED SIDEWALKS SHALL MEET ADA REQUIREMENTS. 3.ALL DIMENSIONS ARE SHOWN AT FACE OF CURB, UNLESS OTHERWISE NOTED. B/C INDICATES DIMENSION IS TO BACK OF CURB. 4.ALL RADII DIMENSIONS ARE 3' AT THE FACE OF CURB UNLESS OTHERWISE NOTED. 5.FREE STANDING SIGNAGE SHOWN ONLY FOR REPRESENTATIONAL PURPOSES, AND SHALL BE PERMITTED SEPARATELY. 6.A RIGHT-OF-WAY PERMIT WILL BE REQUIRED FOR ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY. SPECIFIC STIPULATIONS OR CONDITIONS WILL BE IMPOSED AT THE TIME OF PERMIT APPLICATION. 7.CONSTRUCTION PLAN APPROVAL DOES NOT EXEMPT THE CONTRACTOR FROM OBTAINING THE REQUIRED BUILDING, ELECTRICAL, PLUMBING, AND MECHANICAL PERMITS. THESE INCLUDE BUT ARE NOT LIMITED TO ANY STRUCTURE, SIGN, WALL, ENCLOSURE, OR SCREENING, ETC. 8.IN THE EVENT THE PROJECT IS TERMINATED PRIOR TO CONSTRUCTION COMPLETION, THE PROJECT SHALL BE BROUGHT TO GRADE, SEEDED, AND ALL DEBRIS AND MATERIALS SHALL BE HAULED OFF-SITE AND DUMPED AT A STATE OF FLORIDA APPROVED FACILITY. 9.ANY DAMAGED SIDEWALK OR CURB WITHIN THE F.D.O.T. RIGHT-OF-WAY SHALL BE REMOVED AND REPLACED. 10.ALL DISTURBED AREAS WITHIN THE F.D.O.T. RIGHT-OF-WAY WILL BE SODDED. 11.STANDARD INDICES REFER TO THE LATEST VERSION OF F.D.O.T. "ROADWAY AND TRAFFIC DESIGN STANDARDS." 12.NO LANE CLOSURES ARE ALLOWED BETWEEN 5:00 A.M. AND 7:30 P.M. THE F.D.O.T. RESERVES THE RIGHT TO REQUIRE DIFFERENT HOURS OF LANE CLOSURE. ALL LANE CLOSURES MUST BE APPROVED BY THE DEPARTMENT AT LEAST TWO WEEKS PRIOR TO THE LANE CLOSURE IN ACCORDANCE WITH THE DISTRICT LANE CLOSURE POLICY. 13.ALL POTABLE WATER, RECLAIMED WATER, AND SANITARY SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE APPROVED CONSTRUCTION PLAN. 14.FDEP WATER AND WASTEWATER PERMITS MUST BE OBTAINED PRIOR TO BEGINNING CONSTRUCTION. 15.PROPER DOCUMENTATION FOR ALL PUBLIC UTILITY EASEMENTS SHALL BE PROVIDED TO THE PROPERTY MANAGEMENT DEPARTMENT PRIOR TO CERTIFICATE OF COMPLETION. 16.UTILITY RECORD DRAWINGS ARE REQUIRED PRIOR TO PLACING THIS WATER AND WASTEWATER FACILITIES INTO SERVICE. PLEASE SEE THE ADDITIONAL INFORMATION SECTION FOR INSTRUCTIONS. RIGHT-OF-WAY NOTES: 1.A RIGHT-OF-WAY USE PERMIT WILL BE REQUIRED FOR ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY. SPECIFIC STIPULATIONS OR CONDITIONS WILL BE IMPOSED AT THE TIME OF PERMIT APPLICATION. 2.ALL AREAS WITHIN THE COUNTY OR F.D.O.T. RIGHT-OF-WAY DISTURBED THROUGH THE COURSE OF CONSTRUCTION WILL BE RE-GRADED AND SODDED. 3.IT SHALL BE THE DEVELOPER'S RESPONSIBILITY TO PROTECT ALL COUNTY OR F.D.O.T. OWNED AND/OR MAINTAINED INFRASTRUCTURE. ANY/ALL COSTS ASSOCIATED WITH ALTERATIONS, RELOCATIONS, OR REPAIRS MADE NECESSARY BY THIS DEVELOPMENT SHALL BE BORNE BY EITHER THE OWNER, DEVELOPER, AND/OR CONTRACTOR. SPLICES IN THE FIBER OPTIC CABLE, SIGNALIZATION OR ROADWAY LIGHTING CONDUCTORS, OR THE ADDITION OF ADDITIONAL PULL/JUNCTION BOXES WILL NOT BE PERMITTED. IN THE EVENT A CABLE IS CUT, DAMAGED, OR REQUIRES RELOCATION, THE CABLE(S) SHALL BE RESTORED BACK TO THE ORIGINAL CONFIGURATION. ORIGINAL CONFIGURATION IS DEFINED AS SYSTEM STATUS, LAYOUT, AND DESIGN PRIOR TO ANY WORK COMMENCING. 4.FOR UTILITIES TO BE RELOCATED BY THE UTILITY PROVIDER, CONTRACTOR SHALL COORDINATE DEMOLITION SCHEDULE WITH UTILITY PROVIDERS. DEMOLITION OF SIDEWALKS AND DRIVEWAYS SHALL OCCUR PRIOR TO UTILITY RELOCATIONS. 5.ALL PAINT WITHIN THE STATE RIGHT-OF-WAY (R\W) SHOULD BE THERMOPLASTIC. 6.SIGNS WITHIN THE STATE RIGHT-OF-WAY (R\W) NEEDS TO BE MOUNTED TO ROUND ALUMINUM COLUMN (POST). ADA ACCESSIBILITY NOTES: 1.ALL HANDICAPPED PARKING SPACES AND ACCESS AISLES ADJACENT TO THE HANDICAP PARKING SPACES SHALL HAVE A MAXIMUM OF 2% SLOPE IN ALL DIRECTIONS (THIS INCLUDES RUNNING SLOPE AND CROSS SLOPE). 2.AN ACCESSIBLE ROUTE FROM THE PUBLIC STREET OR SIDEWALK TO ALL BUILDING ENTRANCES MUST BE PROVIDED. THIS ACCESSIBLE ROUTE SHALL BE A MINIMUM OF 60" WIDE. THE RUNNING SLOPE OF AN ACCESSIBLE ROUTE SHALL NOT EXCEED 5% AND THE CROSS SLOPE SHALL NOT EXCEED 2%. 3.SLOPES EXCEEDING 5% BUT LESS THAN 8% WILL REQUIRE A RAMP AND MUST CONFORM TO THE REQUIREMENTS FOR RAMP DESIGN (HANDRAILS, CURBS, LANDINGS). NO RAMP SHALL EXCEED AN 8% RUNNING SLOPE OR 2% CROSS SLOPE. 4.IN THE CASE THAT A NEW SIDEWALK WILL BE CONSTRUCTED IN THE ROW OF A SITE, THE RUNNING SLOPE OF THE SIDEWALK SHALL NOT EXCEED 5% AND THE CROSS SLOPE SHALL NOT EXCEED 2%. THIS STANDARD APPLIES TO CROSS WALKS IN THE DRIVEWAY AS WELL AND WILL REQUIRE SPECIAL ATTENTION DURING STAKING TO MAKE SURE THE 2% CROSS SLOPE IS MET IN THE CROSS WALK. 5.IT WILL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO ENSURE THAT THE HANDICAP PARKING SPACES, ACCESSIBLE ROUTES, AND SIDEWALKS/CROSSWALKS ARE CONSTRUCTED TO MEET ADA REQUIREMENTS. 6.ANY REQUIREMENTS LISTED ABOVE THAT CAN NOT BE MET SHALL BE BROUGHT TO THE ENGINEER’S ATTENTION IMMEDIATELY. ANYTHING NOT BUILT TO THE ABOVE STANDARDS WILL REQUIRE REMOVAL AND REPLACEMENT OF THE NON COMPLIANT AREAS AT THE GENERAL CONTRACTORS COST. SITE DATA PARCEL ID/FOLIO NUMBER 26-20-30-5AR-0A00-008D, 26-20-30-5AR-0A00-008H, 01-21-30-501-0000-0010 SITE ADDRESS E SR 434 & MICHAEL BLAKE RD JURISDICTION CITY OF WINTER SPRINGS ZONING (T-C) TOWN CENTER & T5 (URBAN CENTER ZONE) FUTURE LAND USE FLU: TOWN CENTER DISTRICT EXISTING LAND USE UNDEVELOPED PROPOSED LAND USE QUICK SERVICE RESTAURANT FEMA ZONE ZONE X PROPOSED INDOOR SEATING COUNT 70 SEATS PROPOSED OUTDOOR SEATING COUNT 0 SEATS TOTAL PROJECT AREA 1.66 ACRES EXISTING GREEN SPACE 1.62 AC (70,816 SF, 97%) EXISTING POND AREA .04 AC (1595 SF, 3%) EXISTING TOTAL IMPERVIOUS AREA 0 AC (0 SF, 0%) PROPOSED GREEN SPACE 0.34 AC (14,910 SF, 20%) PROPOSED POND AREA 0 AC (0 SF, 0%) PROPOSED TOTAL IMPERVIOUS AREA 1.32 AC (57,501 SF, 80%) PROPOSED BLDG. AREA 0.13 AC (5,576 SF, 10%) PROPOSED VUA AREA 0.85 AC (37,091 SF, 64%) PROPOSED OTHER IMPERVIOUS AREA 0.34 AC (14,834 SF, 26%) PARKING CALCULATIONS (10'X20') REG. PARKING SPACES PROVIDED 62 SPACES TOTAL (12'X20') ADA SPACES PROVIDED 3 SPACES TOTAL SPACES PROVIDED 65 SPACES REQUIRED PARKING SPACES 58 SPACES (4 SPACES PER ESTABLISHMENT + 1 SPACE PER 100 SF GFA) REQUIRED BICYCLE PARKING 0 SPACES PROVIDED BICYCLE PARKING 2 SPACES BUILDING SETBACKS NORTHWEST 0' NORTHEAST (SR 434)25' (SR 434) SOUTHEAST MICHAEL BLAKE BLVD 10' (MICHAEL BLAKE BLVD) WEST 0' LANDSCAPE BUFFER REQUIREMENTS NORTHWEST 0' NORTHEAST (SR 434)10' SOUTHEAST MICHAEL BLAKE BLVD 10' WEST 0' FDOT NOTES: 1.ALL CONSTRUCTION IN THE FDOT ROW SHALL CONFORM TO THE LATEST EDITIONS OF THE FDOT DESIGN STANDARD PLANS (INDEXES), THE FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, AND THE FDOT UTILITY ACCOMMODATION MANUAL 1 1 WINTER SPRINGS FIRE NOTES: 1.AT MINIMUM, A CLASS 5 CONTRACTOR IS REQUIRED TO INSTALL FIRE LINES. FIRE LINES SHALL BEGIN AT THE POINT IN WHICH THE PIPING IS USED EXCLUSIVELY FOR FIRE PROTECTION AND END AT A POINT 1' ABOVE THE FINISHED FLOOR. 2.THE FIRE LINE FOR SPRINKLED BUILDINGS STARTS AT THE DOUBLE DETECTOR CHECK VALVE. 3.NO OTHER WATER CONNECTION SHALL BE OFF OD THE FIRE LINE. 4.THE FIRE DEPARTMENT CONNECTION SHALL BE WITHIN 100' OF THE FIRE HYDRANT IS STANDPIPE SYSTEM IS PROVIDED. 5.THE ONLY VALVE ALLOWED IN THE FDC LINE IS A CHECK VALVE. 6.ALL FIRE LINES SHALL BE INSPECTED BY THE FIRE INSPECTION DEPARTMENT BEFORE BEING COVERED. 7.FIRE DEPARTMENT ACCESS ROADS PROVIDED AT THE START OF THE PROJECT SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION (NFPA 1, 16.1.4). 8.A SECOND ENTRANCE/EXIT MIGHT BE REQUIRED PER AHJ IF THE RESPONSE TIME FOR EMERGENCY IS EXCEEDED PER NFPA 1, SECTION 18.2.3.3 MULTIPLE ACCESS ROADS. 9.A WATER SUPPLY FOR FIRE PROTECTION, EITHER TEMPORARY OF PERMANENT, SHALL BE MADE AVAILABLE AS SOON AS COMBUSTIBLE MATERIAL ACCUMULATES. THIS APPLIES TO BOTH COMMERCIAL AND RESIDENTIAL DEVELOPMENTS (NFPA 1, 16.5.3.1) 10.WHERE UNDERGROUND WATER MAINS AND HYDRANTS ARE TO BE PROVIDED, THEY SHALL BE INSTALLED, COMPLETED, AND IN SERVICE PRIOR TO CONSTRUCTION WORK. (NFPA 1, 16.4.3.1.3) 11.FIRE FLOW TESTING SHALL BE PERFORMED IN ACCORDANCE WITH NFPA 291, RECOMMENDED PRACTICE FOR FIRE FLOW TESTING. 12.A 36'' CLEAR SPACE SHALL BE MAINTAINED AROUND THE CIRCUMFERENCE OF FIRE HYDRANTS AND A CLEAR SPACE OF NOT LESS THAN 60'' (1524 MM) SHALL BE PROVIDED IN FROM OF EACH HYDRANT CONNECTION HAVING A DIAMETER GREATER THAN 2.5'' (NFPA 1, 18.5.7) 13.HYDRANT SHALL BE MARKED WITH A BLUE REFLECTOR THAT IS PLACED 6'' IN THE ROADWAY IN ACCORDANCE WITH NFPA 1, CHAPTER 18.5.10 14.ACCESS TO GATED SUBDIVISIONS OR DEVELOPMENTS SHALL PROVIDE FIRE DEPARTMENT ACCESS THROUGH AN APPROVED SOS AND SEMINOLE COUNTY KNOX KEY SWITCH (NFPA 1, 18.2.3.4.3) FIRE TRUCK PARAMETERS 15.FIRE DEPARTMENT ACCESS ROADS SHALL HAVE AN UNOBSTRUCTED WIDTH OF NOT LESS THAN 20' IN ACCORDANCE WITH THE SPECIFICATIONS OF NFPA 1, SECTION 18.2.3.5.1.1. 16.ACCESS TO A DOOR: FIRE DEPARTMENT ACCESS ROADS SHALL EXTEND TO WITHIN 50' OF AT LEAST ONE EXTERIOR DOOR THAT CAN BE OPENED FROM THE OUTSIDE AND THAT PROVIDES ACCESS TO THE INTERIOR OF THE BUILDING PER SECTION 18.2.3.2.1. NFPA 1. 17.PLEASE PROVIDE A HYDRANT FLOW TEST IN ACCORDANCE WITH NFPA 291. THIS TEST SHALL BE WITHIN THE LAST 12 MONTHS. 2 2 2 3 3 1 4 4 4 Digitally signed by Kyle Morel DN: E=kmorel@bohlereng.com, CN=Kyle Morel, O="BOHLER ENGINEERING FL, LLC", L=Boca Raton, S=Florida, SERIALNUMBER=MAS20240828673826, C=US Date: 2025.03.21 11:37:06-04'00' 17 3 9 T ME T E R WV WVWV FD C WV METER D S S S WV WV WV WV S WV WV FDC F F 48.50' Pierce Arrow XT Chassis Overall Length 581.75in Axle Track 82.92in 22.50'7.58' Aerial Platform 100.00ft Inside Cramp Angle 40.00° Wheel Offset 5.30in Tread Width 17.50in Chassis Overhang 68.99in Additional Bumper Depth 22.00in Front Overhang 90.99in Wheelbase 270.00in Calculated Turning Radius: Inside Turn 25.00ft 7.00in Curb To Curb Wall To Wall 41.00ft 8.00in 48.00ft 5.00in T ME T E R WV WVWV FD C WV METER D WB - 6 7 - I n t e r s t a t e S e m i - T r a i l e r S S S WV WV WV WV S WV WV FDC F F T ME T E R WV WVWV FD C WV METER D S S S WV WV WV WV S WV WV FDC F F 35 4.5 20 Rear-Load Garbage Truck Overall Length 35.000ft Overall Width 8.375ft Overall Body Height 10.546ft Min Body Ground Clearance 1.000ft Track Width 8.375ft Lock-to-lock time 6.00s Curb to Curb Turning Radius 29.300ft THIS PLAN TO BE UTILIZED FOR SITE LAYOUT PURPOSES ONLY H:\2023\FLA230280.00\ENGINEERING\CAD\DRAWINGS\PLAN SETS\P-CIVL-SITE-FLA230280.00-0.DWG PRINTED BY: LSHAKES 3.21.25 @ 9:38 AM LAST SAVED BY: LSHAKES STORE SHEET : : : : :CHECKED BY JOB NO. DRAWN BY DATE STORE 80% SUBMITTAL FOR CONSTRUCTION PRELIMINARY SHEET TITLE DWG EDITION 02.4 CAD ID : P14-LE-XP - TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S BO H L E R 600 N. WESTSHORE BLVD. SUITE 950 TAMPA, FLORIDA 33609 Phone:(813) 812-4100 Fax:(813) 812-4101 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 05/21/2024 #05814 FLA230280.00 X KK RI #05814 WINTER SPRINGS E SR 434 & MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 CITY OF WINTER SPRINGS 1 2 3 4 REVISION 4 - RE9ISIONS REV DATE COMMENT DRAWN BY CHECKED BY 08/06/2024 FDOT DRAINAGE COMMENTS RI KK 10/24/2024 CITY OF WINTER SPRINGS COMMENTS LS/RI KK 02/03/2024 CITY OF WINTER SPRINGS COMMENTS LS/RI KK/KM 03/18/2025 CITY OF WINTER SPRINGS LS/RI WG 03/18/2025 THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY KYLE STEVEN MOREL, PE, ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. C-202 SITE TRUCK TURN PLAN LEGEND EX. PROPERTY LINE PROP. PARKING COUNT PROP. SIGN PROP. CONCRETE SIDEWALK PROP. BUFFER PROP. SETBACK PROP. BUILDING ENTRANCES # PROP. DRIVE-THRU CONCRETE PROP. HEAVY DUTY CONCRETE EX. ADJACENT PROPERTY LINE PROP. PROPERTY LINE EX. ROADWAY C/L W E S NA D 8 3 NA D 8 3 1"=60' 0 60153060 1 2 3 Digitally signed by Kyle Morel DN: E=kmorel@bohlereng.com, CN=Kyle Morel, O="BOHLER ENGINEERING FL, LLC", L=Boca Raton, S=Florida, SERIALNUMBER=MAS20240828673826, C=US Date: 2025.03.21 11:37:18-04'00' 17 4 0 44 44 44 42 41 40 4 3 4 3 4 3 4 2 43 44 44 MICHAEL BLAKE BLVD. E . S T A T E R O A D 4 3 4 PROP ACE HARDWARE BUILDING INDOOR 9,893 SF FFE = 44.86 OUTDOOR GARDEN COVERED AREA 6,163 SF TOTAL OUTDOOR SPACE INFRASTRUCTURE IMPROVEMENT COMPLETED BY LANDLORD PER CONSTRUCTION PLANS FOR SUTTON CROSSINGS IN S 36, T 21 S, R 31 E (GC TO FIELD VERIFY EX. GRADES, UTILITY LOCATIONS AND DEPTHS) S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S W W W W W W W W W WV W W W W W W W W WV WV WV 10 ' S T M EA S E M E N T SS WV WV FDC F F F F F F P14-LE-BS 5,576 SF 64 SEATS 65 PARKING SPACES FFE = 45.00 T E ME T E R S S S S W W W W W W W W W W W W W L WL G G PROP 26 LF - 24" STM @ 0.46% PROP 115 LF - 30" STM @ 0.3% SSSSSSSSSS F F F F F F F F F F F F A-60 PROP TYPE F INLET PER FDOT INDEX 425-053 RIM: 43.70 (NE) 24' INV: 38.00 (SW) 24' INV: 38.00 (S) 24' INV: 38.00 A-80 PROP TYPE 9 INLET PER FDOT INDEX 425-024 RIM: 43.00 (NW) 24'' INV: 39.00 (SW) 18'' INV: 39.00 A-70 PROP TYPE 9 INLET PER FDOT INDEX 425-024 RIM: 43.30 (SE) 24'' INV: 38.35 (SW) 24'' INV: 38.35 A-50 PROP STORM MANHOLE INLET PER FDOT INDEX 425-001 RIM: 43.85 (N) 24' INV: 37.71 (E) 24' INV: 37.71 EX. (W) 18'' INV: 40.73 EX. (S) 24" INV: 40.40 PROP 6" ROOF DRAIN @ MIN 1.0% (TYP.) A-61 PROP TYPE F INLET PER FDOT INDEX 425-053 RIM: 43.05 (SW) 24'' INV: 38.78 (SE) 24'' INV: 38.65 (N) 24'' INV: 38.24 A-40 PROP TYPE F INLET PER FDOT INDEX 425-053 RIM: 42.90 (N) 30'' INV: 37.55 (S) 24'' INV: 37.55 A-30 PROP TYPE F INLET PER FDOT INDEX 425-053 RIM: 42.55 (S) 30'' INV: 37.31 (E) 30'' INV: 37.31 A-20 PROP TYPE F INLET PER FDOT INDEX 425-053 RIM: 42.50 (SW) 30'' INV: 36.98 (SE) 24'' INV: 36.98 EX. (NW) 30'' INV: 35.35 A-62 PROP TYPE F INLET PER FDOT INDEX 425-053 RIM: 43.00 (NW) 18'' INV: 39.00 PR O P 5 3 L F - 3 0 " S T M @ 0 . 3 % P R O P 7 9 L F - 3 6 " S T M @ 0 . 3 % PRO P 1 0 8 L F - 3 6 " S T M @ 0 . 3 % PR O P 8 0 L F - 3 0 " S T M @ 0 . 3 % PROP 98 LF - 30" S T M @ 0 . 3 % P R O P 1 1 8 L F - 2 4 " S T M @ 0 . 3 % PR O P 7 1 L F - 3 0 " S T M @ 0 . 3 % P R O P 2 1 0 L F - 3 0 " S T M @ 0 . 3 % PRO P 8 9 L F - 1 2 " STM @ 1 . 0 % PROP 24" STM STUB OUT @ INV: 37.10 (GC TO CAP STM PIPE FOR FUTURE CONNECTION) WV WVWV FD C WV METER PROP 6" ROOF DRAIN @ MIN 1.0% (TYP.) PROP 6" ROOF DRAIN @ MIN 1.0% (TYP.) C.O. INV: 40.30 S S A-63 PROP TYPE F INLET PER FDOT INDEX 425-053 RIM: 43.00 (NE) 24'' INV: 39.00 D R I D G E RI D G E RIDG E R I D G E RID G E R I D G E R I D G E RIDG E G 44.05 G 43.55 G 43.00 G 43.20 G 43.30 G 43.00 G 43.40 G 44.70 G 43.00 TC 44.30 BC 43.80 G 44.25 G 43.30 TC=BC 45.00 G 44.30 G 43.70 G 44.10 G 43.75 TC 44.40 BC 43.90 G 43.80 G 43.60 MEG 43.50 MEG 43.32 G 44.00 G 43.40 G 43.60 G 43.05 G 44.25 G 43.90 G 44.35 G 44.00 TC=BC 44.95 G 44.30 G 44.40 G 44.30 G 43.95 G 43.90 G 44.00 G 44.45 G 44.95 G 44.35 G 44.85 TC 44.70 BC 44.20 G 44.65 G 44.85 G 44.55 G 43.80 G 43.50 G 43.20 G 43.20 G 45.00 G 45.00 G 45.00 G 45.00 TC 44.85 BC 44.35 G 43.80 G 43.75 G 43.95 G 43.90 TC 44.90 BC 44.40 MEG 41.50 MEG 41.50 MEG 43.90± MEG 43.50± MEG 43.75± MEG 41.35± MEG 41.69± MEG 41.54± R I D G E G 44.15 G 43.10 G 43.20 RI D G E G 43.85 G 43.30 G 43.50 G 44.15G 43.80 G 43.95 G 43.95 G 41.60 G 41.65 G 42.85 G 42.50 G 42.55 G 43.10 G 43.10 G 43.35 G 43.35 G 42.90 R I D G E RIDGE RIDGE G 43.30 G 43.05G 43.05 G 42.70 G 42.70 G 43.05 G 42.70 G 42.70 G 42.90 G 42.90 G 44.50 G 45.00 G 44.00 TC 44.85 BC 44.35 G 43.65 G 43.75 G 42.95 G 42.90 G 43.60 G 43.40 G 43.35 G 43.45 G 43.40 G 43.90 TC 44.50 BC 44.00 PROP 1' CURB REVEAL G 43.50 G 43.20 G 43.45 G 43.75 G 43.45 MEG 42.22± MEG 42.33± MEG 41.88± MEG 41.99± G 44.70 TC 44.60 BC 44.10 G 44.10 G 44.15 RIDG E RID G E G 44.45 G 43.40 G 43.50 G 43.25 G 43.55 MEG 41.39± H:\2023\FLA230280.00\ENGINEERING\CAD\DRAWINGS\PLAN SETS\P-CIVL-GRAD-FLA230280.00-0A.DWG PRINTED BY: LSHAKES 3.21.25 @ 9:37 AM LAST SAVED BY: RIMKA STORE SHEET : : : : :CHECKED BY JOB NO. DRAWN BY DATE STORE 80% SUBMITTAL FOR CONSTRUCTION PRELIMINARY SHEET TITLE DWG EDITION 02.4 CAD ID : P14-LE-XP - TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S BO H L E R 600 N. WESTSHORE BLVD. SUITE 950 TAMPA, FLORIDA 33609 Phone:(813) 812-4100 Fax:(813) 812-4101 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 05/21/2024 #05814 FLA230280.00 X KK RI #05814 WINTER SPRINGS E SR 434 & MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 CITY OF WINTER SPRINGS 1 2 3 4 REVISION 4 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 08/06/2024 FDOT DRAINAGE COMMENTS RI KK 10/24/2024 CITY OF WINTER SPRINGS COMMENTS LS/RI KK 02/03/2024 CITY OF WINTER SPRINGS COMMENTS LS/RI KK/KM 03/18/2025 CITY OF WINTER SPRINGS LS/RI WG 03/18/2025 THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY KYLE STEVEN MOREL, PE, ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. C-301 GRAD PAVING, GRADING, AND DRAINAGE PLAN PAVING AND GRADING NOTES: A.GENERAL: 1.ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE SURVEYOR'S BENCHMARKS AND MUST BE VERIFIED BY THE GENERAL CONTRACTOR PRIOR TO GROUNDBREAK. 2.ALL GRADES SHOWN REFERENCE PROPOSED ELEVATIONS AT EDGE OF PAVEMENT, UNLESS OTHERWISE NOTED. "TC" = TOP OF CURB ELEVATION; "G" = FINISHED GRADE; "MEG" = PROPOSED GRADE TO MATCH EXISTING GRADE; T/W = TOP OF RETAINING WALL ELEVATION; B/W = BOTTOM OF RETAINING WALL ELEVATION. 3.THE ALTA/ACSM LAND TITLE SURVEY SHALL BE CONSIDERED A PART OF THESE PLANS. 4.THE GEOTECHNICAL REPORT AND RECOMMENDATIONS SET FORTH THEREIN ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND IN CASE OF CONFLICT SHALL TAKE PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING OF ANY SUCH DISCREPANCY BETWEEN GEOTECHNICAL REPORT AND PLANS, ETC. 5.ALL UNDERGROUND UTILITIES SHALL BE COMPLETED PRIOR TO CONSTRUCTION OF LIMEROCK BASE. 6.ALL EXISTING PAVEMENT, CUT OR DAMAGED BY CONSTRUCTION, SHALL BE PROPERLY RESTORED AT THE CONTRACTOR'S EXPENSE. 7.WHERE ANY PROPOSED PAVEMENT IS TO BE CONNECTED TO EXISTING PAVEMENT, THE EXISTING EDGE OF PAVEMENT SHALL BE SAWCUT TO ENSURE A PROPER JOINT. 8.PRIOR TO CONSTRUCTION OR INSTALLATION, SHOP DRAWINGS SHALL BE SUBMITTED TO AND APPROVED BY THE ENGINEER OF RECORD. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL OTHER AGENCY APPROVALS IF REQUIRED. B.MATERIALS: 1.BASE COURSE SHALL BE ABC-3 PER F.D.O.T. SPECIFICATIONS OR EQUIVALENT LIMEROCK THICKNESS W/ MINIMUM LBR-100 (MAX. 6" LIFTS). 2.ASPHALT SURFACES SHALL BE TYPE S-III ASPHALTIC CONCRETE, UNLESS OTHERWISE SPECIFIED ON THE PLANS, SHALL BE A MINIMUM OF 1-1/2" THICK, AND SHALL BE CONSTRUCTED IN TWO 3/4" LIFTS, WITH TACKCOAT BETWEEN LIFTS. 3.REINFORCED CONCRETE SLABS SHALL BE CONSTRUCTED OF CLASS I CONCRETE WITH A MINIMUM STRENGTH OF 3,000 PSI AND SHALL BE REINFORCED WITH A 6" x 6" NO. 6 GAUGE WIRE MESH. C.INSTALLATION: 1.SUBGRADE FOR ROADWAY SHALL BE COMPACTED TO A MINIMUM OF 98% OF THE MAXIMUM DENSITY (AASHTO T-180), SHALL BE A MINIMUM 12", AND SHALL HAVE A MINIMUM LBR 40. 2.BASE COURSE MATERIAL FOR PAVED AREAS SHALL BE A MINIMUM THICKNESS OF 6" PLACED IN ONE LIFT. ADDITIONALLY, BASE COURSE MATERIAL SHALL HAVE A MINIMUM MARSHALL STABILITY OF 1000, UNLESS OTHERWISE INDICATED (OR LBR-100). 3.BASE COURSE SHALL BE COMPACTED TO 98% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 4.INSTALLATION OF THE WEARING SURFACE SHALL CONFORM TO THE REQUIREMENTS OF THE D.O.T. STANDARD SPECIFICATIONS FOR TYPE S-III ASPHALTIC CONCRETE OR THE LATEST REVISION. D.TESTING 1.THE FINISHED SURFACE OF THE BASE COURSE AND THAT OF THE WEARING SURFACE SHALL NOT VARY MORE THAN 1/4" FROM THE TEMPLATE. ANY IRREGULARITIES EXCEEDING THIS LIMIT SHALL BE CORRECTED. 2.DENSITY TESTS SHALL BE TAKEN BY AN INDEPENDENT TESTING LABORATORY CERTIFIED BY THE STATE OF FLORIDA, WHERE DIRECTED BY THE ENGINEER. 3.ALL TESTING COSTS (PAVING) SHALL BE PAID FOR BY THE CONTRACTOR. 4.DENSITY TESTS ON THE STABILIZED SUBGRADE SHALL BE SUPPLIED TO AND APPROVED BY THE ENGINEER OF RECORD AND GEOTECHNICAL ENGINEER BEFORE ANY BASE IS CONSTRUCTED. 5.DENSITY TESTS AND "AS-BUILTS" ON THE FINISHED BASE SHALL BE SUPPLIED TO AND APPROVED BY THE GEOTECHNICAL ENGINEER BEFORE ANY ASPHALT PAVEMENT IS CONSTRUCTED. STORM DRAINAGE NOTES: A.GENERAL: 1.DISTANCES AND LENGTHS OF PIPE SHOWN ON PLANS ARE REFERENCED TO THE CENTER OF STRUCTURES. B.MATERIALS: 1.REINFORCED CONCRETE PIPE (RCP) SHALL MEET THE REQUIREMENTS OF ASTM C-76, CLASS III, WALL THICKNESS "B", LATEST REVISION. RUBBER GASKETS OR OTHER MANUFACTURER SUPPLIED JOINT SEALER SHALL BE USED. 2.ALL PVC DRAINAGE PIPE AND FITTINGS SHALL BE NON-PRESSURE POLYVINYL CHLORIDE (PVC) PIPE CONFORMING TO ASTM D 3034, SDR 35, WITH PUSH-ON RUBBER GASKET JOINTS. 3.ALL HIGH DENSITY POLYETHYLENE PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF AASHTO M - 294 LATEST REVISIONS. ALL PIPING TO BE NON-PERFORATED TUBING. C.INSTALLATION: 1.PIPE SHALL BE PLACED ON A MINIMUM OF 8" STABLE GRANULAR MATERIAL FREE OF ROCK FORMATION AND OTHER FOREIGN FORMATIONS, AND CONSTRUCTED TO A UNIFORM GRADE AND LINE. 2.BACKFILL MATERIAL SHALL BE WELL GRADED GRANULAR MATERIAL, WELL TAMPED IN LAYERS NOT TO EXCEED 6" TO A HEIGHT OF 12" ABOVE PIPE AS SHOWN ON THE PLANS. 3.PROVIDE A MINIMUM PROTECTIVE COVER OF 18" OVER STORM SEWER AND AVOID UNNECESSARY CROSSING BY HEAVY CONSTRUCTION VEHICLES DURING CONSTRUCTION. D. CONNECTIONS TO EXISTING STORM STRUCTURES: 1.THE HOLE INTO THE EXISTING STRUCTURE SHALL BE SAW CUT OR CORE DRILLED. 2.USE NON-SHRINKING GROUT TO FILL ALL GAPS AROUND THE JOINT. 3.AFTER PIPE IS CONNECTED WITH THE INLET, THE END OF THE PIPE MUST BE CUT FLUSH WITH THE INSIDE SURFACE OF THE INLET. 4.REFER TO F.D.O.T. STANDARD PLAN INDEX 425-001 FOR FILTER FABRIC WRAP ON GROUTED PIPE TO STRUCTURE JOINT DETAIL. LEGEND PROP. ASPHALT PAVING PROPERTY LINE PROP. SPOT ELEVATION G 39.96 EX. STORM SEWER PROP. STORM SEWER PROP. GRATE INLET PROP. STORM MANHOLE RIDGE LINE PROP. STORM CLEANOUT C/O PROP. CONCRETE SIDEWALK PROP. DRIVE-THRU CONCRETE PROP. HEAVY DUTY CONCRETE PROP. HEAVY DUTY ASPHALT PAVING GENERAL NOTES: 1.CONTRACTOR WILL BE RESPONSIBLE FOR VERIFYING THE LOCATION AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. 2.CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO CASTING STRUCTURES. 3.COORDINATE ALL UTILITY LEADS AND BUILDING CONNECTIONS WITH THE ARCHITECTURAL PLANS. 4.STANDARD INDEXES REFER TO THE LATEST EDITION OF F.D.O.T. "ROADWAY AND TRAFFIC DESIGN STANDARDS." 5.ALL DISTURBED AREAS WITHIN RIGHT-OF-WAY WILL NEED TO BE SODDED. DATUM NOTE: ELEVATIONS ARE BASED ON NAVD88 DATUM DETERMINED BY GPS OBSERVATIONS AND TIED IN TO THE NGS BENCHMARK NO. AI0227 WITH A PUBLISHED ELEVATION OF 37.81 FEET. FEMA NOTE: THE PROPERTY IS LOCATED IN OTHER AREAS ZONE X (AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN) PER MAP ENTITLED “FIRM, FLOOD INSURANCE RATE MAP, SEMINOLE COUNTY, FLORIDA AND INCORPORATED AREAS, PANEL 160 OF 330”, MAP NUMBER 12117C0160F, WITH A MAP REVISION DATE OF SEPTEMBER 28, 2007. DEWATERING NOTE: CONTRACTOR SHALL SUBMIT DEWATERING PLAN TO THE DISTRICT, 14 DAYS PRIOR TO COMMENCEMENT, SUBJECT PLANS SHALL BE REVISED AS NECESSARY. THIS PLAN TO BE UTILI=ED FOR PRELIMINARY PURPOSES ONLY >>OVERLAND FLOW PATH W E S NA D 8 3 NA D 8 3 1"=30' 0 307.51530 PROP. FDOT PAVEMENT SECTION 10" LIMEROCK PLACED IN TWO LIFTS 98% MIN COMPACTION LBR 100 OPTIONAL BASE GROUP 9 12" STABILIZED SUBGRADE (MIN LBR 40) COMPACTRED TO 98% OF MAX DENSITY NOT TO SCALE FDOT DRIVEWAY PAVEMENT SECTION (TO BE USED WITHIN ROW) 3.5" TRAFFIC LEVEL C SUPERPAVE ASPHALT 1 A A Digitally signed by Kyle Morel DN: E=kmorel@bohlereng.com, CN=Kyle Morel, O="BOHLER ENGINEERING FL, LLC", L=Boca Raton, S=Florida, SERIALNUMBER=MAS20240828673826, C=US Date: 2025.03.21 11:37:35-04'00' 17 4 1 DATUM ELEV 35.00 SCALE: 1"= 20 ' HORIZONTAL 1"= 2 ' VERTICAL SECTION A-A 40 45 50 40 45 50 0+00 0+50 1+00 5'12'12' PROP 5' CROSSWALK 2% MAX SLOPE 3.82 % MEG 41.54± G 41.60 G 41.65 G 42.85 RI G H T O F W A Y L I N E 10" OPTIONAL BASE GROUP 9 12" STABILIZED SUBGRADE (MIN LBR 40) 3.5" TRAFFIC LEVEL C SUPERPAVE ASPHALT H:\2023\FLA230280.00\ENGINEERING\CAD\DRAWINGS\PLAN SETS\P-CIVL-SECT-FLA230280.00-0A.DWG PRINTED BY: LSHAKES 3.21.25 @ 9:38 AM LAST SAVED BY: LSHAKES STORE SHEET : : : : :CHECKED BY JOB NO. DRAWN BY DATE STORE 80% SUBMITTAL FOR CONSTRUCTION PRELIMINARY SHEET TITLE DWG EDITION 02.4 CAD ID : P14-LE-XP - TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S BO H L E R 600 N. WESTSHORE BLVD. SUITE 950 TAMPA, FLORIDA 33609 Phone:(813) 812-4100 Fax:(813) 812-4101 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 05/21/2024 #05814 FLA230280.00 X KK RI #05814 WINTER SPRINGS E SR 434 & MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 CITY OF WINTER SPRINGS 1 2 3 4 REVISION 4 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 08/06/2024 FDOT DRAINAGE COMMENTS RI KK 10/24/2024 CITY OF WINTER SPRINGS COMMENTS LS/RI KK 02/03/2024 CITY OF WINTER SPRINGS COMMENTS LS/RI KK/KM 03/18/2025 CITY OF WINTER SPRINGS LS/RI WG 03/18/2025 THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY KYLE STEVEN MOREL, PE, ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. C-302 SECT SE&7IONS 1 Digitally signed by Kyle Morel DN: E=kmorel@bohlereng.com, CN=Kyle Morel, O="BOHLER ENGINEERING FL, LLC", L=Boca Raton, S=Florida, SERIALNUMBER=MAS20240828673826, C=US Date: 2025.03.21 11:37:48-04'00' 17 4 2 MICHAEL BLAKE BLVD. E . S T A T E R O A D 4 3 4 T E M E T E R S S S S W W W W W W W W W W W W W L WL G G SSSSSSSSSS F F F F F F F F F F F F WV WVWV FD C WV METER S S D SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF S F S F S F S F S F S F S F S F S F S F S F S F SF SF SF SF SF SF SF SF IP IP IP IP IP IP T P F T P F SCE 50'25 ' SF S F S F S F S F S F SF SF SF SF SF SF S F SF S F S F S F S F S F S F SF SF SF SF SF SF SF SF SF S F S F S F S F S F SF SF IP IP IP P14-LE-BS 5,576 SF 64 SEATS 65 PARKING SPACES FFE = 45.00 PROP ACE HARDWARE BUILDING INDOOR 9,893 SF FFE = 44.86 OUTDOOR GARDEN COVERED AREA 6,163 SF TOTAL OUTDOOR SPACE INFRASTRUCTURE IMPROVEMENT COMPLETED BY LANDLORD PER CONSTRUCTION PLANS FOR SUTTON CROSSINGS IN S 36, T 21 S, R 31 E (GC TO FIELD VERIFY EX. GRADES, UTILITY LOCATIONS AND DEPTHS) S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S W W W W W W W W W WV W W W W W W W W WV WV WV SS WV WV FDC F F F F F F THIS PLAN TO BE UTILIZED FOR SOIL EROSION AND SEDIMENT CONTROL PURPOSES ONLY H:\2023\FLA230280.00\ENGINEERING\CAD\DRAWINGS\PLAN SETS\P-CIVL-EROS-FLA230280.00-0A.DWG PRINTED BY: LSHAKES 3.21.25 @ 9:36 AM LAST SAVED BY: RIMKA STORE SHEET : : : : :CHECKED BY JOB NO. DRAWN BY DATE STORE 80% SUBMITTAL FOR CONSTRUCTION PRELIMINARY SHEET TITLE DWG EDITION 02.4 CAD ID : P14-LE-XP - TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S BO H L E R 600 N. WESTSHORE BLVD. SUITE 950 TAMPA, FLORIDA 33609 Phone:(813) 812-4100 Fax:(813) 812-4101 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 05/21/2024 #05814 FLA230280.00 X KK RI #05814 WINTER SPRINGS E SR 434 & MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 CITY OF WINTER SPRINGS 1 2 3 4 REVISION 4 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 08/06/2024 FDOT DRAINAGE COMMENTS RI KK 10/24/2024 CITY OF WINTER SPRINGS COMMENTS LS/RI KK 02/03/2024 CITY OF WINTER SPRINGS COMMENTS LS/RI KK/KM 03/18/2025 CITY OF WINTER SPRINGS LS/RI WG 03/18/2025 THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY KYLE STEVEN MOREL, PE, ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. C-303 EROS EROSION CONTROL PLAN 12" COMPACTED SUBGRADE 12" COMPACTED SIZE #1 STONE NOT TO SCALE GEOTEXTILE FABRIC STABILIZED CONSTRUCTION ENTRANCE DETAIL 3' O R M O R E 12 " M I N . 8" 15 " - 1 8 " 6' MAX. POST OPTIONS : WOOD 2 1/2" MIN. Ø WOOD 2" x 4" OAK 1 1/2" x 1 1/2" STEEL 1.33 LBS/FT. MIN. FINISHED GRADE FILTER FABRIC SEC. (IN CONFORMANCE WITH 985 F.D.O.T. SPEC.) NOT TO SCALE SILT FENCE DETAIL 2 LAYERS NON WOVEN FILTER FABRIC TO BE SECURED OVER ENTIRE BASIN OPENING NOT TO SCALE INLET PROTECTION IP SBB SCE KEYNOTES: LEGEND EX. R.O.W. LINE EX. ADJACENT PROPERTY LINE PROP. PROPERTY LINE EX. OVERHEAD WIRE EX. SPOT ELEVATION PROP. STORM PIPE PROP. RIDGE LINE PROP. SILT FENCE PROP. INLET PROTECTION SF SF INLET PROTECTION STRAW BALE BARRIER CONSTRUCTION ENTRANCE POLLUTION PREVENTION NOTES: 1.EROSION AND SEDIMENT CONTROL BMP'S IN ADDITION TO THOSE PRESENTED ON THESE PLANS SHALL BE IMPLEMENTED AS NECESSARY TO PREVENT TURBID DISCHARGES FROM FLOWING ONTO ADJACENT PROPERTIES OR ROADWAYS, OFF SITE STORMWATER CONVEYANCES OR RECEIVING WATERS, OR ON SITE WETLANDS AND SURFACE WATERS. BMP'S SHALL BE DESIGNED, INSTALLED, AND MAINTAINED BY THE SITE OPERATOR TO ENSURE THAT OFF SITE SURFACE WATER QUALITY REMAINS CONSISTENT WITH FEDERAL, STATE, AND LOCAL REGULATIONS. [THE OPERATOR IS THE ENTITY THAT OWNS OR OPERATES THE CONSTRUCTION ACTIVITY AND HAS AUTHORITY TO CONTROL THOSE ACTIVITIES AT THE PROJECT NECESSARY TO ENSURE COMPLIANCE.] 2.OFF SITE SURFACE WATER DISCHARGES, DISCHARGES TO ONSITE WETLANDS, OR SURFACE WATERS WITH TURBIDITY IN EXCESS OF 29 NEPHELOMETRIC TURBIDITY UNITS (NTU'S) ABOVE BACKGROUND LEVEL SHALL BE IMMEDIATELY CORRECTED. SUCH INCIDENTS SHALL BE REPORTED TO WATER RESOURCES WITHIN 24 HOURS OF THE OCCURRENCE. THE REPORT SHALL INCLUDE THE CAUSE OF THE DISCHARGE AND CORRECTIVE ACTIONS TAKEN. 3.THE OPERATOR SHALL ENSURE THAT ADJACENT PROPERTIES ARE NOT IMPACTED BY WIND EROSION, OR EMISSIONS OF UNCONFINED PARTICULATE MATTER IN ACCORDANCE WITH RULE 62-296.320(4)(C)1, F.A.C., BY TAKING APPROPRIATE MEASURES TO STABILIZE AFFECTED AREAS. 4.FUEL AND OTHER PETROLEUM PRODUCT SPILLS THAT ENTER STORMWATER DRAINS OR WATERBODIES, OR FUEL AND OTHER PETROLEUM PRODUCT SPILLS THAT ARE IN EXCESS OF 25 GALLONS SHALL BE CONTAINED, CLEANED UP, AND IMMEDIATELY REPORTED TO WATER RESOURCES. SMALLER GROUND SURFACE SPILLS SHALL BE CLEANED UP AS SOON AS PRACTICAL. 5.IF CONTAMINATED SOIL AND/OR GROUNDWATER IS DISCOVERED DURING DEVELOPMENT OF THE SITE, ALL ACTIVITY IN THE VICINITY OF THE CONTAMINATION SHALL IMMEDIATELY CEASE AND WATER RESOURCES SHALL BE CONTACTED. 6.PRIOR TO DEMOLITION OF EXISTING ON SITE STRUCTURES AN ASBESTOS SURVEY AND/OR ASBESTOS NOTIFICATION MAY BE REQUIRED. 7.NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM: A.NPDES CONSTRUCTION GENERIC PERMIT COVERAGE SHALL BE OBTAINED AT LEAST 48 HOURS IN ADVANCE OF CONSTRUCTION COMMENCEMENT IN ACCORDANCE WITH RULE 62-621.300(4)(a), F.A.C. B.A COPY OF THE CERTIFIED NPDES NOI, OR A COPY OF THE FDEP COVERAGE CONFIRMATION LETTER SHALL BE POSTED AT THE SITE IN ACCORDANCE WITH RULE 62-621.300(4)(A) PART III.C.2, F.A.C. C.A COPY OF THE CERTIFIED NPDES NOI, OR A COPY OF THE FDEP COVERAGE CONFIRMATION LETTER SHALL BE PROVIDED TO WATER RESOURCES IN ACCORDANCE WITH RULE 62-621.300(4)(a)PART III.D.1, F.A.C. D.THE SWPPP SHALL BE CERTIFIED IN ACCORDANCE WITH RULE 62-621.300(4)(a)PART V.D.6, F.A.C. E.A COPY OF THE SWPPP, AND COPIES OF THE INSPECTION AND MAINTENANCE RECORDS SHALL BE MAINTAINED AT THE PROJECT SITE; AND SHALL BE READILY AVAILABLE TO COUNTY OR STATE INSPECTORS. 8.THE DISCHARGE OF GROUNDWATER PRODUCED THROUGH DEWATERING, TO SURFACE WATERS, OR ANY PORTION OF THE MS4 WILL REQUIRE SEPARATE PERMITTING FROM THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (DEP). PERMIT(S) SHALL BE OBTAINED PRIOR TO THE COMMENCEMENT OF DEWATERING. MAINTENANCE NOTES: N.P.D.E.S. PERMIT COMPLIANCE REQUIRES INSPECTIONS EVERY 7 CALENDAR DAYS BY A NPDES QUALIFIED INSPECTOR AND PERIODIC INSPECTIONS WITHIN 24 HOURS OF ANY RAINFALL EVENT OF 0.5" OR GREATER. THESE INSPECTIONS MAY RESULT IN RECOMMENDATIONS FOR ROUTINE MAINTENANCE OF THE SOIL EROSION CONTROL DEVICES, AS WELL AS FURTHER MAINTENANCE AS OUTLINED BELOW. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO ENSURE N.P.D.E.S. COMPLIANCE. 1.INSPECTIONS BY CONTRACTOR MUST OCCUR AT LEAST ONCE A WEEK OR WITHIN 24 HOURS OF A STORM EVENT 0.5" OR GREATER. 2.THROUGHOUT THE CONSTRUCTION PERIOD, ALL MUD/SILT TRACKED ONTO EXISTING ROADS FROM THE SITE DUE TO CONSTRUCTION SHALL BE IMMEDIATELY REMOVED BY THE CONTRACTOR. 3.CATCH BASIN INLET AND CONCRETE FLUME FILTERS SHALL BE MAINTAINED CLEAN AT ALL TIMES THROUGHOUT THE CONSTRUCTION PERIOD. WEEKLY INSPECTIONS WILL BE PERFORMED EVERY 7 CALENDAR DAYS. IF A FILTER HAS HOLES OR IS INUNDATED WITH SEDIMENT, THE FILTER WILL REQUIRE REPLACEMENT BY CONTRACTOR. 4.CONSTRUCTION ACCESS AND TRACKING MAT MUST BE MAINTAINED BY CONTRACTOR. REPLENISH CRUSHED AGGREGATE IF PRESENT LAYER IS FILLED WITH SEDIMENT, POOLING WATER, OR HAS RUTS. A NEW LAYER MAY BE ADDED IF OLD LAYERS BECOME COMPACTED. 5.SILT FENCE IS TO BE INSPECTED DAILY BY CONTRACTOR AND EVERY 7 CALENDAR DAYS BY N.P.D.E.S. QUALIFIED INSPECTOR. IF REPAIRS OR REPLACEMENT IS NECESSARY, IT SHALL BE PERFORMED IMMEDIATELY. THE SILT FENCE SHOULD BE TRENCHED IN, BACK-FILLED, AND STAPLED OR STAKED ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS. MAINTENANCE INCLUDES THE REMOVING OF BUILT-UP SEDIMENT. WHEN THE SEDIMENT ACCUMULATES TO 1/3 OF THE HEIGHT OF THE FENCE, CONTRACTOR MAY HAVE TO REMOVE, REPLACE, RETRENCH, OR RE-BACKFILL THE FENCE IF IT FAILS. IT WOULD ALSO BE NECESSARY TO REINSTALL IF ANY PORTION OF THE FENCING WAS DAMAGED BY CONSTRUCTION MACHINERY. 6.SEEDING OR RESEEDING MAY BE REQUIRED IMMEDIATELY TO AREAS WHICH HAVE BEEN DAMAGED BY RUNOFF. 7.THE CONTRACTOR SHALL CONTINUOUSLY ENSURE THAT THE PERIMETER OF THE SITE, INCLUDING CONSTRUCTION ENTRANCES, IS SECURED FROM ALLOWING DEBRIS TO LEAVE THE SITE DUE TO CONSTRUCTION ACTIVITY OR RAINFALL EVENTS. A WEEKLY LOG SHALL BE UPDATED AND KEPT ON-SITE IN ACCORDANCE WITH THE N.P.D.E.S. PERMIT. BY BIDDING DOCUMENTS CONTRACTOR ACKNOWLEDGES HE/SHE IS AWARE OF N.P.D.E.S. GUIDELINES AND POLICIES AS WELL AS BEST MANAGEMENT PRACTICES AND ASSUMES SOLE RESPONSIBILITY FOR FINES IMPOSED BY GOVERNMENTAL AGENCIES DUE TO VIOLATIONS. SEQUENCE OF CONSTRUCTION: UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREAS: TRAILER,PARKING, LAYDOWN, PORTABLE RESTROOMS, WHEELED WASTE DISPOSAL DUMPSTER(S), WHEEL WASH, CONCRETE WASHOUT, FUEL AND MATERIAL STORAGE CONTAINERS, SOLID WASTE CONTAINERS, ETC. IMMEDIATELY DENOTE THEM ON THE SITE MAPS AND NOTE ANY CHANGES IN THEIR LOCATIONS ON THE SITE MAP. PHASE 1 1.CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE AND INSTALL SILT FENCE. 2.INSTALL INLET PROTECTION AT EXISTING INLET(S). 3.PREPARE CLEARING AND GRUBBING OF THE SITE, IF APPLICABLE. 4.INSTALL STORMWATER CONVEYANCE STRUCTURES AND CULVERTS, ENSURE THAT NEW INLETS ARE PROTECTED PRIOR TO MAKING THE OUTFALL CONNECTION. PHASE 2 1.PERFORM MASS GRADING, ROUGH GRADE TO ESTABLISH PROPOSED DRAINAGE PATTERNS. 2.START CONSTRUCTION OF THE PROPOSED BUILDING PAD AND STRUCTURES. 3.TEMPORARILY SEED WITH PURE LIVE SEED THROUGHOUT THE CONSTRUCTION DISTURBED AREAS THAT WILL BE INACTIVE FOR 7 DAYS OR MORE AS REQUIRED BY THE GENERIC PERMIT. W E S NA D 8 3 NA D 8 3 1"=30' 0 307.51530 2 Digitally signed by Kyle Morel DN: E=kmorel@bohlereng.com, CN=Kyle Morel, O="BOHLER ENGINEERING FL, LLC", L=Boca Raton, S=Florida, SERIALNUMBER=MAS20240828673826, C=US Date: 2025.03.21 11:38:03-04'00' 17 4 3 1'-8" 3' - 0 " 1' - 4 " 3' - 0 " 8"4" 1'-8" 4" 4" 8" 4" PAINTED LINE (TYP.) 8" DIAM. 1' - 4 " 10 " 1' - 1 0 " 8" 1'-2" 14"R 4" 3 ' R PAINT SOLID PAINT SOLID 1' - 2 " 1' - 8 " 1' - 8 " 1' - 2 " 3'-0" 1'-0"1'-2"1'-0"1'-2" 3' - 0 " 3' - 0 " NOTES: 1.GENERAL CONTRACTOR SHALL REFER TO PARKING LOT STRIPING SPECIFICATIONS (SEE DETAIL 5/C-400). 2.CONTRACTOR SHALL USE WHITE REFLECTIVE PAINT ON ASPHALT & YELLOW REFLECTIVE PAINT ON CONCRETE, UNLESS UPON VERIFICATION BY THE GENERAL CONTRACTOR IT IS DETERMINED THAT LOCAL, STATE, OR ADA CODES DIFFER, IN WHICH CASE THESE CODES SHALL GOVERN. DRIVE-THRU NOT TO SCALE ACCESSIBILITY SYMBOL NOT TO SCALE STOP BAR NOT TO SCALE DIRECTIONAL ARROW NOT TO SCALE 6'-0" 6' - 0 " 3' - 0 " 1'-8" 24" SEE PLAN 5 1/2" 10" EDGE OF PAVEMENT OR FACE OF CURB 1'-8"1'-8" STOP BAR 8'-5" 1'-8" 4' - 0 " ED G E O F P A V E M E N T OR F A C E O F C U R B 5 1/2" BOLLARD MOUNTED SIGN NOT TO SCALE 7 C-200 PARKING STALL LAYOUT AND STRIPING NOT TO SCALE 5 C-200 PAVEMENT MARKINGS - 2 NOT TO SCALE 2 C-200 PAVEMENT MARKINGS - 1 NOT TO SCALE 1 C-200 NOTES: 1.GENERAL CONTRACTOR SHALL REFER TO PARKING LOT STRIPING SPECIFICATIONS. 2.CONTRACTOR SHALL USE WHITE REFLECTIVE PAINT ON ASPHALT & YELLOW REFLECTIVE PAINT ON CONCRETE, UNLESS UPON VERIFICATION BY THE GENERAL CONTRACTOR IT IS DETERMINED THAT LOCAL, STATE, OR ADA CODES DIFFER, IN WHICH CASE THESE CODES SHALL GOVERN. 6" DIA. SCH. 80 STEEL PIPE BOLLARD FILLED WITH CONCRETE. PAINT DARK BRONZE (TOP 12" PAINTED YELLOW) 3000 PSI CONCRETE 2' - 6 " 6" 2'-0" 2"X2" SQUARE TUBING PAINT CONCRETE BLACK AFTER CURING AT ASPHALT LOCATIONS 3' - 0 " NOTE: SIGNS SHALL BE FABRICATED USING S/F 0.08 NON-ILLUMINATED ALUMINUM WITH VINYL COPY APPLIED TO THE FIRST SURFACE. NOTE: VERIFY COLORS WITH LOCAL MUNICIPALITY. SIGNS PROVIDED AND INSTALLED BY CFA SIGNAGE CONTRACTOR. REFER TO SIGNAGE PACKAGE. 60° PARKING 8.0' V A N 8.0' C A R ACCESSIBLE PARKING SIGN IN BOLLARD 24" CONCRETE CURB & GUTTER : 30° 20 . 1 ' * * TY P I C A L 9.0' TYPI C A L 60° 8.0' PARKING LOT STRIPING SPECIFICATIONS: STANDARDS: 1.ALWAYS FOLLOW ALL APPLICABLE GOVERNING AUTHORITY'S STANDARDS. 2.SURFACES SHOULD BE CLEAN, DRY, AND FREE FROM LOOSE OR PEELING PAINT. REMOVE ALL OIL, DUST, GREASE, DIRT, AND OTHER FOREIGN MATERIAL TO ENSURE ADEQUATE ADHESION. DO NOT APPLY WHEN AIR OR SURFACE TEMPERATURES ARE BELOW 40°F. 3.APPLY SHERWIN-WILLIAMS SETFAST PREMIUM ALKYD ZONE MARKING PAINT A300 WHITE OR A303 YELLOW USING EITHER AIRLESS OR CONVENTIONAL LINE STRIPING EQUIPMENT. USE THE FOLLOWING SETTINGS AS A GUIDE-ACTUAL SETTINGS DEPEND ON ATMOSPHERIC CONDITIONS AT THE TIME OF APPLICATION: AIRLESS ·PRESSURE 1800-2700 PSI ·HOSE 14"-3 8" ID ·TIP 0.015"-0.017" ·FILTER 60 MESH ·REDUCTION ONLY IF NECESSARY, UP TO 1PT/GAL VM&P NAPTHA R1K3 CONVENTIONAL ·GUN BLINKS 21 (BLEEDER) OR EQUIVALENT ·FLUID NOZZLE #68 ·AIR NOZZLE INTERNAL MIX, #709 ·ATOMIZATION PRESSURE 45-80 PSI ·FLUID PRESSURE 40-70 PSI ·REDUCTION ONLY IF NECESSARY, UP TO 1PT/GAL VM&P NAPTHA R1K3 ·SHERWIN WILLIAMS, H&C SHARK GRIP SLIP RESISTANT ADDITIVE TO BE MEASURED AND ADDED TO ALL PAINT PER MANUFACTURER'S WRITTEN SPECIFICATIONS. MIX THOROUGHLY PER MANUFACTURER'S RECOMMENDATIONS SO THAT NO CLUMPING IS APPARENT AND UNTIL EVEN DISTRIBUTION IS ACHIEVED. MAINTAIN EVEN DISTRIBUTION OF ADDITIVE IN PAINT THROUGHOUT THE APPLICATION PROCESS. ·MIX PAINT THOROUGHLY BY BOXING, STIRRING, OR POWER AGITATION BEFORE USE. APPLY AT 15 MILS WET TO ACHIEVE A SPREAD RATE OF 400-500 LINEAL FEET OF STANDARD 4" STRIPE PER GALLON. APPLIED AT THIS RATE AT 70 DEGREES F AND 50% RELATIVE HUMIDITY, PAINT WILL DRY WITH NO TRAFFIC PICKUP AFTER 20 MINUTES. ·GENERAL CONTRACTOR TO RE-STRIPE THE LOT 45 DAYS AFTER OPENING. 4.0' PAINTED ACCESSIBILITY SYMBOL SIDEWALK ACCESSIBLE RAMP 7. 5 ' M I N . BOLLARD 8 C-401 1B C-400 7 C-4011 C-401 NOTES 1.ACCESSIBLE PARKING AND ACCESSIBLE AISLES SHALL NOT EXCEED 1.5% IN SLOPE IN ANY DIRECTION. IF ONLY ONE ACCESS AISLE IS INSTALLED, IT IS TO BE A VAN SIZE. 2.PARKING STALL DIMENSIONING SHALL BE IN ACCORDANCE WITH APPLICABLE GOVERNING AUTHORITY'S AND ADA STANDARDS. SEE SITE PLAN FOR COMPLETE STRIPING LAYOUT. 3.GENERAL CONTRACTOR SHALL REFER TO CHICK-FIL-A PARKING LOT STRIPING SPECIFICATIONS, THIS DETAIL. 4.CONTRACTOR SHALL USE 4" WIDE WHITE REFLECTIVE PAINT FOR STRIPING ON ASPHALT PARKING LOTS. 5.CONTRACTOR SHALL USE 4" WIDE YELLOW REFLECTIVE PAINT FOR STRIPING ON CONCRETE PARKING LOTS. 6.ACCESSIBLE PARKING AND ACCESSIBLE AISLE STRIPING COLOR SHALL BE IN ACCORDANCE WITH APPLICABLE GOVERNING AUTHORITY REQUIREMENTS. 7.NO WHEEL STOPS TO BE INSTALLED WHEN PARKING IS ADJACENT TO SIDEWALK. 8.ADA SIGNS IN BOLLARDS AND BOLLARDS SHALL BE INSTALLED WHEN PARKING IS ADJACENT TO FLUSH CURB OR A RAMP. 9.ALL DIMENSIONS ARE TO CENTER OF STRIPE UNLESS OTHERWISE NOTED. 10.STRIPING IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 5.0' AWNING 24" MIN. ** 60° PARKING STALL CAN BE REDUCED TO 18' MINIMUM IF SITE CONDITIONS REQUIRE IT. 9.0' TYPI C A L 4.0' 45° 2' - 0 " 6 C-200 CURB RAMP w/ FLARED SIDES NOT TO SCALE 9 C-200 CURB RAMP w/ SHORT FLARED SIDES NOT TO SCALE 8 C-200 MATCH SIDEWALK WIDTH (3' MIN. RAMP) PAVEMENT 7' M I N . 1' MIN. TRANSITION 6" 6" 1V:14H MAX. 1' MIN. TRANSITION CURB CURB 24 " FLARED SIDES GRASSGRASS 12 C-201 3' x 3 ' LA N D I N G GUTTER SLOPE SHALL NOT EXCEED 5% AT LANDING AREA MATCH SIDEWALK WIDTH (3' MIN. RAMP) PAVEMENT 7' M I N . 1V:12H MAX. 6' MIN. TRANSITION 6" 6" 1V:14H MAX. 1V:12H MAX. 6' MIN. TRANSITION CURB SIDEWALK CURB SIDEWALK 24 " DETECTABLE WARNING DEVICE (WHERE REQUIRED) FLARED SIDES 1V:12H MAX.12 C-201 3' x 3 ' LA N D I N G * SIDE FLARES TO BE 1:12 WHERE THERE IS NO LANDING AT TOP OF RAMP. GUTTER SLOPE SHALL NOT EXCEED 5% AT LANDING AREA SOLID PLASTIC WHEEL STOP NOT TO SCALE 6'-0" 4- 1 2" 7" (3) 8" LAGS FOR CONCRETE PAVEMENT OR 12" GALVANIZED PLATED SPIKES FOR ASPHALT PAVEMENT REQUIRED FOR EACH WHEEL STOP. SEE MANUFACTURER'S INSTRUCTIONS FOR INSTALLATION. NOTES: 1.MATERIAL: SOLID POLYETHYLENE 2.WHEEL STOP COLOR: YELLOW 3.MANUFACTURER - PLASTICS-R-UNIQUE, INC. 352 MILL STREET WADSWORTH, OH 44281 CONTACT - BOBBIE PERTIE 330-334-4820 PHONE 330-334-4720 FAX 4.USE ONLY MANUFACTURER SUPPLIED LAGS AND SPIKES. 5.PRE-DRILL HOLES THROUGH PARKING SURFACES (3 4" BIT FOR LAGS AND 3 8" BIT FOR SPACES). 6.FILL PRE-DRILLED HOLES WITH HEAVY DUTY CONSTRUCTION ADHESIVE SUCH AS PL400. 2' - 0 " 2' - 0 " NOTE: WHEEL STOPS ONLY TO BE USED WHEN NO OTHER PRACTICAL OPTION EXISTS. DETECTABLE WARNING DEVICE (WHERE REQUIRED) WHERE LANDING IS ADJACENT TO ACCESSIBLE PARKING STALLS, GUTTER SLOPE SHALL NOT EXCEED 1.5% WHERE LANDING IS ADJACENT TO ACCESSIBLE PARKING STALLS, GUTTER SLOPE SHALL NOT EXCEED 1.5% 12 " 4" LANDSCAPE AREA LANDSCAPE AREA WID T H V A R I E S 4" (4' M I N . W I D T H ) 6" STANDUP CURB OR CURB & GUTTER AS APPLICABLE (SEE SITE PLAN) PROVIDE 5' SQUARE MINIMUM LANDING AT TOP OF RAMP FOR CHANGE IN DIRECTION EXPANSION JOINT SEE S I T E P L A N 1:14 M A X . S L O P E DO N O T E X C E E D BOTH RAMP CURBS TO BE PAINTED YELLOW (SEE PARKING LOT STRIPING SPECIFICATION) EXPANSION JOINT EXPANSION JOINT CONT R A C T I O N JOINT CONTR A C T I O N JOINT RETURNED CURB RAMP NOT TO SCALE 10 C-200 5 C-200 14 C-201 14 C-201 14 C-20114 C-201 CONCRETE SIDEWALK 4 C-200 CROSSWALK MARKINGS NOT TO SCALE 3 C-200 PAINT SOLID MULTI-LANE SPLIT MULTI-LANE MERGE 5' 1. 5 ' 2. 5 ' 5' 1. 5 ' 2. 5 ' PAINT SOLID NOTES: 1.GENERAL CONTRACTOR SHALL REFER TO PARKING LOT STRIPING SPECIFICATIONS (SEE DETAIL 5/C-400). 2.CONTRACTOR SHALL USE WHITE REFLECTIVE PAINT ON ASPHALT & YELLOW REFLECTIVE PAINT ON CONCRETE. MULTI-LANE DIRECTIONAL GRAPHICS NOT TO SCALE 12" WIDE STRIPES @ 36" CENTERS SEE SITE PLAN AND GUTTER TYPICAL CURB SIGN TO BE PLACED AT THE LEADING/ TRANSVERSE LINES OF THE CROSSWALK PER THE SITE PLAN VA R I E S ( 6 ' M I N . ) (S E E S I T E P L A N ) SIGN TO BE PLACED AT THE LEADING/ TRANSVERSE LINES OF THE CROSSWALK PER THE SITE PLAN NOTES: 1.GENERAL CONTRACTOR SHALL REFER TO PARKING LOT STRIPING SPECIFICATIONS (SEE DETAIL 5/C-400). 2.CONTRACTOR SHALL USE WHITE REFLECTIVE PAINT ON ASPHALT AND YELLOW REFLECTIVE PAINT ON CONCRETE. 1A C-400 1B C-200 2A C-200 2B C-200 DETECTABLE WARNING DEVICE (WHERE REQUIRED) 12 C-201 NOTE: IF STOP SIGN IS PROPOSED, "STOP" LETTERING GRAPHIC IS NOT REQUIRED. 90° PARKING 12.0' 24" CONCRETE CURB & GUTTER 9.0' TYPICAL 18 . 0 ' TY P I C A L 4.0' SIDEWALK ACCESSIBLE RAMP 7. 5 ' M I N . BOLLARD 18 C-401 17 C-401 11 C-401 5.0' AWNING 24" MIN. 9.0' TYPICAL ACCESSIBLE PARKING SIGN IN BOLLARD PAINTED ACCESSIBILITY SYMBOL 1B C-400 12.0' H:\2023\FLA230280.00\ENGINEERING\CAD\DRAWINGS\PLAN SETS\P-CIVL-CNDS-FLA230280.00-0A.DWG PRINTED BY: LSHAKES 3.21.25 @ 9:36 AM LAST SAVED BY: LSHAKES STORE SHEET : : : : :CHECKED BY JOB NO. DRAWN BY DATE STORE 80% SUBMITTAL FOR CONSTRUCTION PRELIMINARY SHEET TITLE DWG EDITION 02.4 CAD ID : P14-LE-XP - TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S BO H L E R 600 N. WESTSHORE BLVD. SUITE 950 TAMPA, FLORIDA 33609 Phone:(813) 812-4100 Fax:(813) 812-4101 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 05/21/2024 #05814 FLA230280.00 X KK RI #05814 WINTER SPRINGS E SR 434 & MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 CITY OF WINTER SPRINGS 1 2 3 4 REVISION 4 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 08/06/2024 FDOT DRAINAGE COMMENTS RI KK 10/24/2024 CITY OF WINTER SPRINGS COMMENTS LS/RI KK 02/03/2024 CITY OF WINTER SPRINGS COMMENTS LS/RI KK/KM 03/18/2025 CITY OF WINTER SPRINGS LS/RI WG 03/18/2025 THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY KYLE STEVEN MOREL, PE, ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. C-400 CNDS CFA STANDARD DETAILS SHEET 2 Digitally signed by Kyle Morel DN: E=kmorel@bohlereng.com, CN=Kyle Morel, O="BOHLER ENGINEERING FL, LLC", L=Boca Raton, S=Florida, SERIALNUMBER=MAS20240828673826, C=US Date: 2025.03.21 11:38:14-04'00' 17 4 4 CONCRETE CURB & GUTTER NOT TO SCALE CONCRETE SIDEWALK w/ CURB & GUTTER NOT TO SCALE CONCRETE SIDEWALK NOT TO SCALE 8 C-200 5 C-301 4 C-200 NOTES: 1.CONTRACTION JOINTS AT 5'-0" O.C. TOOLED 1 2" WIDE, 1" DEEP OR MAX. D 4 DEEP, WHICHEVER IS GREATER. EXPANSION JOINTS AT 20' MAX. & ALL P.C.s, UNLESS APPROVED OR INDICATED OTHERWISE ON PLAN VIEW JOINT PATTERN. BUILDING BUILDING FOOTING SIDEWALK ELEVATIONS VARY - HOLD FLUSH WITH FINISHED FLOOR AT ENTRANCE WAYS. PLANTING AREAS MAY EXIST BETWEEN THE BUILDING AND THE BACK-OF-SIDEWALK (SEE SITE PLAN). EXPANSION JOINTS DO NOT APPLY TO SIDEWALK SECTION ADJACENT TO PLANTING AREAS. NOTICE: ALWAYS ALIGN CURB AND SIDEWALK JOINTS. COMPACTED SUBGRADE AS SPECIFIED 7' MIN. (SEE SITE PLAN) 24" CONCRETE CURB & GUTTER PAVEMENT, AS SPECIFIED IN GEOTECHNICAL REPORT STABILIZED AGGREGATE BASE COARSE, AS SPECIFIED FOR PAVEMENT SLOPE 1.5% MAX. 4" AGGREGATE BASE COURSE (MIN.) EXPANSION JOINT EXPANSION JOINT 8 C-301 4 C-301 4 C-301 12 " 6" NOTES: 1.CONCRETE FOR CURBING SHALL HAVE A MIN. COMPRESSIVE STRENGTH OF 3,000 PSI @ 28 DAYS. 2.CONSTRUCTION STAKING FOR CURBING INSTALLATION SHALL BE REFERENCED (CUT OR FILL) TO THE TOP OF CURB. 3.AT CONTRACTOR'S OPTION THE GUTTER THICKNESS MAY BE INCREASED AT THE EDGE OF PAVEMENT TO MAKE BOTTOM OF GUTTER PARALLEL WITH PAVING OF BASE COURSE. 4.CONTRACTION JOINTS @ 10'-0" O.C. TOOLED 14" (± 116", -0) WIDE, 1" OR MAX. D/4 DEPTH WHICHEVER IS GREATER. EXPANSION JOINTS @ 40'-0" MAX., AT ENDS OF RADIUS, AND A MINIMUM OF 5 FEET FROM INLET STRUCTURES, UNLESS APPROVED OR INDICATED OTHERWISE ON PLANS. 5.GUTTER SLOPE AT ACCESSIBLE SPACES TO MATCH ADJACENT PAVEMENT, TRAVERSE & LONGITUDINAL. 6.CONSTRUCTION STAKING FOR CURBING INSTALLATION SHALL BE REFERENCED (CUT OR FILL) TO THE TOP OF CURB. 7.LIGHT BROOM FINISH; PERPENDICULAR TO CURB. **CIVIL TO MODIFY PER GEOTECH REPORT RECOMMENDATIONS** CATCHING CURB AND GUTTER 11 2"R 1"6" 2'-0" PAVEMENT DIMENSIONS REFER TO FACE OF CURB UNLESS INDICATED OTHERWISE 1 2"R 6" 13 " 6" SPILLING CURB AND GUTTER 11 2"R 1"6" 2'-0" PAVEMENT DIMENSIONS REFER TO FACE OF CURB UNLESS INDICATED OTHERWISE 1 2"R 6" 12 " 7" 1- 1 / 8 " BA LIGHT BROOM FINISH 1- 1 / 8 " DEPRESSED SPILLING CURB AND GUTTER 11 2"R 7" PAVEMENT DIMENSIONS REFER TO FACE OF CURB UNLESS INDICATED OTHERWISE 1 2"R C 6" DEPRESSED CATCHING CURB AND GUTTER 11 2"R 7" 2'-0" PAVEMENT DIMENSIONS REFER TO FACE OF CURB UNLESS INDICATED OTHERWISE 1 2"R 7 1 / 2 " D LIGHT BROOM FINISH 6" 3/ 4 " 2'-0" 6" LIGHT BROOM FINISH 5.0% MAX. 3/ 4 " 5.0% MAX. 1% MIN. SLOPE 1% MIN. SLOPE LIGHT BROOM FINISH 1.5% MAX. SLOPE ROADWAY GUTTER PAN DEPRESSED CURB 1.5% MAX. SLOPE ROADWAY GUTTER PAN SPILLING GUTTER SECTION AT ACCESSIBLE RAMPE CATCHING GUTTER SECTION AT ACCESSIBLE RAMPF X X X XX X XXXXXX 1 2" EXPANSION JOINT (SEE NOTE #1) SMOOTH TOOLED FINISH AROUND ALL EDGES AND JOINTS (TYP) LIGHT BROOM FINISH (PERPENDICULAR TO TRAVEL PATH) 6"x6"x6 GAUGE WELDED WIRE FABRIC SEATED AND SECURED ON STANDS 5'-0" (TYP) 2"2" 4" 1 2" CONTRACTION JOINT (SEE NOTE #1) CONTRACTION JOINT 3000 PSI COMPRESSIVE STRENGTH CONCRETE MIX PER SPECIFICATION. 2" 4" EXPANSION JOINT 1 2" CONTRACTION JOINT (SEE NOTE #1) SE E P L A N 4" AGGREGATE BASE COURSE 12" DECK-O-FOAM EXPANSION JOINT FILLER W/ PRE-SCORED STRIP, "ZIP STRIP" OR OTHER CFA APPROVED MATERIAL URETHANE JOINT SEALING COMPOUND 1 4T **CIVIL TO MODIFY CONCRETE & AGGREGATE BASES PER GEOTECH REPORT RECOMMENDATIONS** 2 C-200 SIDEWALK ACCESSIBLE RAMP NOT TO SCALE 1 C-200 1/2" EXPANSION JOINTS (TYP.) DETECTABLE WARNING DEVICE (WHERE REQUIRED) ELEVATION NOTES: 1. IF REQUIRED BY STATE/LOCAL ORDINANCE, THE SURFACE OF THE RAMP LANDING SHALL HAVE DETECTABLE WARNINGS AS SHOWN. DETECTABLE WARNINGS SHALL CONSIST OF RAISED TRUNCATED DOMES. SEE DETECTABLE WARNINGS DETAIL. 2. CONSTRUCT PER A.D.A. STANDARDS. 3. REFER TO PLANS FOR ADJACENT SLOPES. 4. THE CROSS SLOPE OF THE RAMP SURFACE SHALL BE NO GREATER THAN 1.5%. 5. CONSTRUCTION OF THE RAMP SHALL MATCH ADJOINING SIDEWALK DETAIL. 6. CONCRETE SHALL BE P.C.C. 3000 PSI. PLAN NOTES: 1.AT ADA CURB RAMPS, THE DETECTABLE WARNING DEVICE SHALL BE LOCATED ON THE SURFACE AT THE BOTTOM OF THE GRADE BREAK OR AT THE LOWER LANDING. FOR LANDINGS AND BLENDED TRANSITIONS, DETECTABLE WARNING DEVICES SHALL BE LOCATED ON THE LANDING OR BLENDED TRANSITION AT THE BACK OF CURB. 2.DETECTABLE WARNING DEVICE SHALL BE 24 INCHES IN THE DIRECTION OF TRAVEL AND EXTEND THE FULL WIDTH OF THE RAMP OR FLUSH SURFACE. 3. DETECTABLE WARNING SURFACES SHALL BE CONSTRUCTED BY TEXTURING PRODUCTS CONFORMING TO PROWAG R305. TRANSITION SLOPES ARE NOT TO HAVE DETECTABLE WARNINGS. CONTRACTOR SHALL CONFIRM LOCAL CODES ARE MET. 4. WHERE A CURB RAMP IS CONSTRUCTED WITHIN AN EXISTING CURB, CURB & GUTTER AND/OR SIDEWALK, THE EXISTING CURB & GUTTER SHALL BE REMOVED TO THE NEAREST JOINT BEYOND THE CURB TRANSITIONS OR TO THE EXTENT THAT NO REMAINING SECTION OF CURB OR CURB & GUTTER IS LESS THAN 5' LONG. THE EXISTING SIDEWALK SHALL BE REMOVED TO THE NEAREST JOINT BEYOND THE TRANSITION SLOPE WALK AROUND OR TO THE EXTENT THAT NO REMAINING SECTION OF SIDEWALK IS LESS THAN 5'. 5. THE PLAN MUST PROVIDE FOR DETECTABLE WARNING SURFACE COLORS OR MATERIALS THAT PROVIDE THE NECESSARY CONTRAST, EITHER DARK-ON-LIGHT, OR LIGHT-ON-DARK. STANDARD DOME COLOR IS BRICK RED. 6. TRUNCATED DOMES TO BE INSTALLED USING ARMOR TILE CAST IN PLACE DOME TACTILE TILE. PART NUMBER ADA-2424 OR OTHER EQUIVALENT APPROVED MATERIAL. PREFERRED MANUFACTURER ARMOR TILE TACTILE SYSTEMS LANCE MITCHELL(919)622-4615 UNLESS PAVERS ARE REQUIRED, CONTRACTOR TO VERIFY THAT CURB RAMPS MEET LOCAL CODES AND ADA REQUIREMENTS. 0. 2 " 0.9" Ø0 . 9 0 " Ø0 . 4 5 " 0. 0 6 2 5 0.09" TYP. 0.09" TYP. 2. 3 5 0 " T Y P . NOTE: FIELD LEVEL MICRO-TEXTURE 41 POINTS PER SQUARE INCH 1.2625" 1. 2 6 2 5 " 1. 6 7 0 " T Y P . 1.670" TYP. DETECTABLE WARNING DEVICE NOT TO SCALE 2 C-301 ** INSTALL ONLY IF REQUIRED BY STATE/LOCAL ORDINANCE (CIVIL ENGINEER TO VERIFY)14 1 14 1 VA R I E S SE E S I T E P L A N 6" 6" RAM P RAMP 4" 6" 6" 4" A A 5' LA N D I N G M I N . 1.5% M A X . LIGHT BROOM FINISH IF CHANGE IN DIRECTION OR IF RAMP EXCEEDS 30 FEET 4" THICK CONCRETE SIDEWALK SECTION 1.5% MAX. CROSS SLOPE MONOLITHIC CONCRETE ACCESSIBLE RAMP (3000 PSI) NOTE: INSTALL 1" TOOLED RADIUS ON ALL EXPOSED EDGES SIMILAR AS SHOWN ON CURB DETAIL RETAINING CURB SUBGRADE COMPACTED AS SPECIFIED IN GEOTECHNICAL REPORT CURB (BEYOND) CONCRETE FLUSH WITH PAVEMENT 1.5% CROSS SLOPE MAX. SECTION A-A RAMP (BEYOND) LANDSCAPE 4" AGGREGATE BASE COURSE (MIN) GUTTER SLOPE SHALL NOT EXCEED 5% AT LANDING AREA. VAR I E S , S E E S I T E P L A N 5' M I N . 24" CONCRETE CURB & GUTTER LIGHT BROOM FINISH BOTH RAMP CURBS TO BE PAINTED YELLOW, SEE PARKING LOT STRIPING SPECIFICATION 8 C-301 5 C-300 MINIMUM 1% SLOPE AWAY FROM BUILDING. MAXIMUM 1.5% SLOPE IN ALL DIRECTIONS AT LANDING. AT E N T R Y D O O R S 1.5% M A X . 7.0' M I N 7.0' M I N WHERE LANDING IS ADJACENT TO ACCESSIBLE PARKING STALLS, GUTTER SLOPE SHALL NOT EXCEED 1.5%**CIVIL TO MODIFY PER GEOTECH REPORT RECOMMENDATIONS** 3 C-200 1'-0" 60" MIN LANDING HORIZONTAL PROJECTION (RUN) 60" MIN. LANDING 1'-0" 34 " - 3 8 " HANDRAIL 36" CLEAR (MIN) "A" "B" ELEVATION 30" MAX. RISE BEFORE A 5'-0" LONG INTERMEDIATE LANDING IS REQUIRED SET PIPE IN CONC. FOOTING DETAIL "A" DETAIL "B" 11 4"Ø TO 11 2"Ø HANDRAIL34 " - 3 8 " A. F . F . 8" SQUARE 3" MI N 1' - 0 " VE R I F Y HANDRAIL 12" RI S E PAINT HANDRAIL DARK BRONZE 34 " - 3 8 " NOTES: 1.RAMPS & HANDRAILS TO BE IN COMPLIANCE WITH SECTIONS 405 & 505 OF THE 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN. 2.VERIFY ALL STATE & LOCAL REQUIREMENTS FOR RAMPS & HANDRAILS. 3.USE ONLY COMMERCIAL GRADE ALUMINUM FENCING WITH DARK BRONZE POWDER COAT FINISH. 27 " M A X . 27 " M A X . < 4 " CONCRETE BOLLARD NOT TO SCALE 7 C-200 TYPICAL ADA RAMP & HANDRAIL NOT TO SCALE ANCHOR STEEL PIPE IN CONCRETE FOOTING, 2'-0" DIAMETER x 2'-6" DEPTH ASPHALT PAVEMENT APPLICATIONS CONCRETE PAVEMENT/ SLAB APPLICATIONS NOTE: 1.BOLLARD HEIGHT SHALL BE 5'-0" AT DRIVE-THRU WINDOW AND INSIDE DUMPSTER ENCLOSURE. 2' - 6 " 6" 2'-0" TROWELED, ROUNDED CONCRETE 4 C-201 EXPANSION JOINT 3' - 0 " U N L E S S N O T E D O T H E R W I S E 5' - 0 " A T D R I V E - T H R U W I N D O W & IN S I D E D U M P S T E R E N C L O S U R E 6 C-301 ENTRY DOOR FROST SLAB DETAIL NOT TO SCALE TOP/SLAB (SEE FDN. PLAN) MAX. 1.5% SLOPE NOTE: 1.CONTRACTOR TO REFER TO STRUCTURAL PLANS FOR ADDITIONAL DETAILS. NOTIFY ENGINEER WITH ANY DISCREPANCIES FROM THIS DETAIL. 2.CONTRACTOR HAS THE OPTION TO DRILL, SET AND EPOXY GROUT DOWEL, IF NOT INSTALLED WHEN THE BUILDING SLAB WAS POURED. 3.REFER TO ARCHITECTURAL DRAWINGS FOR DOOR LOCATIONS. DOOR STOOP SHALL EXTEND 12" PAST EACH SIDE OF DOOR MIN. STOOP IS TO BE SEPARATED ON ALL SIDES WITH 1/4" EXPANSION JOINT MATERIAL, TOPPED WITH SEALANT. 4.USE A 10'X5' SLAB MINIMUM AT A DOUBLE DOOR ENTRY. 5.USE A 5'X5' SLAB MINIMUM AT A SINGLE DOOR ENTRY. 5. DOWELS TO BE INSTALLED INTO THE BUILDING FOUNDATION ONLY. THE REMAINING THREE SIDES OF THE SLAB DO NOT GET TIED TO THE SURROUNDING SIDEWALK. 5'-0" MIN. 4"U. N . O . 2" BLDG. LINE PCC SIDEWALK IF REQUIRED SEE FDN. PLAN FOR WALL REINF. MATCH SIDEWALK SECTION FOR CONCRETE (4" MIN.) 2" XPS RIGID FOAM INSULATION MATCH SIDEWALK SECTION FOR AGGREGATE BASE (4" MIN.) PREPARED AND COMPACTED SUBGRADE XXXX 6" MIN. X X 6"x6"x6 GAUGE WELDED WIRE FABRIC SEATED AND SECURED ON STANDS 1/4" EXPANSION JOINT MATERIAL4 C-301 1/2" DIA DOWEL @ 2'-0" ON CENTER 6" MIN. DOWEL TO BE SET AT TIME OF BUILDING SLAB POUR OR DRILL, SET, EPOXY GROUT DOWEL INTO EXISTING SLAB ALIGN EDGE OF SLAB TO CLOSEST JOINT OR BACK OF CURB NOTE: PREFABRICATED PANELS PER ADA STANDARDS FOR ACCESSIBLE DESIGN SECTION 705 SHALL BE USED. NOTE: CURB ONLY REQUIRED WHERE RAMP IS ADJACENT TO LANDSCAPING DEPRESSED CURB 24" CONCRETE CURB & GUTTER CONCRETE FOR RADIUS PROTECTION SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 P.S.I. @ 28 DAYS. SUBBASE PREPARED AND COMPACTED TO A MINIMUM DENSITY OF 95% MODIFIED PROCTOR OR AS SPECIFIED BY A GEOTECHNICAL ENGINEER (SEE NOTE #1) EXPANSION JOINTS AT 20' MAX. & ALL P.C.s, UNLESS APPROVED OR INDICATED OTHERWISE ON PLAN VIEW JOINT PATTERN. PAVEMENT DIMENSION REFER TO FACE OF CURB UNLESS INDICATED OTHERWISE CROSS SECTION 3.0' SEE GEOTECHNICAL REPORT FOR THICKNESS OF AGGREGATE UNDERNEATH PAVEMENT AND CURB AND GUTTER EXPANSION JOINT 8 C-201 4 C-201 90° RADIUS PROTECTION APRON SHALL MEET THE MINIMUM LENGTH AND WIDTH DIMENSIONS AS PROVIDED ON THE SITE PLAN. CONTRACTION JOINTS AT 5' MAX. SPACING LIGHT BROOM FINISH 3. 0 ' M I N . 2' R (T Y P . ) 90° PLAN VIEW NOTE: 1.GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT FOR PAVEMENT SECTION REQUIREMENTS. LANDSCAPE & IRRIGATION PROTECTOR NOT TO SCALE 9 C-200 12 " 3"R 3" 1 2"R 4" 12 " 2- 1 / 4 " 3 4" PER FT. LIGHT BROOM FINISH 4"18" NOTES: 1.MOUNTABLE CURB TO BE PAINTED YELLOW WITH 6" BLACK STRIPE PAINTED EVERY 24" O.C. M-4.18 MOUNTABLE CURB & GUTTERG 6" DIA. SCH. 80 STEEL PIPE BOLLARD FILLED WITH CONCRETE. PAINT DARK BRONZE (TOP 12" PAINTED YELLOW) 3000 PSI CONCRETE H:\2023\FLA230280.00\ENGINEERING\CAD\DRAWINGS\PLAN SETS\P-CIVL-CNDS-FLA230280.00-0A.DWG PRINTED BY: LSHAKES 3.21.25 @ 9:36 AM LAST SAVED BY: LSHAKES STORE SHEET : : : : :CHECKED BY JOB NO. DRAWN BY DATE STORE 80% SUBMITTAL FOR CONSTRUCTION PRELIMINARY SHEET TITLE DWG EDITION 02.4 CAD ID : P14-LE-XP - TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S BO H L E R 600 N. WESTSHORE BLVD. SUITE 950 TAMPA, FLORIDA 33609 Phone:(813) 812-4100 Fax:(813) 812-4101 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 05/21/2024 #05814 FLA230280.00 X KK RI #05814 WINTER SPRINGS E SR 434 & MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 CITY OF WINTER SPRINGS 1 2 3 4 REVISION 4 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 08/06/2024 FDOT DRAINAGE COMMENTS RI KK 10/24/2024 CITY OF WINTER SPRINGS COMMENTS LS/RI KK 02/03/2024 CITY OF WINTER SPRINGS COMMENTS LS/RI KK/KM 03/18/2025 CITY OF WINTER SPRINGS LS/RI WG 03/18/2025 THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY KYLE STEVEN MOREL, PE, ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. C-401 CNDS CFA STANDARD DETAILS SHEET Digitally signed by Kyle Morel DN: E=kmorel@bohlereng.com, CN=Kyle Morel, O="BOHLER ENGINEERING FL, LLC", L=Boca Raton, S=Florida, SERIALNUMBER=MAS20240828673826, C=US Date: 2025.03.21 11:38:31-04'00' 17 4 5 CONCRETE PAVEMENT NOT TO SCALE 6 C-301 #4 BARS - 18" O.C.E.W. 6" PCC SURFACE COURSE SEE NOTE #1 6" AGGREGATE BASE COURSE SEE NOTE #1 NOTES: 1. DESIGN PER GEOTECH REPORT PREPARED BY UNITED CONSULTING, DATED 04/19/2024. 2. PAVEMENTS & SUBGRADES INCLUDING MATERIALS & COMPACTION SHALL MEET STANDARDS & SPECIFICATIONS OF THE GOVERNING DEPARTMENT OF TRANSPORTATION. 3. JOINTING & SPACING SHALL BE PER CONCRETE JOINT DETAILS. 4. CONCRETE SHALL HAVE A MIN. COMPRESSIVE STRENGTH OF 4,000 PSI @ 28 DAYS. STABLE SUBGRADE OR COMPACTED SELECT FILL AS REQUIRED PER GEOTECH REPORT NOTE: 1.GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT FOR PAVEMENT SECTION REQUIREMENTS. 2.MINIMUM PAVEMENT THICKNESS SHALL BE 6" CONCRETE, 6" AGGREGATE BASE. 12 C-302 8 C-301 10 C-302 5 C-301 7 C-301 9 C-302 4 C-301 CONCRETE APRON AT TRASH ENCLOSURE NOT TO SCALE PAVEMENT EDGE DETAIL (START & END OF DRIVE-THRU LANES) NOT TO SCALE TRANSVERSE AND LONGITUDINAL CONTRACTION JOINT NOT TO SCALE EXPANSION JOINT NOT TO SCALE TRANSVERSE AND LONGITUDINAL DOWELED CONSTRUCTION JOINT NOT TO SCALE KEYED CONSTRUCTION JOINT NOT TO SCALE CONTRACTION JOINT NOT TO SCALE 11 4" MIN. CLEARANCE DOWEL SLEEVE (CLOSED END) TO FIT DOWEL AND BE SECURED. TO BE INSTALLED 1'-0" C.C. 24" LUBRICATED NO. 8 SMOOTH DOWEL 2" (MIN.) 5" T Y P I C A L ( S E E G E O T E C H R E P O R T FO R R E C O M M E N D A T I O N S 1 2 D E P T H NOTES: 1.NO. 5 SMOOTH DOWEL BAR MAY BE USED IN 5 INCH AND 6 INCH PAVEMENT THICKNESS. 2.LONGITUDINAL BUTT CONSTRUCTION MAY BE UTILIZED IN PLACE OF LONGITUDINAL HINGED (KEYWAY) JOINT AT CONTRACTORS OPTION. 3.DOWEL BARS SHALL BE DRILLED INTO PAVEMENT HORIZONTALLY BY USE OF A MECHANICAL EQUIPMENT. 4.DRILLING BY HAND IS NOT ACCEPTABLE, PUSHING DOWEL BARS INTO WET CONCRETE NOT ACCEPTABLE. 5. JOINT SPACING TO BE 24'X24' (EVERY OTHER JOINT). #4 BARS ON 16" ON CENTER EACH WAY LUBRICATE THIS END XXX 1 2" DECK-O-FOAM EXPANSION JOINT FILLER W/ PRE-SCORED STRIP OR OTHER CFA APPROVED MATERIAL URETHANE JOINT SEALING COMPOUND 1 4T PROPOSED PAVING EXISTING PAVING 3 4" GRADE A36 STEEL DOWEL 14" LENGTH, 12" O.C. SPACING, GREASE OR SLEEVE ONE END SUBBASE (SEE NOTE #1) SEE PLAN FOR SLAB THICKNESS 4000 PSI COMPRESSIVE STRENGTH CONCRETE D NOTE: 1.GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT FOR PAVEMENT SECTION REQUIREMENTS. PROPOSED CONCRETE PAVING EXISTING ASPHALT PAVEMENT AND BASE COURSE CONTRACTOR TO SAW CUT, REMOVE AND REPLACE 2' OF EX. ASPHALT PAVEMENT TO CONSTRUCT KEY JOINT. 2' REMOVAL ZONE 5" T Y P I C A L ( S E E G E O T E C H R E P O R T FO R R E C O M M E N D A T I O N S SAWCUT LINE 4:1 SLOPE 0.1' VERTICAL SAW CUT 3 8" WIDE (MIN.) URETHANE JOINT SEALING COMPOUND (TOP 1 4" NO SEALING COMPOUND) 5" T Y P I C A L ( S E E G E O T E C H R E P O R T FO R R E C O M M E N D A T I O N S 1 2 D E P T H T 4 #4 BARS ON 18" CTRS. BOTH WAYS SUBBASE SEE NOTE #2 NOTES: 1.JOINT SPACING TO BE 12' x 12' WITH EVERY OTHER JOINT BEING AN EXPANSION JOINT. 2.GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT FOR PAVEMENT SECTION REQUIREMENTS. SUBBASE (SEE NOTE #1) SEE PLAN FOR SLAB THICKNESS 4000 PSI COMPRESSIVE STRENGTH CONCRETE 1 4" WIDE SAWED OR PREMOLDED JOINT, 12' MAX. SPACING, SEAL JOINTS WITH POLYURETHANE SEALANT TO WITHIN 1 4" FROM TOP. D D 4 NOTE: 1.GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT FOR PAVEMENT SECTION REQUIREMENTS. ASPHALT PAVEMENT AND BASE COURSE PA V E M E N T T H I C K N E S S (S E E N O T E # 1 ) 12" 10 " M I N REQUIRED AT ALL JUNCTIONS WITH CONCRETE NOTE: 1.GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT FOR PAVEMENT SECTION REQUIREMENTS. ASPHALT PAVEMENT AND BASE COURSE #4 REBAR FOR CONTINUOUS REINFORCEMENT OF THICKENED EDGE 12'' STABILIZED SUBBASE (SEE NOTE #1) #4 BARS @ 12" ON CENTER EACH WAY 4000 PSI COMPRESSIVE STRENGTH CONCRETE 12" 6" MI N . 6" AGGREGATE BASE COURSE (SEE NOTE #1) 10 " M I N 9" PA V E M E N T T H I C K N E S S (S E E N O T E # 1 ) NOTE: 1.GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT FOR PAVEMENT SECTION REQUIREMENTS. 2" LONGITUDINAL BUTT JOINT NOT TO SCALE 11 C-302 VERTICAL SAW CUT 3 8" (MIN.) URETHANE JOINT SEALING COMPOUND DOWEL SPACED ON TWO (2) FOOT CENTER TO CENTER, 6 INCHES OFF TIE BARS. EXISTING PAVING PAVING PROPOSED 24" LUBRICATED SMOOTH NO. 8 DOWEL BAR 1'-3" MIN. 1 4T TOP 1 4" NO SEALING COMPOUND SAWCUT FULL DEPTH & CURB & GUTTER 9"-15" 5" T Y P I C A L ( S E E G E O T E C H R E P O R T FO R R E C O M M E N D A T I O N S ) 1 2 D E P T H NOTES: 1.NO. 5 SMOOTH DOWEL BAR MAY BE USED IN 5 INCH AND 6 INCH PAVEMENT THICKNESS. 2.LONGITUDINAL BUTT CONSTRUCTION MAY BE UTILIZED IN PLACE OF LONGITUDINAL HINGED (KEYWAY) JOINT AT CONTRACTORS OPTION. 3.DOWEL BARS SHALL BE DRILLED & EPOXIED INTO PAVEMENT HORIZONTALLY BY USE OF MECHANICAL EQUIP. 4.PUSHING DOWEL BARS INTO WET CONCRETE NOT ACCEPTABLE. #4 BARS ON 16" ON CENTER EACH WAY LUBRICATE EPOXY XXX THESE DETAILS APPLY TO CONCRETE PAVED LOTS DOWELED CONSTRUCTION JOINT URETHANE JOINT SEALING COMPOUND D/ 2 NOTES: 1.GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT FOR PAVEMENT SECTION REQUIREMENTS. BUTT JOINT NOT TO SCALE 2 C-301 TYPICAL HMAC PAVEMENT SECTION NOT TO SCALE 1 C-301 CONCRETE PAVEMENT DRIVE-THRU LANE NOT TO SCALE 3 C-301 SUBBASE SEE NOTE #1 6"x6"x6 GAUGE WELDED WIRE FABRIC SEATED AND SECURED ON STANDS 4000 PSI COMPRESSIVE STRENGTH CONCRETE MIX PER SPECIFICATION. 6" 2" XXXX EXTEND BASE 6" BEYOND FOR APPLICATIONS WITHOUT CURB & GUTTER, SIDEWALKS, BUILDINGS OR OTHER STRUCTURES. 2.5" THICK ASPHALTIC CONCRETE BINDER COURSE 2" THICK ASPHALTIC CONCRETE SURFACE COURSE 8" THICK AGGREGATE BASE COURSE IF PRESENT ON-SITE, UNSUITABLE SUBGRADE MATERIAL SHALL BE REPLACED WITH SUITABLE MATERIAL AS SPECIFIED IN THE GEOTECHNICAL REPORT. 6" AGGREGATE BASE COURSE SEE NOTE #2. NOTE: 1.GENERAL CONTRACTOR SHALL REFERENCE SITE SPECIFIC GEOTECHNICAL REPORT FOR PAVEMENT, AGGREGATE, AND SUBGRADE SECTION REQUIREMENTS. 2.MINIMUM PAVEMENT THICKNESS SHOULD BE 8" GRADED AGGREGATE BASE, 2.5" ASPHALT PAVEMENT BINDER, 2" ASPHALT PAVEMENT SURFACE COURSE, AND TACK COAT. NOTE: 1.GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT FOR PAVEMENT SECTION REQUIREMENTS. 2.MINIMUM PAVEMENT THICKNESS SHALL BE 6" CONCRETE, 12" AGGREGATE BASE. SUBBASE SEE NOTE #1 TACK COAT (APPLICATION RATE PER LOCAL D.O.T. SPECIFICATIONS) SAWCUT EXISTING ASPHALT FULL DEPTH FOR CLEAN CONSTRUCTION JOINT PROPOSED ASPHALT PAVEMENT EXISTING ASPHALT PAVEMENT JOINT SEALANT (AC-20, OR EQUIVALENT) H:\2023\FLA230280.00\ENGINEERING\CAD\DRAWINGS\PLAN SETS\P-CIVL-CNDS-FLA230280.00-0A.DWG PRINTED BY: LSHAKES 3.21.25 @ 9:36 AM LAST SAVED BY: LSHAKES STORE SHEET : : : : :CHECKED BY JOB NO. DRAWN BY DATE STORE 80% SUBMITTAL FOR CONSTRUCTION PRELIMINARY SHEET TITLE DWG EDITION 02.4 CAD ID : P14-LE-XP - TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S BO H L E R 600 N. WESTSHORE BLVD. SUITE 950 TAMPA, FLORIDA 33609 Phone:(813) 812-4100 Fax:(813) 812-4101 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 05/21/2024 #05814 FLA230280.00 X KK RI #05814 WINTER SPRINGS E SR 434 & MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 CITY OF WINTER SPRINGS 1 2 3 4 REVISION 4 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 08/06/2024 FDOT DRAINAGE COMMENTS RI KK 10/24/2024 CITY OF WINTER SPRINGS COMMENTS LS/RI KK 02/03/2024 CITY OF WINTER SPRINGS COMMENTS LS/RI KK/KM 03/18/2025 CITY OF WINTER SPRINGS LS/RI WG 03/18/2025 THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY KYLE STEVEN MOREL, PE, ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. C-402 CNDS CFA STANDARD DETAILS SHEET Digitally signed by Kyle Morel DN: E=kmorel@bohlereng.com, CN=Kyle Morel, O="BOHLER ENGINEERING FL, LLC", L=Boca Raton, S=Florida, SERIALNUMBER=MAS20240828673826, C=US Date: 2025.03.21 11:38:43-04'00' 17 4 6 CLEAN-OUT (OUTSIDE OF BUILDING) NOT TO SCALE BUILDING DOWNSPOUT CONNECTION NOT TO SCALE 8 PS-100 5 C-301 1% MINIMUM SLOPE STORM SEWER PIPE (SIZE VARIES) SEE GRADING PLAN FOR LOCATIONSEE NOTE #2 SEE NOTE #1 45° BEND (SCH 40 PVC) 2" MAXIMUM DOWNSPOUT PIPING IS FREE OF C.O. COVER SUCH THAT LOADING IS NOT TRANSMITTED TO PIPING. COMBINATION, TYP. SANITARY 12" THICK CONCRETE PAD CLEAN OUT AND COVER, P-15, PRIME AND PAINT FLAT BLACK. cl NOTE: SEE PLUMBING PLANS FOR GREASE TRAP DETAIL TYPICAL SECTION AT MANHOLE AROUND TRANSITION TYP. ALL 3'-0" TRANSITION TYP. ALL AROUND 3'-0" AGGREGATE BASE COURSE ASPHALT PAVEMENT AGGREGATE BASE COURSE FLUSH ASPHALT PAVEMENT FLUSH TYPICAL SECTION AT INLET/CATCH BASIN ASPHALT PAVING SECTION 1 PS-303 8"8" THICKENED PAVEMENT @ STRUCTURES NOT TO SCALE 9 C-301 NOTES: 1.FOR ALL DEPTHS OF COVER LESS THAN TWO (2) FEET, PIPE MUST BE SCHEDULE 40 PVC. FOR DEPTHS OF COVER GREATER THAN TWO (2) FEET, FLEXIBLE PIPE MAY BE USED. REFER TO SPECIFICATIONS FOR ALLOWABLE PIPE TYPES. 2.A WATERTIGHT CONNECTION SHALL BE MAINTAINED WITH ANY TRANSITION FROM SCHEDULE 40 PVC PIPE TO ANY OTHER PIPE TYPE. 3.THE DOWNSPOUT COLLECTOR DRAIN SHALL BE INSTALLED BEFORE THE DOWNSPOUTS ARE INSTALLED ON THE BUILDING. 4.IF NECESSARY, ADJUST FOOTING TO ALLOW DOWNSPOUT TO BE INSTALLED TIGHT AGAINST BUILDING. NOTES: 1.SEE PLUMBING PLANS FOR GREASE TRAP DETAIL. 2.CLEAN-OUT COVERS SHALL BE PROVIDED ON ALL CLEAN-OUTS REGARDLESS OF LOCATION. 3.CONCRETE COLLAR ALSO REQUIRED FOR SINGLE CLEAN-OUTS IN PAVEMENT. 6" SCHEDULE 40 PVC WITH PVC CAP CUT TO FIT DOWNSPOUT. CAULK GAPS AND PAINT TO MATCH. DRIVE-THRU ORDER POINT ISLAND NOT TO SCALE DRIVE-THRU PLAN - FLUSH WITH FFE NOT TO SCALE SCREENED REFUSE ENCLOSURE NOT TO SCALE 7 C-200 3 C-200 1 C-301 6" PIPE BOLLARDPAINT FACE OF CURB YELLOW ISLAND CURB ELEVATION 12 - 18"3' 3' 3' 7. 5 ' LOOP 1.5 x 5 FEET 9' - 9.5' NOTES: 1. LOOP DETECTOR IS PROVIDED BY HME. 2. FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR INSTALLATION. CONDUIT FROM BUILDING MENU BOARD FOUNDATION MENU BOARD LOOP SUPPORT VEHICLE LOOP DETECTOR DRIVE THRU LANE CONCRETE PAVING 2" CLEAR BETWEEN LOOP AND SURFACE PLAN VIEW SECTION VIEW 3' CLEAR PERIMETER, FREE FROM REBAR, WIRE SCREEN, REINFORCING BARS, ELECTRIC CABLE OR METAL OBJECTS. 1 4 2 5 REFUSE ENCLOSURE PLAN NOTES: 1.SEE SITE PLAN FOR LAYOUT OF CONCRETE APPROACH PAD. 2.SEE GRADING PLAN FOR ELEVATIONS ON DUMPSTER PAD & DRAINAGE OF INTERIOR TRASH ENCLOSURE. 3.PROVIDE POSITIVE DRAINAGE ON APPROACH PAD AWAY FROM DUMPSTER. (SEE GRADING PLAN) 4.SEE ARCHITECTURAL PLANS FOR ADDITIONAL DIMENSIONS & DETAILS ON ENCLOSURE; COORDINATE & VERIFY SIZE WITH ARCHITECT & STRUCTURAL ENGINEER. 5.GENERAL CONTRACTOR SHALL DRILL HOLES FOR GATE PINS IN BOTH THE OPEN & CLOSED POSITION. +6" TOP OF SLAB EDGE OF FOOTING BELOW (REFER TO ARCH PLANS) PIPE BOLLARDS (TYP.) (REFER TO ARCH PLANS) SAW JOINT 2'-0" TYP. 2' - 0 " TY P . SAW JOINT IF INTERIOR DRAIN IS NOT REQUIRED, OMIT 8" BLOCK WIDTH AT FLOOR LEVEL, FOR DRAINAGE OUTSIDE OF DUMPSTER AREA. REFER TO GRADING PLAN FOR ADDITIONAL DETAILS. MENU BOARD LOOP DETECTION SYSTEM NOT TO SCALE 4 C-200 1 2 3 4 5 6 7 PREFAB (FOLDED) LOOP (1.5' x 5') 1/2" PVC COUPLING 1/2" PVC SLEEVE COUPLING 1/2" PVC TUBING (3' LENGTH) 1/2" PVC CORNER FITTING 1/2" PVC 90° ELBOW 1/2" PVC TUBING (2' LENGTH) PARTS LIST 0'-6" 1'-0" 45 ° C. J . C. J . C. J . 2. 0 % X- S L O P E 19'-0" LANDING 15'-0" RAMP 25 ' - 8 " 19'-0" LANDING 38'-0" 2'-0" CHAMFER C. J . 6" HEADER CURB END 24" CURB & GUTTER 6"Ø BOLLARD CONCRETE DRIVE-THRU LANE VARIES PER BUILDING EL. = 0"EL. = 0" EL. = 0"EL. = -2" EL. = -8" EL. = -8" EL. = -2" FACE OF BUILDING 15'-0" RAMP FACE OF CURB NOTE: 1.ALL ELEVATIONS ON THIS DETAIL ARE RELATIVE TO FFE = 0'. 2.FOR LC FOOTPRINT DECREASE LANDING FROM 38' TO 30'. LANDING SHOULD REMAIN CENTERED ON DRIVE-THRU WINDOW. 6" HEADER CURB 24" CONCRETE CURB & GUTTER C. J . DRIVE THRU BUMP 19'-0" LANDING 9'-6" TYP. ON LANDING 2" 6" PIPE BOLLARD FILLED WITH CONCRETE PAINTED DARK BRONZE WITH TOP 12" PAINTED YELLOW. REFER TO SITE PLAN FOR BOLLARD PLACEMENT. 6" PAINT 2" TOP OF CURB YELLOW 16 " MENU BOARD 3' - 0 " 8'-0" ISLAND CURB PLAN CJ CJC J C J EJ EJ EJ EJ 6' 12' CONCRETE SLAB POURED WITH ISLAND RESUME TYP. CJ PATTERN RESUME TYP. CJ PATTERN EXTEND CJ THROUGH CURB (TYP.) CJ = CONTRACTION JOINT EJ = EXPANSION JOINT VEHICULAR FLOW DIRECTION OF 20 " 4" 4" 4'-0"4'-0" REAR 18 " 3 2 6 7 PRE-CAST CATCH BASIN PER D.O.T. HEAVY DUTY TRAFFIC RATING. CONFORMING TO ASTM C478 FABRIC OR EQUAL NON-WOVEN FILTER MIRAFI 140N PROFILE VIEW MIRAFI 140N NON-WOVEN FILTER FABRIC OR EQUAL 1" DIA. WEEPHOLE (4 REQ'D.) (3 REQ'D. AT CURB INLETS) PRE-CAST CATCH BASIN PER D.OT. HEAVY DUTY TRAFFIC RATING. CONFORMING TO ASTM C478 CATCH BASIN / MANHOLE FRAME & GRATE PLAN VIEW 1" DIA. WEEPHOLE (4 REQ'D) (3 REQ'D. AT CURB INLETS) NOTE: REQUIRED AT ALL STORM SEWER STRUCTURES LOCATED WITHIN PAVED AREAS NOTE: REQUIRED AT ALL STORM SEWER STRUCTURES LOCATED WITHIN PAVED AREAS BASE COURSE AGGREGATE (PER PAVEMENT TYPICAL SECTION) EXISTING SUBBASE PRECAST CONCRETE STRUCTURE WASHED STONE BASE COURSE AGGREGATE (PER PAVEMENT TYPICAL SECTION) BASE COURSE AGGREGATE (PER PAVEMENT TYPICAL SECTION) DISTANCE BETWEEN RIM ELEVATION AND TOP OF WEEP HOLE: - STRUCTURES ≥ 4' DIA.: 2.5' - STRUCTURES < 4' DIA.: 2.0' DISTANCE BETWEEN RIM ELEVATION AND TOP OF WEEP HOLE: - STRUCTURES ≥ 4' DIA.: 2.5' - STRUCTURES < 4' DIA.: 2.0' EQ U A L 30 ' - 0 " EQ U A L EQ U A L +6" TOP OF SLAB EDGE OF FOOTING BELOW (REFER TO ARCH PLANS) PIPE BOLLARDS (TYP.) (REFER TO ARCH PLANS) SAW JOINT SAW JOINT IF SITE CONSTRAINTS PROHIBIT DRAINAGE OUT OF THE REAR OF ENCLOSURE, INTERIOR FLOOR DRAIN TO BE INSTALLED. CONNECT FLOOR DRAIN TO SANITARY SYSTEM, PER LOCAL REQUIREMENTS. REFER TO GRADING PLAN FOR ADDITIONAL DETAILS. STORAGE ROOM STORAGE ROOM STORM STRUCTURE WEEP HOLE DETAILS NOT TO SCALE 10 C-301 STANDARD ALTERNATE C.J. 4 C-302 CONCRETE APPROACH PAD 4 C-302 CONCRETE APPROACH PAD WIDTH VARIES (REFER TO SITE PLAN) WIDTH VARIES (REFER TO SITE PLAN) 2 C-301 DRIVE-THRU ISOMETRIC NOT TO SCALE NOTE: 1.GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT FOR PAVEMENT SECTION REQUIREMENTS. 2.FOR LC FOOTPRINT DECREASE LANDING FROM 38' TO 30'. LANDING SHOULD REMAIN CENTERED ON DRIVE-THRU WINDOW. RAM P U P RAM P D N 15' 15' 6" C O N C R E T E P A V E M E N T OF D R I V E T H R U CENT E R L I N E 25' 1'-0" C R O S S S L O P E 2 % CJ CJ CJ 24" CONCRETE CURB & GUTTER 6" AGGREGATE BASE COURSE SEE NOTE #1. 6" HE A D E R CUR B BOLL A R D AS P H A L T PA V E M E N T CON C R E T E A R E A VARI A B L E H E I G H T HEAD E R C U R B , DRIV E - T H R U WIND O W O R AUTO M A T I C DOO R D O U B L E L A N E : 25' - 6 " T O F A C E O F C U R B 2" CJ HEAD E R C U R B , VARI A B L E H E I G H T BUIL D I N G FACE 19' CON C R E T E LAND I N G 19' CON C R E T E LAN D I N G CJ CJ (S E E C I V I L P L A N F O R D I M E N S I O N S ) CON C R E T E A R E A CJ CJ 2'-0" TYP. 2' - 0 " TY P . EQ U A L 30 ' - 0 " EQ U A L EQ U A L RA M P 1: 1 2 6' - 0 " SEE NOTE #2 3" DIA. PVC DRAIN PIPE (FURNISHED BY CANOPY VENDOR & INSTALLED BY GENERAL CONTRACTOR) CANOPY DOWNSPOUT CONNECTION NOT TO SCALE 6 C-301 NOTES: 1.CANOPY FOOTING SHALL BE A MINIMUM 2'-0" BELOW DRIVE-THRU LANE PAVEMENT SURFACE. REFER TO CIVIL PLANS FOR EXACT CANOPY FOOTING ELEVATIONS. 2.FLEXIBLE FITTING (NON-SHEAR FERNCO) TO BE UTILIZED BETWEEN PIPE TRANSITIONS AS NECESSARY. 3.CONTRACTOR TO COORDINATE COLUMN DOWNSPOUT ORIENTATION WITH CANOPY VENDOR. ADJUST DOWNSPOUT PIPING AS NECESSARY TO MAKE CONNECTION TO COLLECTOR PIPE. SEE NOTE #1 STORM SEWER COLLECTOR PIPE (SIZE VARIES - 6" MIN.) SEE GRADING PLAN FOR LOCATION DRIVE-THRU LANE PAVEMENT REFER TO CANOPY VENDOR PLANS FOR FOOTING DETAILS CANOPY COLUMN CONTRACTOR TO REFER TO CIVIL PLANS FOR ORIENTATION & LOCATION OF STORAGE ROOM & RAMP. 45° BEND TEE WYE FITTING 3" DIA. PVC DRAIN PIPE 1 2" DECK-O-FOAM EXPANSION JOINT FILLER W/ PRE-SCORED STRIP OR OTHER CFA APPROVED MATERIAL URETHANE JOINT SEALING COMPOUND TOP OF FOOTING H:\2023\FLA230280.00\ENGINEERING\CAD\DRAWINGS\PLAN SETS\P-CIVL-CNDS-FLA230280.00-0A.DWG PRINTED BY: LSHAKES 3.21.25 @ 9:36 AM LAST SAVED BY: LSHAKES STORE SHEET : : : : :CHECKED BY JOB NO. DRAWN BY DATE STORE 80% SUBMITTAL FOR CONSTRUCTION PRELIMINARY SHEET TITLE DWG EDITION 02.4 CAD ID : P14-LE-XP - TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S BO H L E R 600 N. WESTSHORE BLVD. SUITE 950 TAMPA, FLORIDA 33609 Phone:(813) 812-4100 Fax:(813) 812-4101 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 05/21/2024 #05814 FLA230280.00 X KK RI #05814 WINTER SPRINGS E SR 434 & MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 CITY OF WINTER SPRINGS 1 2 3 4 REVISION 4 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 08/06/2024 FDOT DRAINAGE COMMENTS RI KK 10/24/2024 CITY OF WINTER SPRINGS COMMENTS LS/RI KK 02/03/2024 CITY OF WINTER SPRINGS COMMENTS LS/RI KK/KM 03/18/2025 CITY OF WINTER SPRINGS LS/RI WG 03/18/2025 THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY KYLE STEVEN MOREL, PE, ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. C-403 CNDS CFA STANDARD DETAILS SHEETS 2 Digitally signed by Kyle Morel DN: E=kmorel@bohlereng.com, CN=Kyle Morel, O="BOHLER ENGINEERING FL, LLC", L=Boca Raton, S=Florida, SERIALNUMBER=MAS20240828673826, C=US Date: 2025.03.21 11:38:56-04'00' 17 4 7 H:\2023\FLA230280.00\ENGINEERING\CAD\DRAWINGS\PLAN SETS\P-CIVL-OCDS-FLA230280.00-0A.DWG PRINTED BY: LSHAKES 3.21.25 @ 9:38 AM LAST SAVED BY: LSHAKES STORE SHEET : : : : :CHECKED BY JOB NO. DRAWN BY DATE STORE 80% SUBMITTAL FOR CONSTRUCTION PRELIMINARY SHEET TITLE DWG EDITION 02.4 CAD ID : P14-LE-XP - TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S BO H L E R 600 N. WESTSHORE BLVD. SUITE 950 TAMPA, FLORIDA 33609 Phone:(813) 812-4100 Fax:(813) 812-4101 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 05/21/2024 #05814 FLA230280.00 X KK RI #05814 WINTER SPRINGS E SR 434 & MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 CITY OF WINTER SPRINGS 1 2 3 4 REVISION 4 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 08/06/2024 FDOT DRAINAGE COMMENTS RI KK 10/24/2024 CITY OF WINTER SPRINGS COMMENTS LS/RI KK 02/03/2024 CITY OF WINTER SPRINGS COMMENTS LS/RI KK/KM 03/18/2025 CITY OF WINTER SPRINGS LS/RI WG 03/18/2025 THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY KYLE STEVEN MOREL, PE, ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. C-500 OCDS CITY UTILITY DETAILS SHEET NOTES: 1.BY-PASS METER ASSEMBLY SHALL BE REQUIRED ON MONITORED FIRE SPRINKLER PROTECTION SYSTEMS. 2.THREE (3) INCH DIAMETER AND GREATER METER AND BACKFLOW ASSEMBLIES SHALL MEET REQUIREMENTS SET BY SEMINOLE COUNTY CROSS-CONNECTION CONTROL ORDINANCE 270.11, OR LATEST EDITION. 3.THE OWNER/CUSTOMER, AT HIS OR HER OWN EXPENSE, SHALL INSTALL, OPERATE, TEST, AND MAINTAIN APPROVED BACKFLOW PREVENTION ASSEMBLIES, AS DIRECTED BY SEMINOLE COUNTY ENVIRONMENTAL SERVICES. 4.ALL PIPE AND FITTINGS, LABOR, AND APPURTENANCES SHALL BE SUPPLIED AND INSTALLED BY THE CONTRACTOR. 5.THREE (3) INCH DIAMETER AND GREATER ABOVE GRADE PIPE AND FITTINGS SHALL BE FLANGED DUCTILE IRON WITH 316 S.S. HARDWARE. BELOW GRADE FITTINGS SHALL BE RESTRAINED MECHANICAL JOINTS. 6.THREE (3) INCH DIAMETER AND GREATER FIRE LINES SHALL BE DUCTILE IRON PIPE FROM THE CONNECTION TO THE MAIN TO THE ASSEMBLE IF BOTH ARE LOCATED ON THE SAME SIDE OF THE STREET. 7.THE CHECK VALVE ASSEMBLY, VALVES, PIPING, BYPASS METER AND DOUBLE CHECK SHALL BE COATED IN ACCORDANCE TO THE SEMINOLE COUNTY UTILITY ENGINEERING MANUAL.. 8.BYPASS METER AND BACKFLOW PREVENTER SHALL BE ASSEMBLED WITH APPROPRIATE FITTINGS TO ALLOW REMOVAL AND RE-INSTALLATION. 9.POST INDICATOR VALVE SHALL BE INSTALLED UPSTREAM OF DOUBLE DETECTOR CHECK VALVE ASSEMBLY AND DOWNSTREAM OF ALL OTHER POTABLE WATER CONNECTIONS. 10.CONCRETE PAD SHALL EXTEND 18 INCHES OUT FROM OUTSIDE EDGE OF ABOVE GRADE PIPING, ALL AROUND, AND SHALL BE A CONTINUOUS MONOLITHIC POUR, REINFORCED WITH 6"x6" W1.4xW1.4 WWF OR FIBER-MESH. 11.TAMPER SWITCHES SHALL BE INSTALLED PER AND INSPECTED BY FIRE DEPARTMENT. ABOVE GRADE VALVES SHALL BE RESILIENT WEDGE, NON-RISING STEM, OS & Y GATE VALVES UNLESS OTHERWISE SPECIFIED 1/2" EXPANSION JOINT FILLER MATERIAL IN ANNULAR SPACE BETWEEN PIPE AND SLAB (TYP) 90° BEND OR TEE SECTION PLAN BYPASS LINE WITH WATER METER FOR 3" OR LARGER ASSEMBLIES PROVIDE ADJUSTABLE PIPE SUPPORTS, REF. DETAIL ### DOUBLE CHECK ASSEMBLY12 " T O 18 " 36 " M I N CO V E R POST INDICATOR VALVE, POINT OF CONNECTION (SEE NOTE 9) 18 " M I N 18" MIN 18 " M I N 18" MIN BYPASS LINE WITH WATER METER DOUBLE CHECK ASSEMBLY 4" CONCRETE PAD W/ 6x6 W1.4 x W1.4 WWF OR FIBER MESH TO MEET FIRE DEPARTMENT STANDARDS TO MEET ENVIRONMENTAL SERVICES STANDARDS POST INDICATOR VALVE, POINT OF CONNECTION (SEE NOTE 9) 4" CONCRETE PAD W/ 6x6 W1.4 x W1.4 WWF OR FIBER MESH 36" MAX LOCATE WIRE, RUN UP PIPE MIN. 1' PAST SLAB FREEZE RELIEF VALVE INSTALLED PER FIRE DEPARTMENT REQUIREMENTS FDC W/ CHECK VALVE AT FIRE DEPARTMENT APPROVAL FDC W/ CHECK VALVE AT FIRE DEPARTMENT APPROVAL SEMINOLE COUNTY ENVIRONMENTAL SERVICES - UTILITY ENGINEERING DIVISION DOUBLE DETECTOR CHECK VALVE ASSEMBLY Digitally signed by Kyle Morel DN: E=kmorel@bohlereng.com, CN=Kyle Morel, O="BOHLER ENGINEERING FL, LLC", L=Boca Raton, S=Florida, SERIALNUMBER=MAS20240828673826, C=US Date: 2025.03.21 11:39:15-04'00' 17 4 8 C-501 OCDS CITY UTILITY DETAILS SHEET H:\2023\FLA230280.00\ENGINEERING\CAD\DRAWINGS\PLAN SETS\P-CIVL-OCDS-FLA230280.00-0A.DWG PRINTED BY: LSHAKES 3.21.25 @ 9:38 AM LAST SAVED BY: LSHAKES STORE SHEET : : : : :CHECKED BY JOB NO. DRAWN BY DATE STORE 80% SUBMITTAL FOR CONSTRUCTION PRELIMINARY SHEET TITLE DWG EDITION 02.4 CAD ID : P14-LE-XP - TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S BO H L E R 600 N. WESTSHORE BLVD. SUITE 950 TAMPA, FLORIDA 33609 Phone:(813) 812-4100 Fax:(813) 812-4101 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 05/21/2024 #05814 FLA230280.00 X KK RI #05814 WINTER SPRINGS E SR 434 & MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 CITY OF WINTER SPRINGS 1 2 3 4 REVISION 4 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 08/06/2024 FDOT DRAINAGE COMMENTS RI KK 10/24/2024 CITY OF WINTER SPRINGS COMMENTS LS/RI KK 02/03/2024 CITY OF WINTER SPRINGS COMMENTS LS/RI KK/KM 03/18/2025 CITY OF WINTER SPRINGS LS/RI WG 03/18/2025 THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY KYLE STEVEN MOREL, PE, ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. 1 Digitally signed by Kyle Morel DN: E=kmorel@bohlereng.com, CN=Kyle Morel, O="BOHLER ENGINEERING FL, LLC", L=Boca Raton, S=Florida, SERIALNUMBER=MAS20240828673826, C=US Date: 2025.03.21 11:39:28-04'00' 17 4 9 2 5 ' B U I L D I N G S E T B A C K 10' B U I L D I N G S E T B A C K INFRASTRUCTURE IMPROVEMENT COMPLETED BY LANDLORD PER CONSTRUCTION PLANS FOR SUTTON CROSSINGS IN S 36, T 21 S, R 31 E (GC TO FIELD VERIFY EX. GRADES, UTILITY LOCATIONS AND DEPTHS) S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S W W W W W W W W W WV W W W W W W W W WV WV WV 15' CITY SAN EASEMENT SS WV WV FDC F F F F F F PROP 10' UTILITY EASEMENT (TO BE DEDICATED TO CITY OF WINTER SPRINGS) P14-LE-BS 5,576 SF 64 SEATS 65 PARKING SPACES FFE = 45.00 MICHAEL BLAKE BLVD. E . S T A T E R O A D 4 3 4 T E M E T E R C.O. 5 S S S S C.O. 1 C.O. 4 C.O. 3 W W W W W W W W W W W W W L WL G G C.O. 2 C.O. 6 SSSSSSSSSS C.O. 7 X-ING 1 X-ING 2 1 2 3 5 6 9 10 11 23 27 18 29 31 14 16 17 20 21 25 38 39 33 34 15 24 4 7 8 22 32 37 26 30 4142 58 . 9 ' 1 0 ' 3. 5 ' F F F F F F F F F F F F 36 WV WV 19 WV FD C 15 WV METER 13 28 12 35 43 35 40 3. 8 ' S S D H:\2023\FLA230280.00\ENGINEERING\CAD\DRAWINGS\PLAN SETS\P-CIVL-UTIL-FLA230280.00-0A.DWG PRINTED BY: LSHAKES 3.21.25 @ 9:38 AM LAST SAVED BY: LSHAKES STORE SHEET : : : : :CHECKED BY JOB NO. DRAWN BY DATE STORE 80% SUBMITTAL FOR CONSTRUCTION PRELIMINARY SHEET TITLE DWG EDITION 02.4 CAD ID : P14-LE-XP - TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S BO H L E R 600 N. WESTSHORE BLVD. SUITE 950 TAMPA, FLORIDA 33609 Phone:(813) 812-4100 Fax:(813) 812-4101 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 05/21/2024 #05814 FLA230280.00 X KK RI #05814 WINTER SPRINGS E SR 434 & MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 CITY OF WINTER SPRINGS 1 2 3 4 REVISION 4 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 08/06/2024 FDOT DRAINAGE COMMENTS RI KK 10/24/2024 CITY OF WINTER SPRINGS COMMENTS LS/RI KK 02/03/2024 CITY OF WINTER SPRINGS COMMENTS LS/RI KK/KM 03/18/2025 CITY OF WINTER SPRINGS LS/RI WG 03/18/2025 THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY KYLE STEVEN MOREL, PE, ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. PS-100 UTIL UTILITY PLAN W W E E PROP UNDERGROUND WATER LINE PROP UNDERGROUND ELECTRIC LINE PROP STORM SEWER PROP SANITARY SEWER MAIN PROP SANITARY CLEANOUT PROP GREASE TRAP PROP WATER METER PROP WATER VALVE S S WV EX. UNDERGROUND WATER LINE EX. UNDERGROUND ELECTRIC LINE EX. STORM SEWER EX. SANITARY SEWER MAIN EX. FORCE MAIN METER PROP BACKFLOW PREVENTER EX. SANITARY MANHOLE LEGEND EX. GAS LINE EX. OVERHEAD LINE PROP SANITARY MANHOLE S FM FM G G OH OH PROP SANITARY FORCE MAIN PROP GAS LINE PROP OVERHEAD LINE GENERAL NOTE: ALL ONSITE WATER AND SEWER DISTRIBUTION/COLLECTION LINES/MAINS TO BE PRIVATELY OWNED & MAINTAINED UNLESS OR UNTIL A UTILITY EASEMENT IS DESCRIBED & APPROVED BY ALL INVOLVED PARTIES. SANITARY SEWER NOTES: A.GENERAL: 1.DISTANCE AND LENGTHS SHOWN ON PLANS AND PROFILE DRAWINGS ARE REFERENCED TO THE CENTER OF STRUCTURES. 2.PRIOR TO COMMENCING CONSTRUCTION, CONTRACTOR TO TELEVISE EXISTING SANITARY SEWER LINE FROM POINT OF CONNECTION THROUGH THE NEXT SEQUENTIAL DOWNSTREAM RUN OF PIPE. ADDITIONALLY, PRIOR TO COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL TELEVISE THE NEWLY INSTALLED SANITARY SEWER MAIN TO ENSURE NO DIPS OR DEBRIS WITHIN LINE. 3.EXISTING SERVICES WITHIN MANHOLES SHALL BE RELOCATED TO NEW SEWER. 4.BYPASS PUMPING MAY BE REQUIRED AND SANITARY SERVICE MAINTAINED WHILE EXISTING SEWER IS BEING REPLACED. 5.CONTRACTOR WILL BE REQUIRED TO COORDINATE WITH CITY WITH MAKING CONNECTION TO PUMP STATION / MANHOLE. 6.CONTRACTOR MUST COORDINATE WITH CITY AND SHOPPING CENTER AND PROVIDE AT LEAST 48-HOURS NOTICE PRIOR TO REPLACING SERVICES. B.MATERIALS: 1.ALL PVC SEWER PIPE AND FITTINGS SHALL BE NON-PRESSURE POLYVINYL CHLORIDE (PVC) PIPE CONFORMING TO ASTM D 3034, SDR 26, WITH PUSH-ON RUBBER GASKET JOINTS. 2.ALL FITTINGS AND ACCESSORIES SHALL BE AS MANUFACTURED OR SUPPLIED BY THE PIPE MANUFACTURER OR APPROVED EQUAL. 3.ALL SANITARY CLEANOUTS WITHIN PAVEMENT SHALL HAVE A LID THAT IS H20 LOADING. C.INSTALLATION: 1. PIPE AND FITTINGS: a.SEWER PIPE SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321, AND THE UNI-BELL PLASTICS PIPE ASSOCIATION'S 'RECOMMENDED PRACTICE FOR THE INSTALLATION OF PVC SEWER PIPE.' b.BEDDING AND INITIAL BACKFILL (12") OVER SEWER MAINS AND SERVICES SHALL BE SAND WITH NO ROCK LARGER THAN 1" IN DIAMETER. PEA ROCK OR 3/4 " WASHED ROCK WILL BE USED IN WATER OR WHERE UNSUITABLE BEDDING EXISTS. ALL OTHER FILL SHALL NOT HAVE ROCK LARGER THAN 6" IN DIAMETER. 2. CLEANOUTS: a.CLEANOUTS SHALL BE SET PLUMB TO LINE AND GRADE ON FIRM CLEAN SUBGRADE PROVIDING UNIFORM BEARING UNDER THE BASE. b.ALL OPENINGS AND JOINTS SHALL BE SEALED WATER-TIGHT. 3. SERVICE: a.MINIMUM SLOPE OF ALL SERVICE LINES SHALL BE 1.00%. b.EACH SERVICE CONNECTION SHALL BE PLUGGED WATER-TIGHT WITH AN APPROVED PLUG. c.CONNECTION OF SERVICES TO BUILDING'S PLUMBING SHALL BE COORDINATED WITH THE ARCHITECTURAL DRAWINGS. D.TESTING: 1.AFTER CONSTRUCTION OF THE SEWER SYSTEM, THE ENGINEER MAY REQUIRE A VISUAL INFILTRATION AND/OR EXFILTRATION TEST TO BE PERFORMED ON THE ENTIRE SYSTEM OR ANY PART THEREOF. 2.AN AIR TEST MAY BE SUBSTITUTED FOR THE WATER EXFILTRATION TEST, UPON APPROVAL OF THE ENGINEER. 3.SEWER PIPE LEAKAGE ALLOWABLE SHALL NOT EXCEED 150 GALLONS PER DAY PER INCH DIAMETER PER MILE IN A TWO HOUR TEST PERIOD FOR ANY SECTION TESTED. NO VISIBLE LEAKAGE SHALL BE ALLOWED. 4.CONTRACTOR IS RESPONSIBLE FOR CORRECTING ANY DEFICIENCIES PRIOR TO THE CERTIFICATION TO ANY AGENCY. 5.GENERAL CONTRACTOR SHALL EMPLOY AN INDEPENDENT INSPECTOR FOR 1--% CONTINUOUS INSPECTION OF THE BEDDING AND BACKFILL OPERATION. COMPACTION TEST SHALL BE TAKEN AT THE BOTTOM OF TRENCH AND AT EACH LIFT OF BACKFILL. 6.GENERAL CONTRACTOR SHALL EMPLOY A LICENSED SURVEYOR AS-BUILT TOP OF PIPE ELEVATIONS TAKEN WHEN BEDDING OPERATIONS IS 75% COMPLETE. THESE ELEVATIONS SHALL BE TAKEN AT POINTS OF CONNECTION, CHANGES IN DIRECTION AND AT MINIMUM 20' INTERVALS ALONG THE LENGTH OF THE PIPE. THESE ELEVATIONS SHALL BE RECORDED AS AS-BUILT DIMENSIONS ON SITE PLAN REVIEW BY PROJECT ENGINEER. 7.ALL SANITARY LINES ARE TO BE FLUSHED PRIOR TO CONTRACTOR TURNOVER OF THE FACILITY. WATER DISTRIBUTION NOTES: 1.CONTRACTOR SHALL FOLLOW GUIDELINES AND PROCEDURES OUTLINED BY UTILITY PROVIDER, AND HAVE UTILITY PROVIDER'S MANUAL ON-SITE AT ALL TIMES. THIS POLICY MANUAL SHALL BE CONSIDERED PART OF THE CONSTRUCTION DOCUMENTS AS IT PERTAINS TO APPROVED MATERIALS, INSTALLATION METHODS, INSPECTION NOTIFICATION, AND AS-BUILT/PROJECT CLOSEOUT REQUIREMENTS. 2.ALL HIGH DENSITY POLYETHYLENE PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF AASHTO M - 294 LATEST REVISIONS. ALL PIPING TO BE NON-PERFORATED TUBING. 3.CONTRACTOR TO COORDINATE WITH COUNTY AND ADJACENT PROPERTY OWNERS AND BUSINESSES FOR ANY ANTICIPATED WATER INTERRUPTIONS FOR CONNECTION TO EXISTING WATER LINE. 4.CONTRACTOR TO DEFLECT OR BEND WATER LINES AS NECESSARY TO MAINTAIN 12" VERTICAL SEPARATION FROM STORM SEWER PER FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION. SANITARY SEWER GRAVITY NOTES: 1.IF REQUIRED, THE CONTRACTOR SHALL RECONSTRUCT THE BENCH IN THE EXISTING MANHOLE TO ACCOMMODATE THE NEW FLOW DIRECTION. 2.WASTEWATER FLOW IN THE EXISTING SEWER MUST BE MAINTAINED DURING THE INSTALLATION OF THE LATERAL. IF A BY-PASS IS REQUIRED, THE CONTRACTOR MUST SUBMIT DETAILS OF THE SYSTEM FOR REVIEW AND APPROVAL TO THE CITY OF WINTER SPRINGS PUBLIC WORKS DEPARTMENT PRIOR TO STARTING CONSTRUCTION. THIS PLAN TO BE UTILI=ED FOR PRELIMINARY PURPOSES ONLY UTILITY DESIGN NOTES .EY PLAN 1 2 3 4 PROP 6''X6'' WYE CONNECTION INV. = 40.10 5 6 PROP CONNECTION TO EX. RECLAIMED WATER 7 PROP 2" WATER P.O.C. (SEE ARCH PLANS FOR CONTINUATION) 8 9 PROP 273 LF 2" PE DOMESTIC WATER LINE W/ TRACER WIRE 10 PROP 45 LF OF 3/4" PE DOMESTIC WATER LINE TO DUMPSTER ENCLOSURE 11 PROP ELECTRICAL SERVICE P.O.C. (SEE ARCH PLANS FOR CONTINUATION) 12 13 PROP 35 LF OF ELECTRICAL SECONDARY TO TRANSFORMER 14 PROP TRANSFORMER & PULL BOX WITH BOLLARDS (IN ACCORDANCE WITH UTILITY COMPANY REQUIREMENTS. GC TO COORDINATE TRANSFORMER LOCATION, BOLLARDS PLACEMENT AND ALL OTHER REQUIREMENTS WITH THE UTILITY PROVIDER PRIOR TO CONSTRUCTION 15 PROP 9 LF OF ELECTRICAL PRIMARY 16 PROP GAS P.O.C. (SEE ARCH PLANS FOR CONTINUATION) 17 PROP 59 LF OF GAS MAIN & TRACER WIRE (SEE ARCH PLANS FOR CONTINUATION) 18 19 20 21 22 PROP 15 LF OF 6" PVC SAN @ 1.50% PROP 1.5" STUB FOR IRRIGATION SERVICE CONNECTION (REFER TO IRRIGATION PLANS FOR CONTINUATION) PROP 3/4" WATER P.O.C. (SEE ARCH PLANS FOR CONTINUATION) PROP CONNECTION INTO GAS MAIN IN ROW. PROP 6" SAN P.O.C. @ INV: 41.00 (SEE ARCH PLANS FOR CONTINUATION) 23 PROP 18 LF OF 6" PVC SAN @ 1.50%24 25 26 27 28 29 PROP 1" IRRIGATION WATER METER AND BACK FLOW PREVENTER PROP 750-GAL GREASE TRAP (REFER TO ARCH PLANS FOR CONTINUATION) PROP 6"X6" WYE CONNECTION INV. = 39.70 PROP 4" REMOTE FIRE DEPARTMENT CONNECTION WITH (2) 2 1 2" CONNECTION. PROP 6"X2" TEE PROP 1 1/2" DOMESTIC WATER METER AND BACK FLOW PREVENTER 30 PROP CONNECTION TO EX. SAN STUB @ INV: 35.95 31 PROP 2" VENTS FOR GREASE INTERCEPTORS PROP CONNECTION TO EXISTING POWER POLE PROP 90° BEND PROP 95 LF OF 6" PVC SAN @ 1.28% PROP 61 LF OF 6" PVC SAN @ 1.50% PROP 53 LF OF 6" PVC SAN @ 2.45% PROP 6" SAN P.O.C. @ INV: 41.00 (SEE ARCH PLANS FOR CONTINUATION) DATUM NOTE: ELEVATIONS ARE BASED ON NAVD88 DATUM DETERMINED BY GPS OBSERVATIONS AND TIED IN TO THE NGS BENCHMARK NO. AI0227 WITH A PUBLISHED ELEVATION OF 37.81 FEET. FEMA NOTE: THE PROPERTY IS LOCATED IN OTHER AREAS ZONE X (AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN) PER MAP ENTITLED “FIRM, FLOOD INSURANCE RATE MAP, SEMINOLE COUNTY, FLORIDA AND INCORPORATED AREAS, PANEL 160 OF 330”, MAP NUMBER 12117C0160F, WITH A MAP REVISION DATE OF SEPTEMBER 28, 2007.PROP 6" FIRE LINE P.O.C. (SEE ARCH PLANS FOR CONTINUATION)32 PROP RECLAIM GATE VALVE33 PROP 304 LF OF 6" DIP FIRE LINE34 35 36 PROP 6" DDCVA W/ FDC (SEE DETAIL C-500) 37 PROP 6" DIP 45° BEND F FPROP UNDERGROUND FIRE LINE W E S NA D 8 3 NA D 8 3 1"=30' 0 307.51530 SANITARY CLEANOUT SCHEDULE: CO-01 RIM ELEV = AT GRADE INV = 40.79 CO-04 RIM ELEV = AT GRADE INV = 39.98 CO-02 RIM ELEV = AT GRADE INV = 40.52 CO-05 RIM ELEV = AT GRADE INV = 39.07 CO-03 RIM ELEV = AT GRADE INV = 40.25 CO-06 RIM ELEV = AT GRADE INV = 37.85 38 PROP 21 LF OF 6" PVC SAN @ 4.28% 39 PROP DUMPSTER DRAIN CONNECTION @ INV: 41.00 40 PROP CONNECTION INTO EX. 6" WATER STUB OUT (FIRE P.O.S. PER NFPA 24 [SEC 6.2.1] W/ VALVE) CO-07 RIM ELEV = AT GRADE INV = 37.15 UTILITY CROSSING SCHEDULE: X-ING 1: TOP UTILITY - 18" STORM STORM INV. = 39.35 BOTTOM UTILITY - 6" SANITARY SAN. T/P = 38.33 X-ING 2: TOP UTILITY - 24'' STORM STORM INV. = 38.80 BOTTOM UTILITY - 6'' SANITARY SAN. T/P = 37.00 41 PROP 67 LF OF 6" PVC SAN @ 1.05% 42 PROP 55 LF OF 6" PVC SAN @ 1.05% FIRE FLOW REQUIREMENTS: FIRE FLOW CALCULATION BASED ON NFPA-17TH EDITION CHAPTER 18 TABLE 18.4.5.2.1 BUILDING TYPE: VB AREA PER IBC: 5,576 SF (1-STORY) SPRINKLER SYSTEM: SPRINKLED REQUIRED FLOW PER NFPA-17TH 18.4.5.3.2: 1,000 GPM @ 2 HOUR DURATION (75% REDUCTION) REQUIRED SPRINKLER DEMAND: 590 GPM @ 40 PSI PEAK DOMESTIC DEMAND: 67 GPM 2 2 2 2 2 2 2 2 2 2 2 PROP GATE VALVE 3 3 43 PROP 6" POST INDICATOR VALVE (SEE DETAIL C-500)3 URILITY DEMAND NOTED: DOMESTIC WATER DEMAND: ·WATER SERVICE: 2” SERVICE LINE WITH A 1.5” METER ·PEAK WATER DEMAND: 67 GALLONS PER MINUTE (GPM) ·MINIMUM REQUIRED PRESSURE: 25 POUNDS PER SQUARE INCH (PSI) SANITARY SEWER DEMAND: ·AVERAGE DAILY POTABLE WATER USAGE: 1,500 GALLONS PER DAY (GPD) ·NON-GREASE WASTE: 775 GPD ·GREASE WASTE: 725 GPD ALL UTILITY CONNECTIONS, SERVICE LINES, AND APPURTENANCES SHALL BE INSTALLED IN ACCORDANCE WITH LOCAL UTILITY PROVIDER STANDARDS AND SPECIFICATIONS.4 Digitally signed by Kyle Morel DN: E=kmorel@bohlereng.com, CN=Kyle Morel, O="BOHLER ENGINEERING FL, LLC", L=Boca Raton, S=Florida, SERIALNUMBER=MAS20240828673826, C=US Date: 2025.03.21 11:39:42-04'00' 17 5 0 COMMUNITY WORKSHOP Date: Tuesday, October 15th @ 6:00 P.M. Location: Indian Trails Middle School, Library - 105 415 Tuskawilla Rd., Winter Springs, FL 32708 Community Workshop for Site Plan, Waiver, Aesthetics, etc. Project: Chick-Fil-A, Winter Springs Project Location: SR434/Michael Blake Blvd Parcel IDs: 26-20-30-5AR-0A00-008D 26-20-30-5AR-0A00-008H Acreage: ± 2.30 acres Existing Zoning: T-C; T-5: Urban Center Zone Existing Future Land Use: Town Center District Applicant: Bohler Engineering FL, LLC 1751 DRAINAGE CALCULATION BOOK For Sutton Crossings Tuskawilla Rd and Micheal Blake Blvd. SEC 38/TWN 21 S/RGE 31 E Winter Springs, FL 32708 Seminole County Prepared For: Prepared By Florida Business COA # 30780 600 North Westshore Blvd., Suite 950 Tampa, FL 33609 ________________________________________________ Kyle Morel, P.E. Florida Professional Engineer License No. 77085 January 20, 2025 This item has been digitally signed and sealed by Kyle Steven Morel, PE, on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Digitally signed by Kyle Morel DN: E=kmorel@bohlereng.com, CN=Kyle Morel, O="BOHLER ENGINEERING FL, LLC", L=Boca Raton, S=Florida, SERIALNUMBER=MAS20240828673826, C=US Date: 2025.02.11 15:32:50-05'00' 1752 Table of Contents Stormwater Narrative Appendix A ................................................................................................... Project Maps Vicinity Map Aerial Map Pre-Basin Exhibit Post-Basin Exhibit Perimeter Rings Exhibit FEMA Map USGS Soils Map Appendix B .................................................................................. Stormwater Calculations Appendix C .............................................................................. ICPR4 – Summary Tables 1753 STORMWATER NARRATIVE Project Name: Ace Hardware Location: Winter Springs, Fl 32708 Permittee: EPB Engineering & Construction, PLLC Operating Entity: EPB Engineering & Construction, PLLC Project Area: 6.13 acres Project Land Use: Commercial use (Zoning T-5) I. INTRODUCTION This report provides the necessary engineering information to support the construction plan approval for the Ace Hardware project in Winter Springs, Florida. It addresses drainage and related engineering considerations required for approval. The project involves the construction of a commercial development, including a 17,170 sq-ft building, a 6,163 sq-ft outdoor storage area, parking, and utility infrastructure. The site comprises Parcel Numbers 01-21-30-501-0000-001 (Schoen property) and 26-20- 30-5AR-0A00-008D/H (Schrimsher property), located northeast of the intersection of Tuskawilla Road and Michael Blake Boulevard, and south of State Route 434. In addition to the Ace Hardware development, the remainder of the site will be cleared, graded, and seeded for future mixed-use commercial development. Proposed drive aisles will provide access from Tuskawilla Road and Michael Blake Boulevard. II. SUMMARY The Sutton Crossings – Ace Hardware project is a 6.13-acre development located in Winter Springs, Florida, northeast of Tuskawilla Road and Michael Blake Boulevard, and south of State Route 434. The undeveloped site is primarily wooded with sporadic grass cover. Aerial imagery illustrating the project location is included in the Aerial Exhibit. Stormwater management for the development will utilize two interconnected stormwater chamber systems and two interconnected dry retention ponds. These systems will discharge via a control structure into the existing stormwater infrastructure along Michael Blake Boulevard. The design complies with the requirements of the St. John’s River Water Management District (SJRWMD) and the City of Winter Springs. III. OFF-SITE STORMWATER ANALYSIS Currently, most stormwater runoff from the site flows south toward Michael Blake Boulevard, where it is collected by the existing stormwater system and directed to "Pond 1" within the Tuskawilla Crossings Subdivision. A review of previously approved downstream projects indicates that runoff from this site was not accounted for. Pegasus Engineering has been tasked with designing repairs and rehabilitation for Pond 1 and evaluating stormwater management options for the Su tton Crossings development. 1754 A Stormwater Management Design Criteria Memo, dated May 8, 2024, concluded that stormwater runoff from Sutton Crossings must be regulated to prevent adverse impacts on existing infrastructure, specifically drainage structures CB -1 and CB-3 in the Tuskawilla Crossings Construction Plans. The memo specifies: • Maximum Discharge Rate: 15 cfs to Pond 1 with upsized pipes (CB -3 to CB-4 and CB-4 to CB-6) to 24-inch RCP storm sewer pipes. • Alternative Discharge Rate: 12 cfs without upsizing the existing pipes. Off-site pipe upsizing will be addressed by Pegasus Engineering. IV. EXISTING CONDITIONS Topography: The Schoen property slopes gently from approximately elevation 45 ft in the northwest to 42 ft in the southeast. Runoff generally flows toward Michael Blake Boulevard. Flood Zone: The site lies within FEMA Zone “X” per Map Panel No. 12117C0160F, dated September 28, 2007. Soil Conditions: Geotechnical evaluations by Yovaish Engineering Services identified fine sands classified as Paola-St. Lucie sands (#24) and Tavares-Millhopper fine sands (#31). Permeability tests showed vertical hydraulic conductivity ranging from 17 to 38 ft/day, with horizontal conductivity estimated at 1.5 to 2 times the vertical rate. The project site covers approximately 6.13 acres and is located northeast of the intersection of Tuskawilla Road and Michael Blake Boulevard and south of State Route 434 in Winter Springs, Florida. The site is currently undeveloped. Vegetation consists of mostly woods with sporadic grass coverage across the site. Summary of Groundwater Observations Boring Depth to Encountered Groundwater (feet) Boring Depth to Encountered Groundwater (feet) TB-1 6.2 RB-2 5.8 TB-2 6.7 RB-3 6.7 TB-3 5.9 RB-4 6.7 PB-1 4.5 RB-5 6.1 PB-2 5.5 1755 V. DEVELOPED SITE CONDITIONS The proposed development includes: • A 17,170 sq-ft Ace Hardware building with three additional units and a covered outdoor area. • Utilities, parking, and drive aisles. • Stormwater and water quality BMPs designed for the entire 6.13 -acre site. Approximately 1.57 acres of impervious surfaces are proposed for the Ace Hardware site, with future commercial parcels modeled at 85% impervious coverage. Stormwater will drain to either the storm chamber system or dry retention ponds. VI. STORMWATER MANAGEMENT & FLOW CONTROL Pre-Development Conditions: The site consists of a single undeveloped basin with a pervious CN of 30. Runoff flows southeast toward Michael Blake Boulevard. Post-Development Conditions: Stormwater will be managed using storm chambers and dry retention ponds designed to attenuate runoff and meet water quality requirements. The 25-year post-development flow rate is limited to 15 cfs, complying with the Stormwater Management Design Criteria Memo. Runoff calculations and detailed analyses for pre - and post-development conditions are included in Appendices B and C. Water Quality Treatment: Storm chambers and dry retention ponds will provide water quality treatment by infiltrating the first flush of runoff. The treatment volume is designed for the greater of 0.5 inches of runoff or 1.25 inches from impervious areas. PRE-DEVELOPMENT FLOOD ROUTING MODEL The site pre-development condition consists of a single-basin undeveloped parcel with a pervious CN of 30.0. The basin is modeled as a hydrograph and flows southeast towards the Michael Blake Blvd right-of-way via sheet and overland flows. Basin (PRE) is 6.13 acres with a time of concentration of 28.1 minutes and discharges at Node (PRE). Drainage calculations including the pervious CN, time of concentration, and ICPR analysis for pre-development conditions can be found in Appendix B of this report. POST-DEVELOPMENT FLOOD ROUTING MODEL The post-development condition incorporates storm chambers and two dry retention ponds to meet water quality and quantity requirements. Infiltration into the underlying soils will be utilized for additional treatment and attenuation. 1756 Due to the existing site topography, a portion of the off-site developed area and some on- site areas on the southern portion of the project site cannot be captured and directed to the proposed on-site stormwater system. These areas will discharge unretaine d into the existing stormwater infrastructure within the Michael Blake Blvd right -of-way. This bypassed area was modeled as directly discharging off-site and included in the total runoff rate leaving the site. The post-development site consists of a mixed-use commercial development divided into six drainage basins. A summary of the post-development conditions is provided below: Post Development Basin Basin Area (acres) Impervious Area (acres) Curve Number, CN Time of Concentration (Minutes) Basin 1 1.91 1.47 84.4 10 Basin 2 0.52 0.17 58.3 10 Basin 3 1.13 0.96 89.2 10 Basin 4A 1.66 1.41 89.2 10 Basin 4B 0.91 0.77 89.2 10 Bypass 0.39 0.12 57.2 10 ICPR modeling was used to calculate the 25 -year flow under developed conditions. The maximum discharge rate for the combined basins was determined to be less than 15 cfs. Detailed drainage calculations, including pervious CN, required treatment volume, and stage-storage volumes for storm chambers and ponds, are provided in Appendix B, while the ICPR analysis for post-development conditions is included in Appendix C.. TAILWATER CONSIDERATIONS Stormwater from the treatment and attenuation systems will discharge into an existing catch basin located on the north side of Michael Blake Blvd. The catch basin has an invert elevation of 37.67 feet. WATER QUALITY TREATMENT VOLUME The stormwater treatment system incorporates storm chambers and dry retention ponds as BMPs to reduce discharges to the downstream basin. The first flush of runoff will be collected within the aggregate storage layer and infiltrated into the surrounding so ils to meet water quality treatment volume requirements. The design treatment volume is based on the greater of: • The first 0.5 inches of runoff from the total site area, or • 1.25 inches of runoff from the impervious area. Detailed calculations and treatment volume requirements are included in Appendix B. 1757 EROSION AND SEDIMENT CONTROL PLANS Erosion and sediment control measures will be implemented to minimize soil loss and prevent off-site sediment transport during construction. These measures include: • Planting trees, shrubs, and sod on all pervious surfaces. • Installing a 1.5-foot sump in all inlets to trap sediment and fines. • Sodding or seeding and mulching all lawn and pervious areas. • Providing a temporary gravel construction entrance to prevent the tracking of fines and sands onto adjacent roadways. • Installing silt fencing around the site perimeter and inlets to retain sediment on-site. These measures will ensure compliance with state water quality standards and prevent violations from sediment-laden discharges. 1758 Appendix A Project Maps 1759 600 N WESTSHORE BLVD., SUITE 950 TAMPA, FLORIDA 33624 Phone:(813) 812-4100 Fax:(813) 812-4101 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 PROJECT AREA H: \ 2 0 2 4 \ F L A 2 4 0 1 6 2 . 0 0 \ C A D \ D R A W I N G S \ E X H I B I T S \ P R E - P O S T B A S I N E X H I B I T \ P - E X H A - F L A 2 4 0 1 6 2 . 0 0 - 0 A - - - - - > L A Y O U T : V I C I N I T Y M A P VICINITY MAP TUSKAWILLA RD & E STATE RD 434 WINTER SPRINGS, FL 32708 SEMINOLE COUNTY | PLAN REV. 0 1/8/25| LS | P-EXHA-FLA240162.00-0A | Rev. 0 0 10002505001000 1"=1000' 1760 1"=150' 037.575150 600 N WESTSHORE BLVD., SUITE 950 TAMPA, FLORIDA 33624 Phone:(813) 812-4100 Fax:(813) 812-4101 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 PROJECT AREA H: \ 2 0 2 4 \ F L A 2 4 0 1 6 2 . 0 0 \ C A D \ D R A W I N G S \ E X H I B I T S \ P R E - P O S T B A S I N E X H I B I T \ P - E X H A - F L A 2 4 0 1 6 2 . 0 0 - 0 A - - - - - > L A Y O U T : A E R I A L E X H I B I T AERIAL EXHIBIT TUSKAWILLA RD & E STATE RD 434 WINTER SPRINGS, FL 32708 SEMINOLE COUNTY | PLAN REV. 0 1/14/25| LS | P-EXHA-FLA240162.00-0A | Rev. 0 1761 T U S K A W I L L A R O A D MICHAEL BLAKE BLVD S R 4 3 4 1"=100' 02550100 600 N WESTSHORE BLVD., SUITE 950 TAMPA, FLORIDA 33624 Phone:(813) 812-4100 Fax:(813) 812-4101 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 H: \ 2 0 2 4 \ F L A 2 4 0 1 6 2 . 0 0 \ C A D \ D R A W I N G S \ E X H I B I T S \ P R E - P O S T B A S I N E X H I B I T \ P - E X H A - F L A 2 4 0 1 6 2 . 0 0 - 0 A - - - - - > L A Y O U T : P R E B A S I N E X H I B I T PRE-BASIN EXHIBIT TUSKAWILLA RD & E STATE RD 434 WINTER SPRINGS, FL 32708 SEMINOLE COUNTY | PLAN REV. 0 7/2/2024 | LS | P-EXHA-FLA240162.00-0A | Rev. 0 PRE DEVELOPED BASIN AREA: 6.13 AC | CN: 30.0 1762 25 ' R T U S K A W I L L A R O A D MICHAEL BLAKE BLVD S R 4 3 4 1"=100' 02550100 600 N WESTSHORE BLVD., SUITE 950 TAMPA, FLORIDA 33624 Phone:(813) 812-4100 Fax:(813) 812-4101 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 H: \ 2 0 2 4 \ F L A 2 4 0 1 6 2 . 0 0 \ C A D \ D R A W I N G S \ E X H I B I T S \ P R E - P O S T B A S I N E X H I B I T \ P - E X H A - F L A 2 4 0 1 6 2 . 0 0 - 0 A K K - - - - - > L A Y O U T : P O S T B A S I N E X H I B I T POST-BASIN EXHIBIT TUSKAWILLA RD & E STATE RD 434 WINTER SPRINGS, FL 32708 SEMINOLE COUNTY | PLAN REV. 0 7/2/2024 | LS | P-EXHA-FLA240162.00-0AKK | Rev. 0 POST DEVELOPED BASIN 4-B AREA: 0.91 AC | CN: 89.2 POST DEVELOPED BASIN 3 AREA: 1.13 AC | CN: 89.20 POST DEVELOPED BY PASS BASIN AREA: 0.39 AC | CN: 57.2 POND 1 STORM CHAMBERS POST DEVELOPED BASIN 2 AREA: 0.52 AC | CN: 58.3 POST DEVELOPED BASIN 1 AREA: 1.52 AC | CN: 95.3 POST DEVELOPED BASIN 4-A AREA: 1.66 AC | CN: 89.2 POND 2 1763 25 ' R 1"=100' 02550100 600 N WESTSHORE BLVD., SUITE 950 TAMPA, FLORIDA 33624 Phone:(813) 812-4100 Fax:(813) 812-4101 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 H: \ 2 0 2 4 \ F L A 2 4 0 1 6 2 . 0 0 \ C A D \ D R A W I N G S \ E X H I B I T S \ P R E - P O S T B A S I N E X H I B I T \ P - E X H A - F L A 2 4 0 1 6 2 . 0 0 - 0 A K K - - - - - > L A Y O U T : P E R I M E T E R R I N G S E X H I B I T PERIMETER RINGS EXHIBIT TUSKAWILLA RD & E STATE RD 434 WINTER SPRINGS, FL 32708 SEMINOLE COUNTY | PLAN REV. 0 2/11/2025 | LS | P-EXHA-FLA240162.00-0AKK | Rev. 0 POND 2 UNDERGROUND CHAMBERS P1 P2 P3 P3 P2 P1 P1 P2 P3 EX. DRY POND POND 1 1764 National Flood Hazard Layer FIRMette 0 500 1,000 1,500 2,000250 Feet Ü SEE FIS REPORT FOR DETAILED LEGEND AND INDEX MAP FOR FIRM PANEL LAYOUT SPECIAL FLOOD HAZARD AREAS Without Base Flood Elevation (BFE) Zone A, V, A99 With BFE or Depth Zone AE, AO, AH, VE, AR Regulatory Floodway 0.2% Annual Chance Flood Hazard, Areas of 1% annual chance flood with average depth less than one foot or with drainage areas of less than one square mile Zone X Future Conditions 1% Annual Chance Flood Hazard Zone X Area with Reduced Flood Risk due to Levee. See Notes.Zone X Area with Flood Risk due to Levee Zone D NO SCREEN Area of Minimal Flood Hazard Zone X Area of Undetermined Flood Hazard Zone D Channel, Culvert, or Storm Sewer Levee, Dike, or Floodwall Cross Sections with 1% Annual Chance 17.5 Water Surface Elevation Coastal Transect Coastal Transect Baseline Profile Baseline Hydrographic Feature Base Flood Elevation Line (BFE) Effective LOMRs Limit of Study Jurisdiction Boundary Digital Data Available No Digital Data Available Unmapped This map complies with FEMA's standards for the use of digital flood maps if it is not void as described below. The basemap shown complies with FEMA's basemap accuracy standards The flood hazard information is derived directly from the authoritative NFHL web services provided by FEMA. This map was exported on 1/9/2025 at 6:02 PM and does not reflect changes or amendments subsequent to this date and time. The NFHL and effective information may change or become superseded by new data over time. This map image is void if the one or more of the following map elements do not appear: basemap imagery, flood zone labels, legend, scale bar, map creation date, community identifiers, FIRM panel number, and FIRM effective date. Map images for unmapped and unmodernized areas cannot be used for regulatory purposes. Legend OTHER AREAS OF FLOOD HAZARD OTHER AREAS GENERAL STRUCTURES OTHER FEATURES MAP PANELS 8 B 20.2 The pin displayed on the map is an approximate point selected by the user and does not represent an authoritative property location. 1:6,000 81°16'2"W 28°41'58"N 81°15'25"W 28°41'26"N Basemap Imagery Source: USGS National Map 2023 1765 Soil Map—Seminole County, Florida Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 1/8/2025 Page 1 of 3 31 7 4 1 3 0 31 7 4 1 6 0 31 7 4 1 9 0 31 7 4 2 2 0 31 7 4 2 5 0 31 7 4 2 8 0 31 7 4 3 1 0 31 7 4 1 3 0 31 7 4 1 6 0 31 7 4 1 9 0 31 7 4 2 2 0 31 7 4 2 5 0 31 7 4 2 8 0 31 7 4 3 1 0 474260 474290 474320 474350 474380 474410 474440 474470 474500 474530 474560 474260 474290 474320 474350 474380 474410 474440 474470 474500 474530 474560 28° 41' 45'' N 81 ° 1 5 ' 4 8 ' ' W 28° 41' 45'' N 81 ° 1 5 ' 3 7 ' ' W 28° 41' 38'' N 81 ° 1 5 ' 4 8 ' ' W 28° 41' 38'' N 81 ° 1 5 ' 3 7 ' ' W N Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 17N WGS84 0 50 100 200 300 Feet 0 20 40 80 120 Meters Map Scale: 1:1,420 if printed on A landscape (11" x 8.5") sheet. Soil Map may not be valid at this scale. 1766 MAP LEGEND MAP INFORMATION Area of Interest (AOI) Area of Interest (AOI) Soils Soil Map Unit Polygons Soil Map Unit Lines Soil Map Unit Points Special Point Features Blowout Borrow Pit Clay Spot Closed Depression Gravel Pit Gravelly Spot Landfill Lava Flow Marsh or swamp Mine or Quarry Miscellaneous Water Perennial Water Rock Outcrop Saline Spot Sandy Spot Severely Eroded Spot Sinkhole Slide or Slip Sodic Spot Spoil Area Stony Spot Very Stony Spot Wet Spot Other Special Line Features Water Features Streams and Canals Transportation Rails Interstate Highways US Routes Major Roads Local Roads Background Aerial Photography The soil surveys that comprise your AOI were mapped at 1:20,000. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Seminole County, Florida Survey Area Data: Version 23, Aug 26, 2024 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Mar 1, 2023—Sep 1, 2023 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. Soil Map—Seminole County, Florida Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 1/8/2025 Page 2 of 3 1767 Map Unit Legend Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI 24 Paola-St. Lucie sands, 0 to 5 percent slopes 1.7 23.4% 27 Pomello fine sand, 0 to 5 percent slopes 1.6 22.1% 31 Tavares-Millhopper fine sands, 0 to 5 percent slopes 4.0 54.6% Totals for Area of Interest 7.2 100.0% Soil Map—Seminole County, Florida Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 1/8/2025 Page 3 of 3 1768 Seminole County, Florida 24—Paola-St. Lucie sands, 0 to 5 percent slopes Map Unit Setting National map unit symbol: 1lmq8 Elevation: 20 to 130 feet Mean annual precipitation: 46 to 54 inches Mean annual air temperature: 68 to 75 degrees F Frost-free period: 332 to 362 days Farmland classification: Not prime farmland Map Unit Composition Paola and similar soils:52 percent St. lucie and similar soils:43 percent Minor components:5 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Paola Setting Landform:Knolls on marine terraces, ridges on marine terraces Landform position (three-dimensional):Interfluve Down-slope shape:Convex Across-slope shape:Linear Parent material:Sandy marine deposits Typical profile A - 0 to 3 inches: sand E - 3 to 25 inches: sand C - 25 to 80 inches: sand Properties and qualities Slope:0 to 5 percent Depth to restrictive feature:More than 80 inches Drainage class:Excessively drained Runoff class: Negligible Capacity of the most limiting layer to transmit water (Ksat):Very high (19.98 to 39.96 in/hr) Depth to water table:More than 80 inches Frequency of flooding:None Frequency of ponding:None Maximum salinity:Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Sodium adsorption ratio, maximum:4.0 Available water supply, 0 to 60 inches: Very low (about 2.4 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 6s Hydrologic Soil Group: A Map Unit Description: Paola-St. Lucie sands, 0 to 5 percent slopes---Seminole County, Florida Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 1/8/2025 Page 1 of 3 1769 Forage suitability group: Sandy soils on ridges and dunes of xeric uplands (G155XB111FL) Other vegetative classification: Sandy soils on ridges and dunes of xeric uplands (G155XB111FL), Sand Pine Scrub (R155XY001FL) Hydric soil rating: No Description of St. Lucie Setting Landform:Knolls on marine terraces, ridges on marine terraces Landform position (three-dimensional):Interfluve Down-slope shape:Convex Across-slope shape:Linear Parent material:Eolian or sandy marine deposits Typical profile A - 0 to 2 inches: sand C - 2 to 80 inches: sand Properties and qualities Slope:0 to 5 percent Depth to restrictive feature:More than 80 inches Drainage class:Excessively drained Runoff class: Negligible Capacity of the most limiting layer to transmit water (Ksat):Very high (19.98 to 39.96 in/hr) Depth to water table:More than 80 inches Frequency of flooding:None Frequency of ponding:None Maximum salinity:Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Sodium adsorption ratio, maximum:4.0 Available water supply, 0 to 60 inches: Very low (about 1.8 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 7s Hydrologic Soil Group: A Forage suitability group: Sandy soils on ridges and dunes of xeric uplands (G155XB111FL) Other vegetative classification: Sandy soils on ridges and dunes of xeric uplands (G155XB111FL) Hydric soil rating: No Minor Components Tavares Percent of map unit:5 percent Landform:Knolls on marine terraces, ridges on marine terraces Landform position (three-dimensional):Interfluve Down-slope shape:Convex Across-slope shape:Linear Map Unit Description: Paola-St. Lucie sands, 0 to 5 percent slopes---Seminole County, Florida Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 1/8/2025 Page 2 of 3 1770 Other vegetative classification:Sandy soils on rises, knolls, and ridges of mesic uplands (G155XB121FL), Longleaf Pine-Turkey Oak Hills (R155XY002FL) Hydric soil rating: No Data Source Information Soil Survey Area: Seminole County, Florida Survey Area Data: Version 23, Aug 26, 2024 Map Unit Description: Paola-St. Lucie sands, 0 to 5 percent slopes---Seminole County, Florida Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 1/8/2025 Page 3 of 3 1771 Seminole County, Florida 27—Pomello fine sand, 0 to 5 percent slopes Map Unit Setting National map unit symbol: 2v16w Elevation: 0 to 130 feet Mean annual precipitation: 48 to 56 inches Mean annual air temperature: 68 to 75 degrees F Frost-free period: 287 to 317 days Farmland classification: Not prime farmland Map Unit Composition Pomello and similar soils:91 percent Minor components:9 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Pomello Setting Landform:Knolls on marine terraces, ridges on marine terraces Landform position (two-dimensional):Backslope Landform position (three-dimensional):Riser, rise Down-slope shape:Convex Across-slope shape:Linear Parent material:Sandy marine deposits Typical profile A - 0 to 4 inches: fine sand E - 4 to 55 inches: fine sand Bh - 55 to 67 inches: fine sand Bw - 67 to 80 inches: fine sand Properties and qualities Slope:0 to 5 percent Depth to restrictive feature:More than 80 inches Drainage class:Moderately well drained Runoff class: Low Capacity of the most limiting layer to transmit water (Ksat):Moderately high to high (0.60 to 6.00 in/hr) Depth to water table:About 24 to 42 inches Frequency of flooding:None Frequency of ponding:None Maximum salinity:Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Sodium adsorption ratio, maximum:4.0 Available water supply, 0 to 60 inches: Low (about 4.5 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 6s Map Unit Description: Pomello fine sand, 0 to 5 percent slopes---Seminole County, Florida Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 1/8/2025 Page 1 of 3 1772 Hydrologic Soil Group: A Ecological site: F154XA008FL - Moist Sandy Scrubby Flatwoods Forage suitability group: Sandy soils on rises and knolls of mesic uplands (G154XB131FL) Other vegetative classification: Sandy soils on rises and knolls of mesic uplands (G154XB131FL), South Florida Flatwoods (R154XY003FL) Hydric soil rating: No Minor Components Myakka, non-hydric Percent of map unit:4 percent Landform:Flatwoods on marine terraces Landform position (three-dimensional):Talf Down-slope shape:Convex Across-slope shape:Linear Ecological site:F154XA007FL - Moist Sandy Wet-Mesic Flatwoods Other vegetative classification:Sandy soils on flats of mesic or hydric lowlands (G154XB141FL) Hydric soil rating: No Eaugallie, non-hydric Percent of map unit:2 percent Landform:Flatwoods on marine terraces Landform position (three-dimensional):Talf Down-slope shape:Convex Across-slope shape:Linear Ecological site:F154XA007FL - Moist Sandy Wet-Mesic Flatwoods Other vegetative classification:Sandy soils on flats of mesic or hydric lowlands (G154XB141FL) Hydric soil rating: No Basinger, hydric Percent of map unit:2 percent Landform:Drainageways Landform position (three-dimensional):Tread, dip Down-slope shape:Concave, convex Across-slope shape:Concave, linear Ecological site:F154XA007FL - Moist Sandy Wet-Mesic Flatwoods Other vegetative classification:Sandy soils on flats of mesic or hydric lowlands (G155XB141FL) Hydric soil rating: Yes Sparr Percent of map unit:1 percent Landform:Flats on marine terraces, rises on marine terraces Landform position (three-dimensional):Interfluve, rise Down-slope shape:Convex Across-slope shape:Linear Ecological site:F154XA004FL - Moist Sandy Pine-Hardwood Woodlands Map Unit Description: Pomello fine sand, 0 to 5 percent slopes---Seminole County, Florida Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 1/8/2025 Page 2 of 3 1773 Other vegetative classification:Sandy soils on rises and knolls of mesic uplands (G154XB131FL) Hydric soil rating: No Data Source Information Soil Survey Area: Seminole County, Florida Survey Area Data: Version 23, Aug 26, 2024 Map Unit Description: Pomello fine sand, 0 to 5 percent slopes---Seminole County, Florida Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 1/8/2025 Page 3 of 3 1774 Seminole County, Florida 31—Tavares-Millhopper fine sands, 0 to 5 percent slopes Map Unit Setting National map unit symbol: 2w4gz Elevation: 20 to 150 feet Mean annual precipitation: 45 to 56 inches Mean annual air temperature: 70 to 77 degrees F Frost-free period: 350 to 365 days Farmland classification: Not prime farmland Map Unit Composition Tavares and similar soils:58 percent Millhopper and similar soils:32 percent Minor components:10 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Tavares Setting Landform:Flats on marine terraces, ridges on marine terraces Landform position (two-dimensional):Shoulder Landform position (three-dimensional):Interfluve, rise Down-slope shape:Convex Across-slope shape:Linear Parent material:Sandy marine deposits and/or eolian deposits Typical profile A - 0 to 6 inches: fine sand C - 6 to 80 inches: fine sand Properties and qualities Slope:0 to 5 percent Depth to restrictive feature:More than 80 inches Drainage class:Moderately well drained Runoff class: Very low Capacity of the most limiting layer to transmit water (Ksat):High to very high (6.00 to 20.00 in/hr) Depth to water table:About 42 to 72 inches Frequency of flooding:None Frequency of ponding:None Maximum salinity:Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Sodium adsorption ratio, maximum:2.0 Available water supply, 0 to 60 inches: Low (about 4.8 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 3s Hydrologic Soil Group: A Map Unit Description: Tavares-Millhopper fine sands, 0 to 5 percent slopes---Seminole County, Florida Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 1/8/2025 Page 1 of 4 1775 Ecological site: R155XY180FL - Sandy Scrub on Rises, Ridges, and Knolls of Mesic Uplands Forage suitability group: Sandy soils on rises, knolls, and ridges of mesic uplands (G155XB121FL) Other vegetative classification: Sandy soils on rises, knolls, and ridges of mesic uplands (G155XB121FL), Longleaf Pine-Turkey Oak Hills (R155XY002FL) Hydric soil rating: No Description of Millhopper Setting Landform:Rises on marine terraces, knolls on marine terraces Landform position (two-dimensional):Summit Landform position (three-dimensional):Interfluve, riser Down-slope shape:Convex Across-slope shape:Linear Parent material:Sandy and loamy marine deposits Typical profile A - 0 to 6 inches: fine sand E - 6 to 64 inches: fine sand Bt - 64 to 76 inches: fine sandy loam Btg - 76 to 80 inches: sandy clay loam Properties and qualities Slope:0 to 5 percent Depth to restrictive feature:More than 80 inches Drainage class:Moderately well drained Runoff class: Very low Capacity of the most limiting layer to transmit water (Ksat):Moderately high to high (0.60 to 2.00 in/hr) Depth to water table:About 42 to 60 inches Frequency of flooding:None Frequency of ponding:None Maximum salinity:Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Sodium adsorption ratio, maximum:2.0 Available water supply, 0 to 60 inches: Low (about 4.9 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 3s Hydrologic Soil Group: A Ecological site: F154XA004FL - Moist Sandy Pine-Hardwood Woodlands Forage suitability group: Sandy soils on rises, knolls, and ridges of mesic uplands (G155XB121FL) Other vegetative classification: Sandy soils on rises, knolls, and ridges of mesic uplands (G155XB121FL), Longleaf Pine-Turkey Oak Hills (R155XY002FL) Hydric soil rating: No Map Unit Description: Tavares-Millhopper fine sands, 0 to 5 percent slopes---Seminole County, Florida Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 1/8/2025 Page 2 of 4 1776 Minor Components Candler Percent of map unit:3 percent Landform:Ridges on marine terraces, hills on marine terraces, knolls on marine terraces Landform position (two-dimensional):Summit, backslope Landform position (three-dimensional):Interfluve, side slope, riser, rise Down-slope shape:Convex Across-slope shape:Linear Ecological site:R155XY230FL - Sandy Scrub on Ridges, Knolls, and Dunes of Xeric Uplands Other vegetative classification:Longleaf Pine-Turkey Oak Hills (R154XY002FL), Sandy soils on ridges and dunes of xeric uplands (G155XB111FL) Hydric soil rating: No Felda Percent of map unit:2 percent Landform:Depressions on marine terraces, flats on marine terraces Landform position (three-dimensional):Tread, dip, talf Down-slope shape:Linear Across-slope shape:Linear, concave Ecological site:R155XY080FL - Sandy over Loamy Freshwater Isolated Marshes and Swamps Other vegetative classification:Sandy over loamy soils on stream terraces, flood plains, or in depressions (G155XB245FL), Freshwater Marshes and Ponds (R155XY010FL) Hydric soil rating: Yes Astatula Percent of map unit:2 percent Landform:Knolls on marine terraces, ridges on marine terraces, hills on marine terraces Landform position (two-dimensional):Summit, backslope Landform position (three-dimensional):Interfluve, side slope, riser, rise Down-slope shape:Convex Across-slope shape:Linear Ecological site:R155XY230FL - Sandy Scrub on Ridges, Knolls, and Dunes of Xeric Uplands Other vegetative classification:Sandy soils on ridges and dunes of xeric uplands (G155XB111FL) Hydric soil rating: No Myakka Percent of map unit:2 percent Landform:Drainageways on flatwoods on marine terraces Landform position (three-dimensional):Tread, talf, dip Down-slope shape:Linear Across-slope shape:Linear, concave Map Unit Description: Tavares-Millhopper fine sands, 0 to 5 percent slopes---Seminole County, Florida Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 1/8/2025 Page 3 of 4 1777 Ecological site:F155XY120FL - Sandy Flatwoods and Hammocks Other vegetative classification:Sandy soils on flats of mesic or hydric lowlands (G155XB141FL), South Florida Flatwoods (R155XY003FL) Hydric soil rating: No Pomello Percent of map unit:1 percent Landform:Knolls on marine terraces, ridges on marine terraces Landform position (two-dimensional):Backslope, summit Landform position (three-dimensional):Interfluve, side slope, riser Down-slope shape:Convex, linear Across-slope shape:Linear Ecological site:F155XY150FL - Sandy Flatwoods and Hammocks on Rises and Knolls of Mesic Uplands Other vegetative classification:Sandy soils on rises and knolls of mesic uplands (G155XB131FL), Sand Pine Scrub (R155XY001FL) Hydric soil rating: No Data Source Information Soil Survey Area: Seminole County, Florida Survey Area Data: Version 23, Aug 26, 2024 Map Unit Description: Tavares-Millhopper fine sands, 0 to 5 percent slopes---Seminole County, Florida Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 1/8/2025 Page 4 of 4 1778 Appendix B Stormwater Calculations 1779 17 8 0 25 YR 24 Hr Storm 17 8 1 25 YR 24 Hr Storm 17 8 2 100 YR 24 Hr Storm 17 8 3 100 YR 24 Hr Storm 17 8 4 PROJECT NAME: SUTTON CROSSINGS PROJECT #:FLA240162.00 SUMMARY OF GROUND COVER DATA ON-SITE AREA Land Use Runoff Area Total Weighted Weighted Description Coefficient CN (ac.) Area CN Runoff (ac) Coefficient Impervious 0.95 98 0.00 Woods (Hydrologic Soil Group A)0.30 30 6.13 Open Water 1.00 100 0.00 Impervious 0.95 98 1.45 Open Space (Hydrologic Soil Group A)0.30 39 0.07 Open Water 1.00 100 0.00 Impervious 0.95 98 0.17 Open Space (Hydrologic Soil Group A)0.30 39 0.35 Open Water 1.00 100 0.00 Impervious 0.95 98 0.96 Open Space (Hydrologic Soil Group A)0.30 39 0.17 Open Water 1.00 100 0.00 Impervious 0.95 98 1.41 Open Space (Hydrologic Soil Group A)0.30 39 0.25 Open Water 1.00 100 0.00 Impervious 0.95 98 0.77 Open Space (Hydrologic Soil Group A)0.30 39 0.14 Open Water 1.00 100 0.00 Impervious 0.95 98 0.12 Open Space (Hydrologic Soil Group A)0.30 39 0.27 Open Water 1.00 100 0.00 Notes: 1.) See Appendix D for NRCS Soils Map 2.) CN Values based on Hydrologic Soil Group information provided within the geotechnical report 3.) CN numbers per TR-55, Urban Hydrology for Small Watersheds POST-BP BYPASS 0.39 57.2 0.5 89.1 0.9 BASIN 6.13 30.0PRE-DEVELOPMENT BASIN POST- DEVELOPMENT BASIN 1 1.52 95.3 0.3 POST- DEVELOPMENT BASIN 2 0.52 58.3 POST- DEVELOPMENT BASIN 4-B 0.91 88.9 0.9 0.5 0.9 POST- DEVELOPMENT BASIN 3 1.13 89.1 0.9 POST- DEVELOPMENT BASIN 4-A 1.66 1785 LOT AREA (AC) PROPOSED IMPERVIOUS AREA (AC) TOTAL ALLOWABLE IMPERVIOUS (AC) TOTAL REMIAINING IMPERVIOUS (AC)% LOT 1 1.91 1.57 1.57 0.00 82% LOT 2 0.52 0.17 0.17 0.00 33% LOT 3 1.13 0.00 0.96 0.96 85% LOT 4-A 1.66 0.00 1.41 1.41 85% LOT 4-B 0.91 0.00 0.77 0.77 85% TOTAL 6.13 1.74 4.88 3.14 1786 PROJECT: SUTTON CROSSINGS PROJECT #: FLA240162.00 PRE DEVELOPMENT - Time of Concentration (Tc) Summary Flow Parameter Pre Development Overland Flow Length (ft)100 Slope (%)1.00% Manning n (1)0.4 P (in) (2)4.50 Tc (min) (3) 23.89 Shallow Concentrated Flow Swale Length (ft)425 Swale Slope (%)1.10% Tc (min) (4) 4.19 TOTAL Tc 28.1 NOTES: (1) From Table 2.2 of FDOT Drainage Manual, 2020 dense grass (2) 2yr/24hr rainfall depth from NOAA rainfall data (3) From Eq. 1 of "Tc Methodology by Flow Regime" (4) From Eqs. 2 and 3 of "Tc Methodology by Flow Regime" (5) Cross sectional area of inner pipe (6) Perimeter of inner pipe (7) Hydraulic Radius where R=A/P (8) From Table T-1 of FDOT Hydrology Handbook, 2000 1787 PROJECT NAME: SUTTON CROSSINGS PROJECT #: FLA240162.00 IMPERVIOUS AREA DEPTH OF (in)1.25 TREATMENT WATER QUALITY (ac-ft)0.151 VOLUME (cu-ft)6579 BASIN AREA DEPTH OF (in)0.50 TREATMENT WATER QUALITY (ac-ft)0.063 VOLUME (cu-ft)2759 BASIN AREA DEPTH OF (in)0.50 TREATMENT WATER QUALITY (ac-ft)0.063 VOLUME (cu-ft)2759 TOTAL QUALITY WATER (ac-ft)0.214 VOLUME (cu-ft)9338 SJRWMD REQUIRED TREATMENT OVER DRAINAGE AREA (BASIN 1) (ac)1.52 SJRWMD ADDTIONAL REQUIRED TREATMENT (ac)1.52 TOTAL REQUIRED TREATMENT (BASIN 1) SJRWMD REQUIRED TREATMENT OVER IMPERVIOUS AREA (BASIN 1) (ac)1.45 1788 PROJECT NAME:SUTTON CROSSINGS PROJECT #:FLA240162.00 IMPERVIOUS AREA DEPTH OF (in)1.25 TREATMENT WATER QUALITY (ac-ft)0.018 VOLUME (cu-ft)771 BASIN AREA DEPTH OF (in)0.50 TREATMENT WATER QUALITY (ac-ft)0.022 VOLUME (cu-ft)946 BASIN AREA DEPTH OF (in)0.50 TREATMENT WATER QUALITY (ac-ft)0.022 VOLUME (cu-ft)946 TOTAL QUALITY WATER (ac-ft)0.043 VOLUME (cu-ft)1891 SJRWMD ADDTIONAL REQUIRED TREATMENT (BASIN 2) (ac)0.52 TOTAL REQUIRED TREATMENT (BASIN 2) SJRWMD REQUIRED TREATMENT OVER IMPERVIOUS AREA (BASIN 2) (ac)0.17 SJRWMD REQUIRED TREATMENT OVER DRAINAGE AREA (BASIN 2) (ac)0.52 1789 PROJECT NAME: SUTTON CROSSINGS PROJECT #: FLA240162.00 IMPERVIOUS AREA DEPTH OF (in)1.25 TREATMENT WATER QUALITY (ac-ft)0.100 VOLUME (cu-ft)4356 BASIN AREA DEPTH OF (in)0.50 TREATMENT WATER QUALITY (ac-ft)0.047 VOLUME (cu-ft)2051 BASIN AREA DEPTH OF (in)0.50 TREATMENT WATER QUALITY (ac-ft)0.047 VOLUME (cu-ft)2051 TOTAL QUALITY WATER (ac-ft)0.147 VOLUME (cu-ft)6407 SJRWMD ADDTIONAL REQUIRED TREATMENT (BASIN 3) (ac)1.13 TOTAL REQUIRED TREATMENT (BASIN 3) SJRWMD REQUIRED TREATMENT OVER IMPERVIOUS AREA (BASIN 3) (ac)0.96 SJRWMD REQUIRED TREATMENT OVER DRAINAGE AREA (BASIN 3) (ac)1.13 1790 PROJECT NAME: SUTTON CROSSINGS PROJECT #: FLA240162.00 IMPERVIOUS AREA DEPTH OF (in)1.25 TREATMENT WATER QUALITY (ac-ft)0.147 VOLUME (cu-ft)6398 BASIN AREA DEPTH OF (in)0.50 TREATMENT WATER QUALITY (ac-ft)0.069 VOLUME (cu-ft)3013 BASIN AREA DEPTH OF (in)0.50 TREATMENT WATER QUALITY (ac-ft)0.069 VOLUME (cu-ft)3013 TOTAL QUALITY WATER (ac-ft)0.216 VOLUME (cu-ft)9411 (ac)1.66 SJRWMD REQUIRED TREATMENT OVER IMPERVIOUS AREA (BASIN 4-A) (ac)1.41 SJRWMD REQUIRED TREATMENT OVER DRAINAGE AREA (BASIN 4-A) (ac)1.66 SJRWMD ADDTIONAL REQUIRED TREATMENT (BASIN 4-A) TOTAL REQUIRED TREATMENT (BASIN 4-A) 1791 PROJECT NAME: SUTTON CROSSINGS PROJECT #: FLA240162.00 IMPERVIOUS AREA DEPTH OF (in)1.25 TREATMENT WATER QUALITY (ac-ft)0.080 VOLUME (cu-ft)3494 BASIN AREA DEPTH OF (in)0.50 TREATMENT WATER QUALITY (ac-ft)0.038 VOLUME (cu-ft)1652 BASIN AREA DEPTH OF (in)0.50 TREATMENT WATER QUALITY (ac-ft)0.038 VOLUME (cu-ft)1652 TOTAL QUALITY WATER (ac-ft)0.118 VOLUME (cu-ft)5146 (ac)0.91 SJRWMD REQUIRED TREATMENT OVER IMPERVIOUS AREA (BASIN 4-B) (ac)0.77 SJRWMD REQUIRED TREATMENT OVER DRAINAGE AREA (BASIN 4-B) (ac)0.91 SJRWMD ADDTIONAL REQUIRED TREATMENT (BASIN 4-B) TOTAL REQUIRED TREATMENT (BASIN 4-B) 1792 PROJECT NAME: SUTTON CROSSINGS PROJECT #: FLA240162.00 Stage - Storage Calculations Elevation+7:787:185 Area Area Cumulative Cumulative Volume Volume (ft NGVD) (sq ft) (acres) (ac-ft) (c-ft) 40.00 10,800 0.248 0.000 0 40.07 10,800 0.248 0.017 720 40.15 10,800 0.248 0.037 1620 40.23 10,800 0.248 0.058 2520 40.32 10,800 0.248 0.079 3420 40.40 10,800 0.248 0.099 4320 40.48 10,800 0.248 0.120 5220 40.57 10,800 0.248 0.140 6120 40.65 10,800 0.248 0.161 7020 40.73 10,800 0.248 0.182 7920 40.82 10,800 0.248 0.202 8820 40.90 10,800 0.248 0.223 9720 40.98 10,800 0.248 0.244 10620 41.07 10,800 0.248 0.264 11520 41.15 10,800 0.248 0.285 12420 41.23 10,800 0.248 0.306 13320 41.32 10,800 0.248 0.326 14220 41.40 10,800 0.248 0.347 15120 41.48 10,800 0.248 0.368 16020 41.57 10,800 0.248 0.388 16920 41.65 10,800 0.248 0.409 17820 41.73 10,800 0.248 0.430 18720 41.82 10,800 0.248 0.450 19620 41.90 10,800 0.248 0.471 20520 41.98 10,800 0.248 0.492 21420 42.07 10,800 0.248 0.512 22320 42.15 10,800 0.248 0.533 23220 42.23 10,800 0.248 0.554 24120 44.00 10,800 0.248 0.992 43200 DRY RETENTION - POND 1 Incremental Volume (ac-ft) 0.021 0.000 0.017 0.021 0.021 0.021 0.021 0.021 0.021 0.021 0.021 0.021 0.021 0.021 0.021 0.021 0.021 0.021 0.021 0.021 0.021 0.021 0.021 0.021 0.021 0.021 0.021 0.438 0.021 1793 Elevation Area Area Cumulative Cumulative Volume Volume (ft NGVD) (sq ft) (acres) (ac-ft) (c-ft) 40.00 3,104 0.071 0.000 0 40.07 3,104 0.071 0.005 207 40.15 3,104 0.071 0.011 466 40.23 3,104 0.071 0.017 724 40.32 3,104 0.071 0.023 983 40.40 3,104 0.071 0.029 1242 40.48 3,104 0.071 0.034 1500 40.57 3,104 0.071 0.040 1759 40.65 3,104 0.071 0.046 2018 40.73 3,104 0.071 0.052 2276 40.82 3,104 0.071 0.058 2535 40.90 3,104 0.071 0.064 2794 40.98 3,104 0.071 0.070 3052 41.07 3,104 0.071 0.076 3311 41.15 3,104 0.071 0.082 3570 41.23 3,104 0.071 0.088 3828 41.32 3,104 0.071 0.094 4087 41.40 3,104 0.071 0.100 4346 41.48 3,104 0.071 0.106 4604 41.57 3,104 0.071 0.112 4863 41.65 3,104 0.071 0.118 5122 41.73 3,104 0.071 0.124 5380 41.82 3,104 0.071 0.129 5639 41.90 3,104 0.071 0.135 5898 41.98 3,104 0.071 0.141 6156 42.07 3,104 0.071 0.147 6415 42.15 3,104 0.071 0.153 6674 42.23 3,104 0.071 0.159 6932 44.00 3,104 0.071 0.285 12416 0.006 0.126 0.006 0.006 0.006 0.006 0.006 DRY RETENTION - POND 2 Incremental Volume (ac-ft) 0.000 0.005 0.006 0.006 0.006 0.006 0.006 0.006 0.006 0.006 0.006 0.006 0.006 0.006 0.006 0.006 0.006 0.006 0.006 0.006 0.006 0.006 1794 Elevation Area Area Cumulative Cumulative Volume Volume (ft NGVD) (sq ft) (acres) (ac-ft) (c-ft) 39.90 8961.54 0.206 0 0 39.98 8961.54 0.206 0.017 747 40.00 8961.54 0.206 0.021 896 40.07 8961.54 0.206 0.034 1494 40.15 8961.54 0.206 0.051 2240 40.23 8961.54 0.206 0.069 2987 40.32 8961.54 0.206 0.086 3734 40.40 8961.54 0.206 0.103 4481 40.48 19507.70 0.448 0.130 5667 40.57 19289.96 0.443 0.167 7284 40.65 18995.82 0.436 0.204 8879 40.73 18698.69 0.429 0.240 10449 40.82 18333.45 0.421 0.275 11992 40.90 17892.81 0.411 0.310 13502 40.98 17446.90 0.401 0.344 14974 41.07 17007.82 0.390 0.377 16410 41.15 16422.99 0.377 0.409 17803 41.23 15758.15 0.362 0.439 19144 41.32 15022.83 0.345 0.469 20426 41.40 14137.10 0.325 0.497 21641 41.48 12966.42 0.298 0.523 22771 41.57 10915.95 0.251 0.546 23766 41.65 10098.87 0.232 0.566 24641 41.73 9393.81 0.216 0.584 25454 41.82 8961.54 0.206 0.602 26218 41.90 8961.54 0.206 0.619 26965 41.98 8961.54 0.206 0.636 27712 42.07 8961.54 0.206 0.653 28459 42.15 8961.54 0.206 0.670 29206 42.23 8961.54 0.206 0.688 29952 0.017 0.017 0.017 0.032 0.031 0.029 0.028 0.026 0.023 0.020 0.019 0.018 0.017 0.017 0 0.033 0.017 0.017 0.017 0.017 0.027 0.037 0.037 0.036 0.035 0.035 0.034 0.017 0.014 0.003 DRY RETENTION - UNDERGROUND CHAMBERS Incremental Volume (ac-ft) 1795 Elevation Incremental Cumulative Volume Volume (ft NGVD)(ac-ft)(ac-ft) 39.90 0.000 0.000 39.98 0.017 0.017 40.00 0.003 0.021 40.07 0.035 0.056 40.15 0.044 0.099 40.23 0.044 0.143 40.32 0.044 0.187 40.40 0.044 0.231 40.48 0.054 0.284 40.57 0.064 0.348 40.65 0.063 0.411 40.73 0.063 0.474 40.82 0.062 0.536 40.90 0.061 0.597 40.98 0.060 0.658 41.07 0.060 0.717 41.15 0.059 0.776 41.23 0.057 0.833 41.32 0.056 0.889 41.40 0.054 0.944 41.48 0.053 0.996 41.57 0.049 1.046 41.65 0.047 1.092 41.73 0.045 1.138 41.82 0.044 1.182 41.90 0.044 1.225 41.98 0.044 1.269 42.07 0.044 1.313 42.15 0.044 1.357 42.23 0.044 1.400 44.00 0.564 1.964 Cumulative Volume (c-ft) 6231 8137 10042 12387 15162 17916 20646 23347 26015 55288 31241 28647 TOTAL STAGE VOLUME 45549 47583 38733 43395 61005 59099 57194 51477 53383 0 747 4326 2421 896 36292 33792 41107 85568 49554 1796 TOTAL QUALITY WATER (ac-ft)0.214 VOLUME (cu-ft)9338 TOTAL QUALITY WATER (ac-ft)0.043 VOLUME (cu-ft)1891 TOTAL QUALITY WATER (ac-ft)0.147 VOLUME (cu-ft)6407 TOTAL QUALITY WATER (ac-ft)0.216 VOLUME (cu-ft)9411 TOTAL QUALITY WATER (ac-ft)0.118 VOLUME (cu-ft)5146 TOTAL QUALITY WATER (ac-ft)0.739 VOLUME (cu-ft)32193 WATER QUALITY (ft)41.10 ELEVATION TOTAL QUALITY WATER BASIN TOTAL QUALITY WATER BASIN 3 TOTAL QUALITY WATER BASIN 2 TOTAL QUALITY WATER BASIN 4-B TOTAL QUALITY WATER BASIN 4-A TOTAL QUALITY WATER BASIN 1 1797 Project:SUTTON CROSSINGS Area of System 22405 sf Stone Porosity 40 % Bottom of System EL 39.90 ft Top of Storage EL ft Bottom of Storage EL ft Total Volume Chamber Height 16 in 29952.32 Chamber Length 85.4 in Vol. Below Top EL Chamber Width 34 in 29952.32 Row Space 3 in Vol. Below Bot EL Chamber Installed Footprint 21.9 sf 0.00 Stone Above Chambers 6 in Design Volume Stone Below Chambers 6 in 29952.32 Chamber Total in System Area 1021 qty Height of System Incremental Chamber Storage Incremental Stone Storage Incremental Chamber & Stone Cumulative Total Elevation (inches) (cubic feet) (cubic feet) (cubic feet) (cubic feet) (feet) 28 0.00 746.80 746.80 29952.32 42.23 27 0.00 746.80 746.80 29205.52 42.15 26 0.00 746.80 746.80 28458.73 42.07 25 0.00 746.80 746.80 27711.93 41.98 24 0.00 746.80 746.80 26965.14 41.90 23 0.00 746.80 746.80 26218.34 41.82 22 60.04 722.78 782.82 25471.54 41.73 21 157.96 683.61 841.57 24688.73 41.65 20 271.45 638.22 909.66 23847.16 41.57 19 556.23 524.30 1080.54 22937.49 41.48 18 718.83 459.26 1178.09 21856.96 41.40 17 841.85 410.06 1251.90 20678.87 41.32 16 943.97 369.21 1313.18 19426.96 41.23 15 1036.31 332.27 1368.58 18113.78 41.15 14 1117.54 299.78 1417.32 16745.20 41.07 13 1178.52 275.39 1453.91 15327.88 40.98 12 1240.45 250.61 1491.07 13873.97 40.90 11 1301.65 226.13 1527.79 12382.91 40.82 10 1352.38 205.84 1558.22 10855.12 40.73 9 1393.65 189.34 1582.99 9296.90 40.65 8 1434.50 172.99 1607.50 7713.91 40.57 7 1464.74 160.90 1625.64 6106.41 40.48 6 0.00 746.80 746.80 4480.77 40.40 5 0.00 746.80 746.80 3733.98 40.32 4 0.00 746.80 746.80 2987.18 40.23 3 0.00 746.80 746.80 2240.39 40.15 2 0.00 746.80 746.80 1493.59 40.07 1 0.00 746.80 746.80 746.80 39.98 StormTech SC-310 Cumulative Storage Volumes 1798 Height of System Depth Elevation Area Area (inches) (feet) (feet) (ft 2 ) (acres) 28 2.33 42.23 8961.54 0.2057 27 2.25 42.15 8961.54 0.2057 26 2.17 42.07 8961.54 0.2057 25 2.08 41.98 8961.54 0.2057 24 2.00 41.90 8961.54 0.2057 23 1.92 41.82 8961.54 0.2057 22 1.83 41.73 9393.81 0.2157 21 1.75 41.65 10098.87 0.2318 20 1.67 41.57 10915.95 0.2506 19 1.58 41.48 12966.42 0.2977 18 1.50 41.40 14137.10 0.3245 17 1.42 41.32 15022.83 0.3449 16 1.33 41.23 15758.15 0.3618 15 1.25 41.15 16422.99 0.3770 14 1.17 41.07 17007.82 0.3904 13 1.08 40.98 17446.90 0.4005 12 1.00 40.90 17892.81 0.4108 11 0.92 40.82 18333.45 0.4209 10 0.83 40.73 18698.69 0.4293 9 0.75 40.65 18995.82 0.4361 8 0.67 40.57 19289.96 0.4428 7 0.58 40.48 19507.70 0.4478 6 0.50 40.40 8961.54 0.2057 5 0.42 40.32 8961.54 0.2057 4 0.33 40.23 8961.54 0.2057 3 0.25 40.15 8961.54 0.2057 2 0.17 40.07 8961.54 0.2057 1 0.08 39.98 8961.54 0.2057 0 0.00 39.90 8961.54 0.2057 NOTE: If the software program being used allows for Stage Volume data, it is recommended to use the stage volume data from this spreadsheet. Software programs typically use linear interpolation to take stage area data and estimate stage volume data. Due to rounding differences over the total number of stages provided in this spreadsheet, the accuracy of the estimated volume could be off as much as 1%. It is recommended that the user check the software estimated volume and compare it to the volume listed in this spreadsheet to ensure the accuracy is within acceptable levels. Stage Area Data 1799 PROJECT NAME:SUTTON CROSSINGS PROJECT NUMBER:FLA240162.00 Node Pond Simulation Name Stage (ft) 010Y-24H POND 1 41.79 010Y-24H POND 2 41.78 010Y-24H STORM CHAMBER 41.79 100Y-24H POND 1 43.06 100Y-24H POND 2 42.99 100Y-24H STORM CHAMBER 43.05 025Y-24H POND 1 42.39 025Y-24H POND 2 42.36 025Y-24H STORM CHAMBER 42.39 MEAN POND 1 41.28 MEAN POND 2 41.28 MEAN STORM CHAMBER 41.28 Pre Post Simulation Q Q (cfs)(cfs) MEAN 0 0.28 010Y-24H 0.14 5.20 025Y-24H 0.57 11.60 100Y-24H 2.01 16.08 Max Stage 1800 Appendix C ICPR4 - Summary Tables 1801 18 0 2 1 C:\Users\kkornbau\Desktop\ICPR 4\2/11/2025 13:10 Simple Basin: Scenario:Scenario1 Node: Hydrograph Method:NRCS Unit Hydrograph Infiltration Method:Curve Number Time of Concentration:0.0000 min Max Allowable Q:0.00 cfs Time Shift:0.0000 hr Unit Hydrograph: Peaking Factor:0.0 Area:0.0000 ac Curve Number:0.0 % Impervious:0.00 % DCIA:0.00 % Direct:0.00 Rainfall Name: Comment: Simple Basin: BP-POST Scenario:Scenario1 Node:POST Hydrograph Method:NRCS Unit Hydrograph Infiltration Method:Curve Number Time of Concentration:10.0000 min Max Allowable Q:9999.00 cfs Time Shift:0.0000 hr Unit Hydrograph:UH484 Peaking Factor:484.0 Area:0.3900 ac Curve Number:57.2 % Impervious:0.00 % DCIA:0.00 % Direct:0.00 Rainfall Name: Comment: Simple Basin: POST BASIN 1 Scenario:Scenario1 Node:STORM CHAMBER Hydrograph Method:NRCS Unit Hydrograph Infiltration Method:Curve Number Time of Concentration:10.0000 min Max Allowable Q:9999.00 cfs 1803 2 C:\Users\kkornbau\Desktop\ICPR 4\2/11/2025 13:10 Time Shift:0.0000 hr Unit Hydrograph:UH484 Peaking Factor:484.0 Area:1.5200 ac Curve Number:95.3 % Impervious:0.00 % DCIA:0.00 % Direct:0.00 Rainfall Name: Comment: Simple Basin: POST BASIN 2 Scenario:Scenario1 Node:Pond 1 Hydrograph Method:NRCS Unit Hydrograph Infiltration Method:Curve Number Time of Concentration:10.0000 min Max Allowable Q:9999.00 cfs Time Shift:0.0000 hr Unit Hydrograph:UH484 Peaking Factor:484.0 Area:0.5200 ac Curve Number:58.3 % Impervious:0.00 % DCIA:0.00 % Direct:0.00 Rainfall Name: Comment: Simple Basin: POST BASIN 3 Scenario:Scenario1 Node:Pond 1 Hydrograph Method:NRCS Unit Hydrograph Infiltration Method:Curve Number Time of Concentration:10.0000 min Max Allowable Q:99999.00 cfs Time Shift:0.0000 hr Unit Hydrograph:UH484 Peaking Factor:484.0 Area:1.1300 ac Curve Number:89.2 % Impervious:0.00 % DCIA:0.00 1804 3 C:\Users\kkornbau\Desktop\ICPR 4\2/11/2025 13:10 % Direct:0.00 Rainfall Name: Comment: Simple Basin: POST BASIN 4-A Scenario:Scenario1 Node:STORM CHAMBER Hydrograph Method:NRCS Unit Hydrograph Infiltration Method:Curve Number Time of Concentration:10.0000 min Max Allowable Q:999.00 cfs Time Shift:0.0000 hr Unit Hydrograph:UH484 Peaking Factor:484.0 Area:1.6600 ac Curve Number:89.2 % Impervious:0.00 % DCIA:0.00 % Direct:0.00 Rainfall Name: Comment: Simple Basin: POST BASIN 4-B Scenario:Scenario1 Node:Pond 2 Hydrograph Method:NRCS Unit Hydrograph Infiltration Method:Curve Number Time of Concentration:10.0000 min Max Allowable Q:999.00 cfs Time Shift:0.0000 hr Unit Hydrograph:UH484 Peaking Factor:484.0 Area:0.9100 ac Curve Number:89.2 % Impervious:0.00 % DCIA:0.00 % Direct:0.00 Rainfall Name: Comment: 1805 4 C:\Users\kkornbau\Desktop\ICPR 4\2/11/2025 13:10 Simple Basin: PRE Scenario:Scenario1 Node:PRE Hydrograph Method:NRCS Unit Hydrograph Infiltration Method:Curve Number Time of Concentration:28.1000 min Max Allowable Q:9999.00 cfs Time Shift:0.0000 hr Unit Hydrograph:UH256 Peaking Factor:256.0 Area:6.1300 ac Curve Number:30.0 % Impervious:0.00 % DCIA:0.00 % Direct:0.00 Rainfall Name: Comment: Node: CS-A Scenario:Scenario1 Type:Stage/Area Base Flow:0.00 cfs Initial Stage:38.90 ft Warning Stage:44.00 ft Stage [ft]Area [ac]Area [ft2] 0.00 0.0001 4 999.00 0.0010 44 Comment: Node: D-02 Scenario:Scenario1 Type:Stage/Area Base Flow:0.00 cfs Initial Stage:38.90 ft Warning Stage:44.00 ft Stage [ft]Area [ac]Area [ft2] 0.00 0.0010 44 999.00 0.0010 44 Comment: 1806 5 C:\Users\kkornbau\Desktop\ICPR 4\2/11/2025 13:10 Node: D-12 Scenario:Scenario1 Type:Stage/Area Base Flow:0.00 cfs Initial Stage:38.90 ft Warning Stage:44.00 ft Stage [ft]Area [ac]Area [ft2] 0.00 0.0001 4 999.00 0.0010 44 Comment: Node: GWT Scenario:Scenario1 Type:Time/Stage Base Flow:0.00 cfs Initial Stage:38.90 ft Warning Stage:38.90 ft Boundary Stage: Year Month Day Hour Stage [ft] 0 0 0 0.0000 38.90 0 0 0 72.0000 38.90 Comment: Node: POST Scenario:Scenario1 Type:Time/Stage Base Flow:0.00 cfs Initial Stage:0.00 ft Warning Stage:0.00 ft Boundary Stage: Comment: Node: PRE Scenario:Scenario1 Type:Time/Stage Base Flow:0.00 cfs 1807 6 C:\Users\kkornbau\Desktop\ICPR 4\2/11/2025 13:10 Initial Stage:0.00 ft Warning Stage:0.00 ft Boundary Stage: Comment: Node: Pond 1 Scenario:Scenario1 Type:Stage/Area Base Flow:0.00 cfs Initial Stage:38.90 ft Warning Stage:44.00 ft Stage [ft]Area [ac]Area [ft2] 40.00 0.2480 10803 41.00 0.2480 10803 42.00 0.2480 10803 43.00 0.2480 10803 44.00 0.2480 10803 Comment: Node: Pond 2 Scenario:Scenario1 Type:Stage/Area Base Flow:0.00 cfs Initial Stage:38.90 ft Warning Stage:44.00 ft Stage [ft]Area [ac]Area [ft2] 40.00 0.0710 3093 41.00 0.0710 3093 42.00 0.0710 3093 43.00 0.0710 3093 44.00 0.0710 3093 Comment: Node: STORM CHAMBER Scenario:Scenario1 Type:Stage/Volume 1808 7 C:\Users\kkornbau\Desktop\ICPR 4\2/11/2025 13:10 Base Flow:0.00 cfs Initial Stage:38.90 ft Warning Stage:44.00 ft Stage [ft]Volume [ac-ft]Volume [ft3] 39.90 0.00 0 40.48 0.14 6098 40.90 0.32 13939 41.40 0.50 21780 41.90 0.62 27007 42.23 0.69 30056 Comment: Used StormTech Calculator to developed Z-V table. SC-310 chambers Drop Structure Link: CS-A Scenario:Scenario1 From Node:CS-A To Node:POST Link Count:1 Flow Direction:Both Solution:Combine Increments:0 Pipe Count:1 Damping:0.0000 ft Length:94.00 ft FHWA Code:1 Entr Loss Coef:0.00 Exit Loss Coef:0.00 Bend Loss Coef:0.00 Bend Location:0.00 dec Energy Switch:Energy Upstream Pipe Downstream Pipe Invert:38.00 ft Invert:37.67 ft Manning's N:0.0120 Manning's N:0.0120 Geometry: Circular Geometry: Circular Max Depth:1.50 ft Max Depth:1.50 ft Bottom Clip Default:0.00 ft Default:0.00 ft Op Table:Op Table: Ref Node:Ref Node: Manning's N:0.0000 Manning's N:0.0000 Top Clip Default:0.00 ft Default:0.00 ft Op Table:Op Table: Ref Node:Ref Node: Manning's N:0.0000 Manning's N:0.0000 Pipe Comment: Weir Component Weir:1 Weir Count:1 Weir Flow Direction:Both Damping:0.0000 ft Weir Type:Sharp Crested Vertical Geometry Type:Rectangular Invert:41.20 ft Control Elevation:41.20 ft Max Depth:9999.00 ft Max Width:4.00 ft Fillet:0.00 ft Bottom Clip Default:0.00 ft Op Table: Ref Node: Top Clip Default:0.00 ft Op Table: Ref Node: Discharge Coefficients Weir Default:3.200 Weir Table: 1809 8 C:\Users\kkornbau\Desktop\ICPR 4\2/11/2025 13:10 Orifice Default:0.600 Orifice Table: Weir Comment: Drop Structure Comment: Percolation Link: PERC-CHAMBER Scenario:Scenario1 From Node:STORM CHAMBER To Node:GWT Link Count:1 Flow Direction:Both Aquifer Base Elevation:34.00 ft Water Table Elevation:38.90 ft Annual Recharge Rate:0 ipy Horizontal Conductivity:22.250 fpd Vertical Conductivity:14.830 fpd Fillable Porosity:0.250 Layer Thickness:1.00 ft Surface Area Option:User Specified Bottom Elevation:39.90 ft Surface Area:0.6000 ac Vertical Flow Termination:Horizontal Flow Algorithm Perimeter 1:807.00 ft Perimeter 2:1074.00 ft Perimeter 3:1385.00 ft Distance P1 to P2:50.00 ft Distance P2 to P3:50.00 ft # of Cells P1 to P2:10 # of Cells P2 to P3:29 Comment: Percolation Link: PERC-POND 1 Scenario:Scenario1 From Node:Pond 1 To Node:GWT Link Count:1 Flow Direction:Both Aquifer Base Elevation:34.00 ft Water Table Elevation:38.90 ft Annual Recharge Rate:0 ipy Horizontal Conductivity:16.270 fpd Vertical Conductivity:10.120 fpd Fillable Porosity:0.250 Layer Thickness:1.00 ft Surface Area Option:Vary Based on Stage/Area Table Vertical Flow Termination:Horizontal Flow Algorithm Perimeter 1:208.00 ft Perimeter 2:262.00 ft Perimeter 3:519.00 ft Distance P1 to P2:50.00 ft Distance P2 to P3:50.00 ft # of Cells P1 to P2:10 # of Cells P2 to P3:29 Comment: Percolation Link: PERC-POND 2 Scenario:Scenario1 From Node:Pond 2 To Node:GWT Link Count:1 Surface Area Option:Vary Based on Stage/Area Table Vertical Flow Termination:Horizontal Flow Algorithm Perimeter 1:156.00 ft 1810 9 C:\Users\kkornbau\Desktop\ICPR 4\2/11/2025 13:10 Flow Direction:Both Aquifer Base Elevation:36.00 ft Water Table Elevation:38.07 ft Annual Recharge Rate:0 ipy Horizontal Conductivity:14.290 fpd Vertical Conductivity:8.890 fpd Fillable Porosity:0.250 Layer Thickness:1.93 ft Perimeter 2:272.00 ft Perimeter 3:594.00 ft Distance P1 to P2:50.00 ft Distance P2 to P3:50.00 ft # of Cells P1 to P2:10 # of Cells P2 to P3:29 Comment: Pipe Link: PIPE 1 Scenario:Scenario1 From Node:Pond 1 To Node:STORM CHAMBER Link Count:1 Flow Direction:Both Damping:0.0000 ft Length:8.00 ft FHWA Code:0 Entr Loss Coef:0.00 Exit Loss Coef:0.00 Bend Loss Coef:0.00 Bend Location:0.00 dec Energy Switch:Energy Upstream Downstream Invert:40.00 ft Invert:40.00 ft Manning's N:0.0120 Manning's N:0.0120 Geometry: Circular Geometry: Circular Max Depth:2.00 ft Max Depth:2.00 ft Bottom Clip Default:0.00 ft Default:0.00 ft Op Table:Op Table: Ref Node:Ref Node: Manning's N:0.0000 Manning's N:0.0000 Top Clip Default:0.00 ft Default:0.00 ft Op Table:Op Table: Ref Node:Ref Node: Manning's N:0.0000 Manning's N:0.0000 Comment: Pipe Link: PIPE 2 Scenario:Scenario1 From Node:STORM CHAMBER To Node:D-12 Link Count:1 Flow Direction:Both Damping:0.0000 ft Length:40.00 ft FHWA Code:0 Entr Loss Coef:0.00 Exit Loss Coef:0.00 Bend Loss Coef:0.00 Bend Location:0.00 dec Energy Switch:Energy Upstream Downstream Invert:39.50 ft Invert:38.98 ft Manning's N:0.0120 Manning's N:0.0120 Geometry: Circular Geometry: Circular Max Depth:2.00 ft Max Depth:2.00 ft Bottom Clip Default:0.00 ft Default:0.00 ft Op Table:Op Table: Ref Node:Ref Node: Manning's N:0.0000 Manning's N:0.0000 Top Clip Default:0.00 ft Default:0.00 ft Op Table:Op Table: Ref Node:Ref Node: Manning's N:0.0000 Manning's N:0.0000 Comment: 1811 10 C:\Users\kkornbau\Desktop\ICPR 4\2/11/2025 13:10 Pipe Link: PIPE 3 Scenario:Scenario1 From Node:Pond 2 To Node:D-12 Link Count:1 Flow Direction:Both Damping:0.0000 ft Length:349.00 ft FHWA Code:0 Entr Loss Coef:0.00 Exit Loss Coef:0.00 Bend Loss Coef:0.00 Bend Location:0.00 dec Energy Switch:Energy Upstream Downstream Invert:40.00 ft Invert:38.98 ft Manning's N:0.0120 Manning's N:0.0120 Geometry: Circular Geometry: Circular Max Depth:2.00 ft Max Depth:2.00 ft Bottom Clip Default:0.00 ft Default:0.00 ft Op Table:Op Table: Ref Node:Ref Node: Manning's N:0.0000 Manning's N:0.0000 Top Clip Default:0.00 ft Default:0.00 ft Op Table:Op Table: Ref Node:Ref Node: Manning's N:0.0000 Manning's N:0.0000 Comment: Pipe Link: PIPE 4 Scenario:Scenario1 From Node:D-12 To Node:D-02 Link Count:1 Flow Direction:Both Damping:0.0000 ft Length:106.00 ft FHWA Code:0 Entr Loss Coef:0.00 Exit Loss Coef:0.00 Bend Loss Coef:0.00 Bend Location:0.00 dec Energy Switch:Energy Upstream Downstream Invert:38.98 ft Invert:38.14 ft Manning's N:0.0120 Manning's N:0.0120 Geometry: Circular Geometry: Circular Max Depth:2.00 ft Max Depth:2.00 ft Bottom Clip Default:0.00 ft Default:0.00 ft Op Table:Op Table: Ref Node:Ref Node: Manning's N:0.0000 Manning's N:0.0000 Top Clip Default:0.00 ft Default:0.00 ft Op Table:Op Table: Ref Node:Ref Node: Manning's N:0.0000 Manning's N:0.0000 Comment: Pipe Link: PIPE 5 Scenario:Scenario1 From Node:D-02 To Node:CS-A Link Count:1 Flow Direction:Both Damping:0.0000 ft Length:28.00 ft FHWA Code:0 Entr Loss Coef:0.00 Exit Loss Coef:0.00 Upstream Downstream Invert:38.14 ft Invert:38.00 ft Manning's N:0.0120 Manning's N:0.0120 Geometry: Circular Geometry: Circular Max Depth:2.50 ft Max Depth:2.50 ft Bottom Clip Default:0.00 ft Default:0.00 ft Op Table:Op Table: Ref Node:Ref Node: Manning's N:0.0000 Manning's N:0.0000 Top Clip 1812 11 C:\Users\kkornbau\Desktop\ICPR 4\2/11/2025 13:10 Bend Loss Coef:0.00 Bend Location:0.00 dec Energy Switch:Energy Default:0.00 ft Default:0.00 ft Op Table:Op Table: Ref Node:Ref Node: Manning's N:0.0000 Manning's N:0.0000 Comment: Simulation: 010Y-24H Scenario:Scenario1 Run Date/Time:2/11/2025 1:02:36 PM Program Version:ICPR4 4.07.08 General Run Mode:Normal Year Month Day Hour [hr] Start Time:0 0 0 0.0000 End Time:0 0 0 30.0000 Hydrology [sec]Surface Hydraulics [sec] Min Calculation Time:30.0000 0.0500 Max Calculation Time:30.0000 Output Time Increments Hydrology Year Month Day Hour [hr]Time Increment [min] 0 0 0 0.0000 5.0000 Surface Hydraulics Year Month Day Hour [hr]Time Increment [min] 0 0 0 0.0000 5.0000 Restart File Save Restart:False Resources & Lookup Tables Resources Lookup Tables Rainfall Folder:Boundary Stage Set: Extern Hydrograph Set: Unit Hydrograph Folder: Curve Number Set: Green-Ampt Set: Vertical Layers Set: 1813 12 C:\Users\kkornbau\Desktop\ICPR 4\2/11/2025 13:10 Impervious Set: Tolerances & Options Time Marching:SAOR IA Recovery Time:24.0000 hr Max Iterations:6 Over-Relax Weight Fact: 0.5 dec dZ Tolerance:0.0010 ft Smp/Man Basin Rain Opt: Global Max dZ:1.0000 ft Link Optimizer Tol:0.0001 ft Rainfall Name:~SCSIII-24 Rainfall Amount:6.80 in Edge Length Option:Automatic Storm Duration:24.0000 hr Dflt Damping (1D):0.0050 ft Min Node Srf Area (1D): 100 ft2 Energy Switch (1D):Energy Comment: Simulation: 025Y-24H Scenario:Scenario1 Run Date/Time:2/11/2025 1:03:17 PM Program Version:ICPR4 4.07.08 General Run Mode:Normal Year Month Day Hour [hr] Start Time:0 0 0 0.0000 End Time:0 0 0 30.0000 Hydrology [sec]Surface Hydraulics [sec] Min Calculation Time:30.0000 0.0500 Max Calculation Time:30.0000 Output Time Increments Hydrology Year Month Day Hour [hr]Time Increment [min] 0 0 0 0.0000 5.0000 Surface Hydraulics 1814 13 C:\Users\kkornbau\Desktop\ICPR 4\2/11/2025 13:10 Year Month Day Hour [hr]Time Increment [min] 0 0 0 0.0000 5.0000 Restart File Save Restart:False Resources & Lookup Tables Resources Lookup Tables Rainfall Folder:Boundary Stage Set: Extern Hydrograph Set: Unit Hydrograph Folder: Curve Number Set: Green-Ampt Set: Vertical Layers Set: Impervious Set: Tolerances & Options Time Marching:SAOR IA Recovery Time:24.0000 hr Max Iterations:6 Over-Relax Weight Fact: 0.5 dec dZ Tolerance:0.0010 ft Smp/Man Basin Rain Opt: Global Max dZ:1.0000 ft Link Optimizer Tol:0.0001 ft Rainfall Name:~SCSIII-24 Rainfall Amount:8.60 in Edge Length Option:Automatic Storm Duration:24.0000 hr Dflt Damping (1D):0.0050 ft Min Node Srf Area (1D): 100 ft2 Energy Switch (1D):Energy Comment: Simulation: 100Y-24H Scenario:Scenario1 Run Date/Time:2/11/2025 1:04:16 PM Program Version:ICPR4 4.07.08 General Run Mode:Normal Year Month Day Hour [hr] 1815 14 C:\Users\kkornbau\Desktop\ICPR 4\2/11/2025 13:10 Start Time:0 0 0 0.0000 End Time:0 0 0 30.0000 Hydrology [sec]Surface Hydraulics [sec] Min Calculation Time:60.0000 0.1000 Max Calculation Time:30.0000 Output Time Increments Hydrology Year Month Day Hour [hr]Time Increment [min] 0 0 0 0.0000 15.0000 Surface Hydraulics Year Month Day Hour [hr]Time Increment [min] 0 0 0 0.0000 15.0000 Restart File Save Restart:False Resources & Lookup Tables Resources Lookup Tables Rainfall Folder:Boundary Stage Set: Extern Hydrograph Set: Unit Hydrograph Folder: Curve Number Set: Green-Ampt Set: Vertical Layers Set: Impervious Set: Tolerances & Options Time Marching:SAOR IA Recovery Time:24.0000 hr Max Iterations:6 Over-Relax Weight Fact: 0.5 dec dZ Tolerance:0.0010 ft Smp/Man Basin Rain Opt: Global Max dZ:1.0000 ft Link Optimizer Tol:0.0001 ft Rainfall Name:~FLMOD Rainfall Amount:10.80 in Edge Length Option:Automatic Storm Duration:24.0000 hr Dflt Damping (1D):0.0050 ft Min Node Srf Area (1D): 100 ft2 1816 15 C:\Users\kkornbau\Desktop\ICPR 4\2/11/2025 13:10 Energy Switch (1D):Energy Comment: Simulation: MEAN Scenario:Scenario1 Run Date/Time:2/11/2025 1:05:00 PM Program Version:ICPR4 4.07.08 General Run Mode:Normal Year Month Day Hour [hr] Start Time:0 0 0 0.0000 End Time:0 0 0 30.0000 Hydrology [sec]Surface Hydraulics [sec] Min Calculation Time:60.0000 0.1000 Max Calculation Time:60.0000 Output Time Increments Hydrology Year Month Day Hour [hr]Time Increment [min] 0 0 0 0.0000 5.0000 Surface Hydraulics Year Month Day Hour [hr]Time Increment [min] 0 0 0 0.0000 5.0000 Restart File Save Restart:False Resources & Lookup Tables Resources Lookup Tables Rainfall Folder:Boundary Stage Set: Extern Hydrograph Set: Unit Hydrograph Folder: Curve Number Set: Green-Ampt Set: Vertical Layers Set: Impervious Set: 1817 16 C:\Users\kkornbau\Desktop\ICPR 4\2/11/2025 13:10 Tolerances & Options Time Marching:SAOR IA Recovery Time:24.0000 hr Max Iterations:6 Over-Relax Weight Fact: 0.5 dec dZ Tolerance:0.0010 ft Smp/Man Basin Rain Opt: Global Max dZ:1.0000 ft Link Optimizer Tol:0.0001 ft Rainfall Name:~FLMOD Rainfall Amount:4.50 in Edge Length Option:Automatic Storm Duration:24.0000 hr Dflt Damping (1D):0.0050 ft Min Node Srf Area (1D): 100 ft2 Energy Switch (1D):Energy Comment: 1818 1 C:\Users\kkornbau\Desktop\ICPR 4\2/11/2025 13:14 Node Max Conditions [Scenario1] Node Name Sim Name Warning Stage [ft] Max Stage [ft] Min/Max Delta Stage [ft] Max Total Inflow [cfs] Max Total Outflow [cfs] Max Surface Area [ft2] POST 010Y-24H 0.00 0.00 0.0000 5.20 0.00 0 PRE 010Y-24H 0.00 0.00 0.0000 0.14 0.00 0 Pond 1 010Y-24H 44.00 41.79 0.0007 8.87 1.63 10811 Pond 2 010Y-24H 44.00 41.78 0.0008 3.91 1.65 3431 STORM CHAMBER 010Y-24H 44.00 41.79 0.0010 15.25 4.75 17215 POST 025Y-24H 0.00 0.00 0.0000 11.60 0.00 0 PRE 025Y-24H 0.00 0.00 0.0000 0.57 0.00 0 Pond 1 025Y-24H 44.00 42.39 0.0006 11.10 3.84 10811 Pond 2 025Y-24H 44.00 42.36 0.0006 5.05 2.40 3430 STORM CHAMBER 025Y-24H 44.00 42.39 -0.0010 18.15 9.95 17216 POST 100Y-24H 0.00 0.00 0.0000 16.08 0.00 0 PRE 100Y-24H 0.00 0.00 0.0000 2.01 0.00 0 Pond 1 100Y-24H 44.00 43.06 0.0010 14.99 5.70 10811 Pond 2 100Y-24H 44.00 42.99 0.0009 6.98 3.33 3430 STORM CHAMBER 100Y-24H 44.00 43.05 0.0010 24.71 13.63 17216 POST MEAN 0.00 0.00 0.0000 0.28 0.00 0 PRE MEAN 0.00 0.00 0.0000 0.00 0.00 0 Pond 1 MEAN 44.00 41.28 0.0010 6.71 1.27 10811 Pond 2 MEAN 44.00 41.28 0.0005 2.60 1.25 3431 STORM CHAMBER MEAN 44.00 41.28 0.0010 10.34 4.73 17216 1819 1D Nodes - Time Series 1 C:\Users\kkornbau\Desktop\ICPR 4\2/11/2025 14:53 Sim Node Name Relative Time [hrs]Stage [ft]Total Outflow Rate [cfs] RECOVERY Pond 1 0.0000 41.10 0.00 RECOVERY Pond 1 0.2506 40.75 1.27 RECOVERY Pond 1 0.5003 40.68 1.27 RECOVERY Pond 1 0.7506 40.62 0.24 RECOVERY Pond 1 1.0000 40.60 0.28 RECOVERY Pond 1 1.2509 40.58 0.25 RECOVERY Pond 1 1.5001 40.56 0.23 RECOVERY Pond 1 1.7510 40.54 0.14 RECOVERY Pond 1 2.0026 40.53 0.13 RECOVERY Pond 1 2.2513 40.52 0.11 RECOVERY Pond 1 2.5010 40.51 0.10 RECOVERY Pond 1 2.7501 40.51 0.09 RECOVERY Pond 1 3.0006 40.50 0.09 RECOVERY Pond 1 3.2503 40.49 0.08 RECOVERY Pond 1 3.5032 40.48 0.08 RECOVERY Pond 1 3.7509 40.48 0.07 RECOVERY Pond 1 4.0036 40.47 0.07 RECOVERY Pond 1 4.2515 40.47 0.07 RECOVERY Pond 1 4.5007 40.46 0.07 RECOVERY Pond 1 4.7506 40.45 0.06 RECOVERY Pond 1 5.0034 40.45 0.06 RECOVERY Pond 1 5.2506 40.44 0.06 RECOVERY Pond 1 5.5001 40.44 0.06 RECOVERY Pond 1 5.7514 40.43 0.06 RECOVERY Pond 1 6.0001 40.43 0.06 RECOVERY Pond 1 6.2539 40.42 0.05 RECOVERY Pond 1 6.5024 40.42 0.05 RECOVERY Pond 1 6.7536 40.42 0.05 RECOVERY Pond 1 7.0025 40.41 0.05 RECOVERY Pond 1 7.2526 40.41 0.05 RECOVERY Pond 1 7.5022 40.40 0.05 RECOVERY Pond 1 7.7509 40.40 0.05 RECOVERY Pond 1 8.0012 40.40 0.05 RECOVERY Pond 1 8.2529 40.39 0.05 RECOVERY Pond 1 8.5043 40.39 0.04 RECOVERY Pond 1 8.7504 40.38 0.04 RECOVERY Pond 1 9.0037 40.38 0.04 RECOVERY Pond 1 9.2512 40.38 0.04 RECOVERY Pond 1 9.5001 40.37 0.04 RECOVERY Pond 1 9.7515 40.37 0.04 RECOVERY Pond 1 10.0002 40.37 0.04 RECOVERY Pond 1 10.2502 40.36 0.04 1820 1D Nodes - Time Series 2 C:\Users\kkornbau\Desktop\ICPR 4\2/11/2025 14:53 Sim Node Name Relative Time [hrs]Stage [ft]Total Outflow Rate [cfs] RECOVERY Pond 1 10.5008 40.36 0.04 RECOVERY Pond 1 10.7553 40.36 0.04 RECOVERY Pond 1 11.0053 40.35 0.04 RECOVERY Pond 1 11.2547 40.35 0.04 RECOVERY Pond 1 11.5039 40.35 0.04 RECOVERY Pond 1 11.7501 40.34 0.04 RECOVERY Pond 1 12.0022 40.34 0.04 RECOVERY Pond 1 12.2518 40.34 0.04 RECOVERY Pond 1 12.5036 40.34 0.04 RECOVERY Pond 1 12.7510 40.33 0.04 RECOVERY Pond 1 13.0000 40.33 0.03 RECOVERY Pond 1 13.2531 40.33 0.03 RECOVERY Pond 1 13.5018 40.32 0.03 RECOVERY Pond 1 13.7507 40.32 0.03 RECOVERY Pond 1 14.0037 40.32 0.03 RECOVERY Pond 1 14.2539 40.32 0.03 RECOVERY Pond 1 14.5037 40.31 0.03 RECOVERY Pond 1 14.7505 40.31 0.03 RECOVERY Pond 1 15.0045 40.31 0.03 RECOVERY Pond 1 15.2535 40.30 0.03 RECOVERY Pond 1 15.5033 40.30 0.03 RECOVERY Pond 1 15.7518 40.30 0.03 RECOVERY Pond 1 16.0009 40.30 0.03 RECOVERY Pond 1 16.2534 40.29 0.03 RECOVERY Pond 1 16.5040 40.29 0.03 RECOVERY Pond 1 16.7519 40.29 0.03 RECOVERY Pond 1 17.0036 40.29 0.03 RECOVERY Pond 1 17.2514 40.28 0.03 RECOVERY Pond 1 17.5006 40.28 0.03 RECOVERY Pond 1 17.7580 40.28 0.03 RECOVERY Pond 1 18.0023 40.28 0.03 RECOVERY Pond 1 18.2545 40.27 0.03 RECOVERY Pond 1 18.5003 40.27 0.03 RECOVERY Pond 1 18.7519 40.27 0.03 RECOVERY Pond 1 19.0023 40.27 0.03 RECOVERY Pond 1 19.2501 40.27 0.03 RECOVERY Pond 1 19.5012 40.26 0.03 RECOVERY Pond 1 19.7524 40.26 0.03 RECOVERY Pond 1 20.0035 40.26 0.03 RECOVERY Pond 1 20.2536 40.26 0.03 RECOVERY Pond 1 20.5044 40.25 0.03 RECOVERY Pond 1 20.7500 40.25 0.03 1821 1D Nodes - Time Series 3 C:\Users\kkornbau\Desktop\ICPR 4\2/11/2025 14:53 Sim Node Name Relative Time [hrs]Stage [ft]Total Outflow Rate [cfs] RECOVERY Pond 1 21.0043 40.25 0.03 RECOVERY Pond 1 21.2515 40.25 0.03 RECOVERY Pond 1 21.5010 40.25 0.03 RECOVERY Pond 1 21.7511 40.24 0.03 RECOVERY Pond 1 22.0003 40.24 0.03 RECOVERY Pond 1 22.2548 40.24 0.03 RECOVERY Pond 1 22.5027 40.24 0.03 RECOVERY Pond 1 22.7568 40.23 0.02 RECOVERY Pond 1 23.0025 40.23 0.02 RECOVERY Pond 1 23.2534 40.23 0.02 RECOVERY Pond 1 23.5040 40.23 0.02 RECOVERY Pond 1 23.7501 40.23 0.02 RECOVERY Pond 1 24.0009 40.22 0.02 RECOVERY Pond 1 24.2516 40.22 0.02 RECOVERY Pond 1 24.5016 40.22 0.02 RECOVERY Pond 1 24.7532 40.22 0.02 RECOVERY Pond 1 25.0002 40.22 0.02 RECOVERY Pond 1 25.2506 40.21 0.02 RECOVERY Pond 1 25.5037 40.21 0.02 RECOVERY Pond 1 25.7531 40.21 0.02 RECOVERY Pond 1 26.0063 40.21 0.02 RECOVERY Pond 1 26.2590 40.21 0.02 RECOVERY Pond 1 26.5071 40.20 0.02 RECOVERY Pond 1 26.7543 40.20 0.02 RECOVERY Pond 1 27.0066 40.20 0.02 RECOVERY Pond 1 27.2529 40.20 0.02 RECOVERY Pond 1 27.5005 40.20 0.02 RECOVERY Pond 1 27.7509 40.20 0.02 RECOVERY Pond 1 28.0058 40.19 0.02 RECOVERY Pond 1 28.2501 40.19 0.02 RECOVERY Pond 1 28.5018 40.19 0.02 RECOVERY Pond 1 28.7551 40.19 0.02 RECOVERY Pond 1 29.0017 40.19 0.02 RECOVERY Pond 1 29.2553 40.18 0.02 RECOVERY Pond 1 29.5062 40.18 0.02 RECOVERY Pond 1 29.7509 40.18 0.02 RECOVERY Pond 1 30.0084 40.18 0.02 RECOVERY Pond 1 30.2504 40.18 0.02 RECOVERY Pond 1 30.5069 40.18 0.02 RECOVERY Pond 1 30.7572 40.17 0.02 RECOVERY Pond 1 31.0048 40.17 0.02 RECOVERY Pond 1 31.2509 40.17 0.02 1822 1D Nodes - Time Series 4 C:\Users\kkornbau\Desktop\ICPR 4\2/11/2025 14:53 Sim Node Name Relative Time [hrs]Stage [ft]Total Outflow Rate [cfs] RECOVERY Pond 1 31.5063 40.17 0.02 RECOVERY Pond 1 31.7513 40.17 0.02 RECOVERY Pond 1 32.0009 40.17 0.02 RECOVERY Pond 1 32.2502 40.16 0.02 RECOVERY Pond 1 32.5024 40.16 0.02 RECOVERY Pond 1 32.7543 40.16 0.02 RECOVERY Pond 1 33.0020 40.16 0.02 RECOVERY Pond 1 33.2562 40.16 0.02 RECOVERY Pond 1 33.5007 40.16 0.02 RECOVERY Pond 1 33.7505 40.15 0.02 RECOVERY Pond 1 34.0057 40.15 0.02 RECOVERY Pond 1 34.2533 40.15 0.02 RECOVERY Pond 1 34.5098 40.15 0.02 RECOVERY Pond 1 34.7527 40.15 0.02 RECOVERY Pond 1 35.0001 40.15 0.02 RECOVERY Pond 1 35.2570 40.14 0.02 RECOVERY Pond 1 35.5107 40.14 0.02 RECOVERY Pond 1 35.7598 40.14 0.02 RECOVERY Pond 1 36.0040 40.14 0.02 RECOVERY Pond 1 36.2528 40.14 0.02 RECOVERY Pond 1 36.5027 40.14 0.02 RECOVERY Pond 1 36.7544 40.13 0.02 RECOVERY Pond 1 37.0082 40.13 0.02 RECOVERY Pond 1 37.2515 40.13 0.02 RECOVERY Pond 1 37.5050 40.13 0.02 RECOVERY Pond 1 37.7578 40.13 0.02 RECOVERY Pond 1 38.0028 40.13 0.02 RECOVERY Pond 1 38.2500 40.13 0.02 RECOVERY Pond 1 38.5006 40.12 0.02 RECOVERY Pond 1 38.7534 40.12 0.02 RECOVERY Pond 1 39.0062 40.12 0.02 RECOVERY Pond 1 39.2532 40.12 0.02 RECOVERY Pond 1 39.5025 40.12 0.02 RECOVERY Pond 1 39.7512 40.12 0.02 RECOVERY Pond 1 40.0032 40.12 0.02 RECOVERY Pond 1 40.2535 40.11 0.02 RECOVERY Pond 1 40.5023 40.11 0.02 RECOVERY Pond 1 40.7550 40.11 0.02 RECOVERY Pond 1 41.0056 40.11 0.02 RECOVERY Pond 1 41.2574 40.11 0.02 RECOVERY Pond 1 41.5058 40.11 0.02 RECOVERY Pond 1 41.7566 40.10 0.02 1823 1D Nodes - Time Series 5 C:\Users\kkornbau\Desktop\ICPR 4\2/11/2025 14:53 Sim Node Name Relative Time [hrs]Stage [ft]Total Outflow Rate [cfs] RECOVERY Pond 1 42.0041 40.10 0.02 RECOVERY Pond 1 42.2522 40.10 0.02 RECOVERY Pond 1 42.5031 40.10 0.02 RECOVERY Pond 1 42.7517 40.10 0.02 RECOVERY Pond 1 43.0011 40.10 0.02 RECOVERY Pond 1 43.2573 40.10 0.02 RECOVERY Pond 1 43.5045 40.10 0.02 RECOVERY Pond 1 43.7549 40.09 0.02 RECOVERY Pond 1 44.0022 40.09 0.02 RECOVERY Pond 1 44.2506 40.09 0.02 RECOVERY Pond 1 44.5054 40.09 0.02 RECOVERY Pond 1 44.7505 40.09 0.02 RECOVERY Pond 1 45.0072 40.09 0.02 RECOVERY Pond 1 45.2520 40.09 0.02 RECOVERY Pond 1 45.5009 40.08 0.02 RECOVERY Pond 1 45.7538 40.08 0.02 RECOVERY Pond 1 46.0015 40.08 0.02 RECOVERY Pond 1 46.2502 40.08 0.02 RECOVERY Pond 1 46.5029 40.08 0.02 RECOVERY Pond 1 46.7508 40.08 0.02 RECOVERY Pond 1 47.0005 40.08 0.02 RECOVERY Pond 1 47.2537 40.07 0.02 RECOVERY Pond 1 47.5043 40.07 0.02 RECOVERY Pond 1 47.7561 40.07 0.02 RECOVERY Pond 1 48.0094 40.07 0.02 RECOVERY Pond 1 48.2507 40.07 0.02 RECOVERY Pond 1 48.5043 40.07 0.02 RECOVERY Pond 1 48.7500 40.07 0.01 RECOVERY Pond 1 49.0008 40.07 0.01 RECOVERY Pond 1 49.2513 40.06 0.01 RECOVERY Pond 1 49.5033 40.06 0.01 RECOVERY Pond 1 49.7518 40.06 0.01 RECOVERY Pond 1 50.0039 40.06 0.01 RECOVERY Pond 1 50.2533 40.06 0.01 RECOVERY Pond 1 50.5023 40.06 0.01 RECOVERY Pond 1 50.7528 40.06 0.01 RECOVERY Pond 1 51.0020 40.06 0.01 RECOVERY Pond 1 51.2547 40.06 0.01 RECOVERY Pond 1 51.5020 40.05 0.01 RECOVERY Pond 1 51.7504 40.05 0.01 RECOVERY Pond 1 52.0024 40.05 0.01 RECOVERY Pond 1 52.2537 40.05 0.01 1824 1D Nodes - Time Series 6 C:\Users\kkornbau\Desktop\ICPR 4\2/11/2025 14:53 Sim Node Name Relative Time [hrs]Stage [ft]Total Outflow Rate [cfs] RECOVERY Pond 1 52.5045 40.05 0.01 RECOVERY Pond 1 52.7526 40.05 0.01 RECOVERY Pond 1 53.0059 40.05 0.01 RECOVERY Pond 1 53.2521 40.05 0.01 RECOVERY Pond 1 53.5037 40.05 0.01 RECOVERY Pond 1 53.7560 40.05 0.01 RECOVERY Pond 1 54.0015 40.04 0.01 RECOVERY Pond 1 54.2523 40.04 0.01 RECOVERY Pond 1 54.5007 40.04 0.01 RECOVERY Pond 1 54.7511 40.04 0.01 RECOVERY Pond 1 55.0066 40.04 0.01 RECOVERY Pond 1 55.2511 40.04 0.01 RECOVERY Pond 1 55.5018 40.04 0.01 RECOVERY Pond 1 55.7546 40.04 0.01 RECOVERY Pond 1 56.0049 40.04 0.01 RECOVERY Pond 1 56.2505 40.04 0.01 RECOVERY Pond 1 56.5047 40.04 0.01 RECOVERY Pond 1 56.7556 40.04 0.01 RECOVERY Pond 1 57.0017 40.04 0.01 RECOVERY Pond 1 57.2509 40.04 0.01 RECOVERY Pond 1 57.5000 40.03 0.01 RECOVERY Pond 1 57.7510 40.03 0.01 RECOVERY Pond 1 58.0043 40.03 0.01 RECOVERY Pond 1 58.2516 40.03 0.01 RECOVERY Pond 1 58.5070 40.03 0.01 RECOVERY Pond 1 58.7510 40.03 0.01 RECOVERY Pond 1 59.0039 40.03 0.01 RECOVERY Pond 1 59.2515 40.03 0.01 RECOVERY Pond 1 59.5012 40.03 0.01 RECOVERY Pond 1 59.7567 40.03 0.01 RECOVERY Pond 1 60.0038 40.03 0.01 RECOVERY Pond 1 60.2557 40.03 0.01 RECOVERY Pond 1 60.5019 40.03 0.01 RECOVERY Pond 1 60.7551 40.03 0.01 RECOVERY Pond 1 61.0023 40.03 0.01 RECOVERY Pond 1 61.2552 40.03 0.01 RECOVERY Pond 1 61.5026 40.03 0.01 RECOVERY Pond 1 61.7544 40.02 0.01 RECOVERY Pond 1 62.0015 40.02 0.01 RECOVERY Pond 1 62.2534 40.02 0.01 RECOVERY Pond 1 62.5025 40.02 0.01 RECOVERY Pond 1 62.7537 40.02 0.01 1825 1D Nodes - Time Series 7 C:\Users\kkornbau\Desktop\ICPR 4\2/11/2025 14:53 Sim Node Name Relative Time [hrs]Stage [ft]Total Outflow Rate [cfs] RECOVERY Pond 1 63.0021 40.02 0.01 RECOVERY Pond 1 63.2546 40.02 0.01 RECOVERY Pond 1 63.5039 40.02 0.01 RECOVERY Pond 1 63.7504 40.02 0.01 RECOVERY Pond 1 64.0005 40.02 0.01 RECOVERY Pond 1 64.2520 40.02 0.01 RECOVERY Pond 1 64.5042 40.02 0.01 RECOVERY Pond 1 64.7517 40.02 0.01 RECOVERY Pond 1 65.0050 40.02 0.01 RECOVERY Pond 1 65.2576 40.02 0.01 RECOVERY Pond 1 65.5005 40.02 0.01 RECOVERY Pond 1 65.7530 40.02 0.01 RECOVERY Pond 1 66.0037 40.02 0.01 RECOVERY Pond 1 66.2567 40.02 0.01 RECOVERY Pond 1 66.5031 40.02 0.01 RECOVERY Pond 1 66.7552 40.02 0.00 RECOVERY Pond 1 67.0034 40.02 0.00 RECOVERY Pond 1 67.2515 40.01 0.00 RECOVERY Pond 1 67.5013 40.01 0.00 RECOVERY Pond 1 67.7505 40.01 0.00 RECOVERY Pond 1 68.0044 40.01 0.00 RECOVERY Pond 1 68.2517 40.01 0.00 RECOVERY Pond 1 68.5040 40.01 0.00 RECOVERY Pond 1 68.7553 40.01 0.00 RECOVERY Pond 1 69.0061 40.01 0.00 RECOVERY Pond 1 69.2535 40.01 0.00 RECOVERY Pond 1 69.5009 40.01 0.00 RECOVERY Pond 1 69.7577 40.01 0.00 RECOVERY Pond 1 70.0009 40.01 0.00 RECOVERY Pond 1 70.2528 40.01 0.00 RECOVERY Pond 1 70.5051 40.01 0.01 RECOVERY Pond 1 70.7525 40.01 0.01 RECOVERY Pond 1 71.0003 40.01 0.01 RECOVERY Pond 1 71.2550 40.01 0.01 RECOVERY Pond 1 71.5005 40.01 0.01 RECOVERY Pond 1 71.7556 40.01 0.01 RECOVERY Pond 1 72.0006 40.01 0.01 RECOVERY Pond 1 72.2524 40.01 0.01 RECOVERY Pond 1 72.5040 40.01 0.01 RECOVERY Pond 1 72.7569 40.01 0.01 RECOVERY Pond 1 73.0019 40.00 0.01 RECOVERY Pond 1 73.2550 40.00 0.01 1826 1D Nodes - Time Series 8 C:\Users\kkornbau\Desktop\ICPR 4\2/11/2025 14:53 Sim Node Name Relative Time [hrs]Stage [ft]Total Outflow Rate [cfs] RECOVERY Pond 1 73.5028 40.00 0.01 RECOVERY Pond 1 73.7513 40.00 0.00 RECOVERY Pond 1 74.0023 40.00 0.00 RECOVERY Pond 1 74.2544 40.00 0.00 RECOVERY Pond 1 74.5030 40.00 0.00 RECOVERY Pond 1 74.7535 40.00 0.00 RECOVERY Pond 1 75.0004 40.00 0.00 RECOVERY Pond 1 75.2524 40.00 0.00 RECOVERY Pond 1 75.5008 40.00 0.00 RECOVERY Pond 1 75.7504 40.00 0.00 RECOVERY Pond 1 76.0014 40.00 0.00 RECOVERY Pond 1 76.2518 40.00 0.00 RECOVERY Pond 1 76.5020 40.00 0.00 RECOVERY Pond 1 76.7537 40.00 0.00 RECOVERY Pond 1 77.0008 40.00 0.00 RECOVERY Pond 1 77.2541 40.00 0.00 RECOVERY Pond 1 77.5012 40.00 0.00 RECOVERY Pond 1 77.7542 40.00 0.00 RECOVERY Pond 1 78.0023 40.00 0.00 RECOVERY Pond 1 78.2543 40.00 0.00 RECOVERY Pond 1 78.5023 40.00 0.00 RECOVERY Pond 1 78.7542 40.00 0.00 RECOVERY Pond 1 79.0074 40.00 0.00 RECOVERY Pond 1 79.2532 40.00 0.00 RECOVERY Pond 1 79.5023 40.00 0.00 RECOVERY Pond 1 79.7506 40.00 0.00 RECOVERY Pond 1 80.0040 40.00 0.00 RECOVERY Pond 1 80.2560 40.00 0.00 RECOVERY Pond 1 80.5008 40.00 0.00 RECOVERY Pond 1 80.7520 40.00 0.00 RECOVERY Pond 1 81.0017 40.00 0.00 RECOVERY Pond 1 81.2505 40.00 0.00 RECOVERY Pond 1 81.5049 40.00 0.00 RECOVERY Pond 1 81.7509 40.00 0.00 RECOVERY Pond 1 82.0030 40.00 0.00 RECOVERY Pond 1 82.2517 40.00 0.00 RECOVERY Pond 1 82.5032 40.00 0.00 RECOVERY Pond 1 82.7524 40.00 0.00 RECOVERY Pond 1 83.0022 40.00 0.00 RECOVERY Pond 1 83.2567 40.00 0.00 RECOVERY Pond 1 83.5039 40.00 0.00 RECOVERY Pond 1 83.7512 40.00 0.00 1827 1D Nodes - Time Series 9 C:\Users\kkornbau\Desktop\ICPR 4\2/11/2025 14:53 Sim Node Name Relative Time [hrs]Stage [ft]Total Outflow Rate [cfs] RECOVERY Pond 1 84.0025 40.00 0.00 RECOVERY Pond 1 84.2505 40.00 0.00 RECOVERY Pond 1 84.5068 40.00 0.00 RECOVERY Pond 1 84.7530 40.00 0.00 RECOVERY Pond 1 85.0002 40.00 0.00 RECOVERY Pond 1 85.2513 40.00 0.00 RECOVERY Pond 1 85.5037 40.00 0.00 RECOVERY Pond 1 85.7535 40.00 0.00 RECOVERY Pond 1 86.0072 40.00 0.00 RECOVERY Pond 1 86.2505 40.00 0.00 RECOVERY Pond 1 86.5037 40.00 0.00 RECOVERY Pond 1 86.7509 40.00 0.00 RECOVERY Pond 1 87.0052 40.00 0.00 RECOVERY Pond 1 87.2544 40.00 0.00 RECOVERY Pond 1 87.5039 40.00 0.00 RECOVERY Pond 1 87.7541 40.00 0.00 RECOVERY Pond 1 88.0016 40.00 0.00 RECOVERY Pond 1 88.2507 40.00 0.00 RECOVERY Pond 1 88.5063 40.00 0.00 RECOVERY Pond 1 88.7509 40.00 0.00 RECOVERY Pond 1 89.0012 40.00 0.00 RECOVERY Pond 1 89.2513 40.00 0.00 RECOVERY Pond 1 89.5038 40.00 0.00 RECOVERY Pond 1 89.7513 40.00 0.00 RECOVERY Pond 1 90.0035 40.00 0.00 RECOVERY Pond 1 90.2503 40.00 0.00 RECOVERY Pond 1 90.5014 40.00 0.00 RECOVERY Pond 1 90.7530 40.00 0.00 RECOVERY Pond 1 91.0033 40.00 0.00 RECOVERY Pond 1 91.2538 40.00 0.00 RECOVERY Pond 1 91.5048 40.00 0.00 RECOVERY Pond 1 91.7518 40.00 0.00 RECOVERY Pond 1 92.0053 40.00 0.00 RECOVERY Pond 1 92.2524 40.00 0.00 RECOVERY Pond 1 92.5013 40.00 0.00 RECOVERY Pond 1 92.7537 40.00 0.00 RECOVERY Pond 1 93.0072 40.00 0.00 RECOVERY Pond 1 93.2535 40.00 0.00 RECOVERY Pond 1 93.5063 40.00 0.00 RECOVERY Pond 1 93.7509 40.00 0.00 RECOVERY Pond 1 94.0010 40.00 0.00 RECOVERY Pond 1 94.2560 40.00 0.00 1828 1D Nodes - Time Series 10 C:\Users\kkornbau\Desktop\ICPR 4\2/11/2025 14:53 Sim Node Name Relative Time [hrs]Stage [ft]Total Outflow Rate [cfs] RECOVERY Pond 1 94.5104 40.00 0.00 RECOVERY Pond 1 94.7507 40.00 0.00 RECOVERY Pond 1 95.0011 40.00 0.00 RECOVERY Pond 1 95.2523 40.00 0.00 RECOVERY Pond 1 95.5059 40.00 0.00 RECOVERY Pond 1 95.7536 40.00 0.00 RECOVERY Pond 1 96.0022 40.00 0.00 RECOVERY Pond 1 96.2528 40.00 0.00 RECOVERY Pond 1 96.5046 40.00 0.00 RECOVERY Pond 1 96.7522 40.00 0.00 RECOVERY Pond 1 97.0013 40.00 0.00 RECOVERY Pond 1 97.2554 40.00 0.00 RECOVERY Pond 1 97.5027 40.00 0.00 RECOVERY Pond 1 97.7534 40.00 0.00 RECOVERY Pond 1 98.0035 40.00 0.00 RECOVERY Pond 1 98.2517 40.00 0.00 RECOVERY Pond 1 98.5008 40.00 0.00 RECOVERY Pond 1 98.7501 40.00 0.00 RECOVERY Pond 1 99.0024 40.00 0.00 RECOVERY Pond 1 99.2526 40.00 0.00 RECOVERY Pond 1 99.5063 40.00 0.00 RECOVERY Pond 1 99.7535 40.00 0.00 RECOVERY Pond 1 100.0025 40.00 0.00 RECOVERY Pond 1 100.2548 40.00 0.00 RECOVERY Pond 1 100.5041 40.00 0.00 RECOVERY Pond 1 100.7520 40.00 0.00 RECOVERY Pond 1 101.0065 40.00 0.00 RECOVERY Pond 1 101.2569 40.00 0.00 RECOVERY Pond 1 101.5038 40.00 0.00 RECOVERY Pond 1 101.7506 40.00 0.00 RECOVERY Pond 1 102.0030 40.00 0.00 RECOVERY Pond 1 102.2542 40.00 0.00 RECOVERY Pond 1 102.5014 40.00 0.00 RECOVERY Pond 1 102.7540 40.00 0.00 RECOVERY Pond 1 103.0040 40.00 0.00 RECOVERY Pond 1 103.2558 40.00 0.00 RECOVERY Pond 1 103.5028 40.00 0.00 RECOVERY Pond 1 103.7512 40.00 0.00 RECOVERY Pond 1 104.0032 40.00 0.00 RECOVERY Pond 1 104.2503 40.00 0.00 RECOVERY Pond 1 104.5050 40.00 0.00 RECOVERY Pond 1 104.7545 40.00 0.00 1829 1D Nodes - Time Series 11 C:\Users\kkornbau\Desktop\ICPR 4\2/11/2025 14:53 Sim Node Name Relative Time [hrs]Stage [ft]Total Outflow Rate [cfs] RECOVERY Pond 1 105.0016 40.00 0.00 RECOVERY Pond 1 105.2542 40.00 0.00 RECOVERY Pond 1 105.5022 40.00 0.00 RECOVERY Pond 1 105.7528 40.00 0.00 RECOVERY Pond 1 106.0002 40.00 0.00 RECOVERY Pond 1 106.2539 40.00 0.00 RECOVERY Pond 1 106.5039 40.00 0.00 RECOVERY Pond 1 106.7527 40.00 0.00 RECOVERY Pond 1 107.0019 40.00 0.00 RECOVERY Pond 1 107.2509 40.00 0.00 RECOVERY Pond 1 107.5039 40.00 0.00 RECOVERY Pond 1 107.7551 40.00 0.00 RECOVERY Pond 1 108.0038 40.00 0.00 RECOVERY Pond 1 108.2512 40.00 0.00 RECOVERY Pond 1 108.5008 40.00 0.00 RECOVERY Pond 1 108.7522 40.00 0.00 RECOVERY Pond 1 109.0028 40.00 0.00 RECOVERY Pond 1 109.2554 40.00 0.00 RECOVERY Pond 1 109.5006 40.00 0.00 RECOVERY Pond 1 109.7517 40.00 0.00 RECOVERY Pond 1 110.0054 40.00 0.00 RECOVERY Pond 1 110.2503 40.00 0.00 RECOVERY Pond 1 110.5041 40.00 0.00 RECOVERY Pond 1 110.7525 40.00 0.00 RECOVERY Pond 1 111.0005 40.00 0.00 RECOVERY Pond 1 111.2532 40.00 0.00 RECOVERY Pond 1 111.5013 40.00 0.00 RECOVERY Pond 1 111.7517 40.00 0.00 RECOVERY Pond 1 112.0020 40.00 0.00 RECOVERY Pond 1 112.2582 40.00 0.00 RECOVERY Pond 1 112.5021 40.00 0.00 RECOVERY Pond 1 112.7529 40.00 0.00 RECOVERY Pond 1 113.0010 40.00 0.00 RECOVERY Pond 1 113.2528 40.00 0.00 RECOVERY Pond 1 113.5022 40.00 0.00 RECOVERY Pond 1 113.7533 40.00 0.00 RECOVERY Pond 1 114.0009 40.00 0.00 RECOVERY Pond 1 114.2504 40.00 0.00 RECOVERY Pond 1 114.5017 40.00 0.00 RECOVERY Pond 1 114.7507 40.00 0.00 RECOVERY Pond 1 115.0046 40.00 0.00 RECOVERY Pond 1 115.2512 40.00 0.00 1830 1D Nodes - Time Series 12 C:\Users\kkornbau\Desktop\ICPR 4\2/11/2025 14:53 Sim Node Name Relative Time [hrs]Stage [ft]Total Outflow Rate [cfs] RECOVERY Pond 1 115.5036 40.00 0.00 RECOVERY Pond 1 115.7533 40.00 0.00 RECOVERY Pond 1 116.0057 40.00 0.00 RECOVERY Pond 1 116.2516 40.00 0.00 RECOVERY Pond 1 116.5025 40.00 0.00 RECOVERY Pond 1 116.7520 40.00 0.00 RECOVERY Pond 1 117.0059 40.00 0.00 RECOVERY Pond 1 117.2547 40.00 0.00 RECOVERY Pond 1 117.5003 40.00 0.00 RECOVERY Pond 1 117.7521 40.00 0.00 RECOVERY Pond 1 118.0021 40.00 0.00 RECOVERY Pond 1 118.2516 40.00 0.00 RECOVERY Pond 1 118.5029 40.00 0.00 RECOVERY Pond 1 118.7567 40.00 0.00 RECOVERY Pond 1 119.0054 40.00 0.00 RECOVERY Pond 1 119.2505 40.00 0.00 RECOVERY Pond 1 119.5013 40.00 0.00 RECOVERY Pond 1 119.7546 40.00 0.00 RECOVERY Pond 1 120.0011 40.00 0.00 RECOVERY Pond 2 0.0000 41.10 0.00 RECOVERY Pond 2 0.2506 40.75 0.32 RECOVERY Pond 2 0.5003 40.68 0.32 RECOVERY Pond 2 0.7506 40.62 0.32 RECOVERY Pond 2 1.0000 40.59 0.32 RECOVERY Pond 2 1.2509 40.57 0.32 RECOVERY Pond 2 1.5001 40.55 0.32 RECOVERY Pond 2 1.7510 40.54 0.10 RECOVERY Pond 2 2.0026 40.53 0.09 RECOVERY Pond 2 2.2513 40.52 0.07 RECOVERY Pond 2 2.5010 40.51 0.06 RECOVERY Pond 2 2.7501 40.50 0.06 RECOVERY Pond 2 3.0006 40.49 0.05 RECOVERY Pond 2 3.2503 40.49 0.04 RECOVERY Pond 2 3.5032 40.48 0.04 RECOVERY Pond 2 3.7509 40.47 0.04 RECOVERY Pond 2 4.0036 40.47 0.04 RECOVERY Pond 2 4.2515 40.46 0.03 RECOVERY Pond 2 4.5007 40.46 0.03 RECOVERY Pond 2 4.7506 40.45 0.03 RECOVERY Pond 2 5.0034 40.45 0.03 RECOVERY Pond 2 5.2506 40.44 0.03 RECOVERY Pond 2 5.5001 40.44 0.03 1831 1D Nodes - Time Series 13 C:\Users\kkornbau\Desktop\ICPR 4\2/11/2025 14:53 Sim Node Name Relative Time [hrs]Stage [ft]Total Outflow Rate [cfs] RECOVERY Pond 2 5.7514 40.43 0.02 RECOVERY Pond 2 6.0001 40.43 0.02 RECOVERY Pond 2 6.2539 40.42 0.02 RECOVERY Pond 2 6.5024 40.42 0.02 RECOVERY Pond 2 6.7536 40.41 0.02 RECOVERY Pond 2 7.0025 40.41 0.02 RECOVERY Pond 2 7.2526 40.41 0.02 RECOVERY Pond 2 7.5022 40.40 0.02 RECOVERY Pond 2 7.7509 40.40 0.02 RECOVERY Pond 2 8.0012 40.39 0.02 RECOVERY Pond 2 8.2529 40.39 0.02 RECOVERY Pond 2 8.5043 40.39 0.02 RECOVERY Pond 2 8.7504 40.38 0.02 RECOVERY Pond 2 9.0037 40.38 0.02 RECOVERY Pond 2 9.2512 40.38 0.02 RECOVERY Pond 2 9.5001 40.37 0.02 RECOVERY Pond 2 9.7515 40.37 0.02 RECOVERY Pond 2 10.0002 40.36 0.02 RECOVERY Pond 2 10.2502 40.36 0.02 RECOVERY Pond 2 10.5008 40.36 0.02 RECOVERY Pond 2 10.7553 40.35 0.02 RECOVERY Pond 2 11.0053 40.35 0.02 RECOVERY Pond 2 11.2547 40.35 0.02 RECOVERY Pond 2 11.5039 40.35 0.01 RECOVERY Pond 2 11.7501 40.34 0.01 RECOVERY Pond 2 12.0022 40.34 0.01 RECOVERY Pond 2 12.2518 40.34 0.01 RECOVERY Pond 2 12.5036 40.33 0.01 RECOVERY Pond 2 12.7510 40.33 0.01 RECOVERY Pond 2 13.0000 40.33 0.01 RECOVERY Pond 2 13.2531 40.32 0.01 RECOVERY Pond 2 13.5018 40.32 0.01 RECOVERY Pond 2 13.7507 40.32 0.01 RECOVERY Pond 2 14.0037 40.32 0.01 RECOVERY Pond 2 14.2539 40.31 0.01 RECOVERY Pond 2 14.5037 40.31 0.01 RECOVERY Pond 2 14.7505 40.31 0.01 RECOVERY Pond 2 15.0045 40.30 0.01 RECOVERY Pond 2 15.2535 40.30 0.01 RECOVERY Pond 2 15.5033 40.30 0.01 RECOVERY Pond 2 15.7518 40.30 0.01 RECOVERY Pond 2 16.0009 40.29 0.01 1832 1D Nodes - Time Series 14 C:\Users\kkornbau\Desktop\ICPR 4\2/11/2025 14:53 Sim Node Name Relative Time [hrs]Stage [ft]Total Outflow Rate [cfs] RECOVERY Pond 2 16.2534 40.29 0.01 RECOVERY Pond 2 16.5040 40.29 0.01 RECOVERY Pond 2 16.7519 40.29 0.01 RECOVERY Pond 2 17.0036 40.28 0.01 RECOVERY Pond 2 17.2514 40.28 0.01 RECOVERY Pond 2 17.5006 40.28 0.01 RECOVERY Pond 2 17.7580 40.28 0.01 RECOVERY Pond 2 18.0023 40.27 0.01 RECOVERY Pond 2 18.2545 40.27 0.01 RECOVERY Pond 2 18.5003 40.27 0.01 RECOVERY Pond 2 18.7519 40.27 0.01 RECOVERY Pond 2 19.0023 40.27 0.01 RECOVERY Pond 2 19.2501 40.26 0.01 RECOVERY Pond 2 19.5012 40.26 0.01 RECOVERY Pond 2 19.7524 40.26 0.01 RECOVERY Pond 2 20.0035 40.26 0.01 RECOVERY Pond 2 20.2536 40.25 0.01 RECOVERY Pond 2 20.5044 40.25 0.01 RECOVERY Pond 2 20.7500 40.25 0.01 RECOVERY Pond 2 21.0043 40.25 0.01 RECOVERY Pond 2 21.2515 40.25 0.01 RECOVERY Pond 2 21.5010 40.24 0.01 RECOVERY Pond 2 21.7511 40.24 0.01 RECOVERY Pond 2 22.0003 40.24 0.01 RECOVERY Pond 2 22.2548 40.24 0.01 RECOVERY Pond 2 22.5027 40.23 0.01 RECOVERY Pond 2 22.7568 40.23 0.01 RECOVERY Pond 2 23.0025 40.23 0.01 RECOVERY Pond 2 23.2534 40.23 0.01 RECOVERY Pond 2 23.5040 40.23 0.01 RECOVERY Pond 2 23.7501 40.22 0.01 RECOVERY Pond 2 24.0009 40.22 0.01 RECOVERY Pond 2 24.2516 40.22 0.01 RECOVERY Pond 2 24.5016 40.22 0.01 RECOVERY Pond 2 24.7532 40.22 0.01 RECOVERY Pond 2 25.0002 40.21 0.01 RECOVERY Pond 2 25.2506 40.21 0.01 RECOVERY Pond 2 25.5037 40.21 0.01 RECOVERY Pond 2 25.7531 40.21 0.01 RECOVERY Pond 2 26.0063 40.21 0.01 RECOVERY Pond 2 26.2590 40.20 0.01 RECOVERY Pond 2 26.5071 40.20 0.01 1833 1D Nodes - Time Series 15 C:\Users\kkornbau\Desktop\ICPR 4\2/11/2025 14:53 Sim Node Name Relative Time [hrs]Stage [ft]Total Outflow Rate [cfs] RECOVERY Pond 2 26.7543 40.20 0.01 RECOVERY Pond 2 27.0066 40.20 0.01 RECOVERY Pond 2 27.2529 40.20 0.01 RECOVERY Pond 2 27.5005 40.19 0.01 RECOVERY Pond 2 27.7509 40.19 0.01 RECOVERY Pond 2 28.0058 40.19 0.01 RECOVERY Pond 2 28.2501 40.19 0.01 RECOVERY Pond 2 28.5018 40.19 0.01 RECOVERY Pond 2 28.7551 40.19 0.01 RECOVERY Pond 2 29.0017 40.18 0.01 RECOVERY Pond 2 29.2553 40.18 0.01 RECOVERY Pond 2 29.5062 40.18 0.01 RECOVERY Pond 2 29.7509 40.18 0.01 RECOVERY Pond 2 30.0084 40.18 0.01 RECOVERY Pond 2 30.2504 40.18 0.01 RECOVERY Pond 2 30.5069 40.17 0.01 RECOVERY Pond 2 30.7572 40.17 0.01 RECOVERY Pond 2 31.0048 40.17 0.01 RECOVERY Pond 2 31.2509 40.17 0.01 RECOVERY Pond 2 31.5063 40.17 0.01 RECOVERY Pond 2 31.7513 40.16 0.01 RECOVERY Pond 2 32.0009 40.16 0.01 RECOVERY Pond 2 32.2502 40.16 0.01 RECOVERY Pond 2 32.5024 40.16 0.01 RECOVERY Pond 2 32.7543 40.16 0.01 RECOVERY Pond 2 33.0020 40.16 0.01 RECOVERY Pond 2 33.2562 40.15 0.01 RECOVERY Pond 2 33.5007 40.15 0.01 RECOVERY Pond 2 33.7505 40.15 0.01 RECOVERY Pond 2 34.0057 40.15 0.01 RECOVERY Pond 2 34.2533 40.15 0.01 RECOVERY Pond 2 34.5098 40.15 0.01 RECOVERY Pond 2 34.7527 40.14 0.01 RECOVERY Pond 2 35.0001 40.14 0.01 RECOVERY Pond 2 35.2570 40.14 0.01 RECOVERY Pond 2 35.5107 40.14 0.01 RECOVERY Pond 2 35.7598 40.14 0.01 RECOVERY Pond 2 36.0040 40.14 0.01 RECOVERY Pond 2 36.2528 40.14 0.01 RECOVERY Pond 2 36.5027 40.13 0.01 RECOVERY Pond 2 36.7544 40.13 0.01 RECOVERY Pond 2 37.0082 40.13 0.01 1834 1D Nodes - Time Series 16 C:\Users\kkornbau\Desktop\ICPR 4\2/11/2025 14:53 Sim Node Name Relative Time [hrs]Stage [ft]Total Outflow Rate [cfs] RECOVERY Pond 2 37.2515 40.13 0.01 RECOVERY Pond 2 37.5050 40.13 0.01 RECOVERY Pond 2 37.7578 40.13 0.01 RECOVERY Pond 2 38.0028 40.12 0.01 RECOVERY Pond 2 38.2500 40.12 0.01 RECOVERY Pond 2 38.5006 40.12 0.01 RECOVERY Pond 2 38.7534 40.12 0.01 RECOVERY Pond 2 39.0062 40.12 0.01 RECOVERY Pond 2 39.2532 40.12 0.01 RECOVERY Pond 2 39.5025 40.12 0.01 RECOVERY Pond 2 39.7512 40.11 0.01 RECOVERY Pond 2 40.0032 40.11 0.01 RECOVERY Pond 2 40.2535 40.11 0.01 RECOVERY Pond 2 40.5023 40.11 0.01 RECOVERY Pond 2 40.7550 40.11 0.01 RECOVERY Pond 2 41.0056 40.11 0.01 RECOVERY Pond 2 41.2574 40.10 0.01 RECOVERY Pond 2 41.5058 40.10 0.01 RECOVERY Pond 2 41.7566 40.10 0.01 RECOVERY Pond 2 42.0041 40.10 0.01 RECOVERY Pond 2 42.2522 40.10 0.01 RECOVERY Pond 2 42.5031 40.10 0.01 RECOVERY Pond 2 42.7517 40.10 0.01 RECOVERY Pond 2 43.0011 40.09 0.01 RECOVERY Pond 2 43.2573 40.09 0.01 RECOVERY Pond 2 43.5045 40.09 0.01 RECOVERY Pond 2 43.7549 40.09 0.01 RECOVERY Pond 2 44.0022 40.09 0.01 RECOVERY Pond 2 44.2506 40.09 0.01 RECOVERY Pond 2 44.5054 40.09 0.01 RECOVERY Pond 2 44.7505 40.08 0.01 RECOVERY Pond 2 45.0072 40.08 0.01 RECOVERY Pond 2 45.2520 40.08 0.01 RECOVERY Pond 2 45.5009 40.08 0.01 RECOVERY Pond 2 45.7538 40.08 0.01 RECOVERY Pond 2 46.0015 40.08 0.01 RECOVERY Pond 2 46.2502 40.08 0.01 RECOVERY Pond 2 46.5029 40.07 0.01 RECOVERY Pond 2 46.7508 40.07 0.01 RECOVERY Pond 2 47.0005 40.07 0.01 RECOVERY Pond 2 47.2537 40.07 0.01 RECOVERY Pond 2 47.5043 40.07 0.01 1835 1D Nodes - Time Series 17 C:\Users\kkornbau\Desktop\ICPR 4\2/11/2025 14:53 Sim Node Name Relative Time [hrs]Stage [ft]Total Outflow Rate [cfs] RECOVERY Pond 2 47.7561 40.07 0.01 RECOVERY Pond 2 48.0094 40.07 0.01 RECOVERY Pond 2 48.2507 40.07 0.01 RECOVERY Pond 2 48.5043 40.06 0.01 RECOVERY Pond 2 48.7500 40.06 0.01 RECOVERY Pond 2 49.0008 40.06 0.01 RECOVERY Pond 2 49.2513 40.06 0.01 RECOVERY Pond 2 49.5033 40.06 0.01 RECOVERY Pond 2 49.7518 40.06 0.01 RECOVERY Pond 2 50.0039 40.06 0.01 RECOVERY Pond 2 50.2533 40.05 0.01 RECOVERY Pond 2 50.5023 40.05 0.01 RECOVERY Pond 2 50.7528 40.05 0.01 RECOVERY Pond 2 51.0020 40.05 0.01 RECOVERY Pond 2 51.2547 40.05 0.01 RECOVERY Pond 2 51.5020 40.05 0.01 RECOVERY Pond 2 51.7504 40.05 0.01 RECOVERY Pond 2 52.0024 40.04 0.01 RECOVERY Pond 2 52.2537 40.04 0.01 RECOVERY Pond 2 52.5045 40.04 0.01 RECOVERY Pond 2 52.7526 40.04 0.01 RECOVERY Pond 2 53.0059 40.04 0.01 RECOVERY Pond 2 53.2521 40.04 0.01 RECOVERY Pond 2 53.5037 40.04 0.01 RECOVERY Pond 2 53.7560 40.03 0.01 RECOVERY Pond 2 54.0015 40.03 0.01 RECOVERY Pond 2 54.2523 40.03 0.01 RECOVERY Pond 2 54.5007 40.03 0.01 RECOVERY Pond 2 54.7511 40.03 0.01 RECOVERY Pond 2 55.0066 40.03 0.01 RECOVERY Pond 2 55.2511 40.03 0.01 RECOVERY Pond 2 55.5018 40.02 0.01 RECOVERY Pond 2 55.7546 40.02 0.01 RECOVERY Pond 2 56.0049 40.02 0.01 RECOVERY Pond 2 56.2505 40.02 0.01 RECOVERY Pond 2 56.5047 40.02 0.01 RECOVERY Pond 2 56.7556 40.02 0.01 RECOVERY Pond 2 57.0017 40.02 0.01 RECOVERY Pond 2 57.2509 40.01 0.01 RECOVERY Pond 2 57.5000 40.01 0.01 RECOVERY Pond 2 57.7510 40.01 0.01 RECOVERY Pond 2 58.0043 40.01 0.00 1836 1D Nodes - Time Series 18 C:\Users\kkornbau\Desktop\ICPR 4\2/11/2025 14:53 Sim Node Name Relative Time [hrs]Stage [ft]Total Outflow Rate [cfs] RECOVERY Pond 2 58.2516 40.01 0.00 RECOVERY Pond 2 58.5070 40.01 0.00 RECOVERY Pond 2 58.7510 40.01 0.00 RECOVERY Pond 2 59.0039 40.01 0.00 RECOVERY Pond 2 59.2515 40.00 0.00 RECOVERY Pond 2 59.5012 40.00 0.00 RECOVERY Pond 2 59.7567 40.00 0.00 RECOVERY Pond 2 60.0038 40.00 0.00 RECOVERY Pond 2 60.2557 40.00 0.00 RECOVERY Pond 2 60.5019 40.00 0.00 RECOVERY Pond 2 60.7551 40.00 0.00 RECOVERY Pond 2 61.0023 40.00 0.00 RECOVERY Pond 2 61.2552 40.00 0.00 RECOVERY Pond 2 61.5026 40.00 0.00 RECOVERY Pond 2 61.7544 40.00 0.00 RECOVERY Pond 2 62.0015 40.00 0.00 RECOVERY Pond 2 62.2534 40.00 0.00 RECOVERY Pond 2 62.5025 40.00 0.00 RECOVERY Pond 2 62.7537 40.00 0.00 RECOVERY Pond 2 63.0021 40.00 0.00 RECOVERY Pond 2 63.2546 40.00 0.00 RECOVERY Pond 2 63.5039 40.00 0.00 RECOVERY Pond 2 63.7504 40.00 0.00 RECOVERY Pond 2 64.0005 40.00 0.00 RECOVERY Pond 2 64.2520 40.00 0.00 RECOVERY Pond 2 64.5042 40.00 0.00 RECOVERY Pond 2 64.7517 40.00 0.00 RECOVERY Pond 2 65.0050 40.00 0.00 RECOVERY Pond 2 65.2576 40.00 0.00 RECOVERY Pond 2 65.5005 40.00 0.00 RECOVERY Pond 2 65.7530 40.00 0.00 RECOVERY Pond 2 66.0037 40.00 0.00 RECOVERY Pond 2 66.2567 40.00 0.00 RECOVERY Pond 2 66.5031 40.00 0.00 RECOVERY Pond 2 66.7552 40.00 0.00 RECOVERY Pond 2 67.0034 40.00 0.00 RECOVERY Pond 2 67.2515 40.00 0.00 RECOVERY Pond 2 67.5013 40.00 0.00 RECOVERY Pond 2 67.7505 40.00 0.00 RECOVERY Pond 2 68.0044 40.00 0.00 RECOVERY Pond 2 68.2517 40.00 0.00 RECOVERY Pond 2 68.5040 40.00 0.00 1837 1D Nodes - Time Series 19 C:\Users\kkornbau\Desktop\ICPR 4\2/11/2025 14:53 Sim Node Name Relative Time [hrs]Stage [ft]Total Outflow Rate [cfs] RECOVERY Pond 2 68.7553 40.00 0.00 RECOVERY Pond 2 69.0061 40.00 0.00 RECOVERY Pond 2 69.2535 40.00 0.00 RECOVERY Pond 2 69.5009 40.00 0.00 RECOVERY Pond 2 69.7577 40.00 0.00 RECOVERY Pond 2 70.0009 40.00 0.00 RECOVERY Pond 2 70.2528 40.00 0.00 RECOVERY Pond 2 70.5051 40.00 0.00 RECOVERY Pond 2 70.7525 40.00 0.00 RECOVERY Pond 2 71.0003 40.00 0.00 RECOVERY Pond 2 71.2550 40.00 0.00 RECOVERY Pond 2 71.5005 40.00 0.00 RECOVERY Pond 2 71.7556 40.00 0.00 RECOVERY Pond 2 72.0006 40.00 0.00 RECOVERY Pond 2 72.2524 40.00 0.00 RECOVERY Pond 2 72.5040 40.00 0.00 RECOVERY Pond 2 72.7569 40.00 0.00 RECOVERY Pond 2 73.0019 40.00 0.00 RECOVERY Pond 2 73.2550 40.00 0.00 RECOVERY Pond 2 73.5028 40.00 0.00 RECOVERY Pond 2 73.7513 40.00 0.00 RECOVERY Pond 2 74.0023 40.00 0.00 RECOVERY Pond 2 74.2544 40.00 0.00 RECOVERY Pond 2 74.5030 40.00 0.00 RECOVERY Pond 2 74.7535 40.00 0.00 RECOVERY Pond 2 75.0004 40.00 0.00 RECOVERY Pond 2 75.2524 40.00 0.00 RECOVERY Pond 2 75.5008 40.00 0.00 RECOVERY Pond 2 75.7504 40.00 0.00 RECOVERY Pond 2 76.0014 40.00 0.00 RECOVERY Pond 2 76.2518 40.00 0.00 RECOVERY Pond 2 76.5020 40.00 0.00 RECOVERY Pond 2 76.7537 40.00 0.00 RECOVERY Pond 2 77.0008 40.00 0.00 RECOVERY Pond 2 77.2541 40.00 0.00 RECOVERY Pond 2 77.5012 40.00 0.00 RECOVERY Pond 2 77.7542 40.00 0.00 RECOVERY Pond 2 78.0023 40.00 0.00 RECOVERY Pond 2 78.2543 40.00 0.00 RECOVERY Pond 2 78.5023 40.00 0.00 RECOVERY Pond 2 78.7542 40.00 0.00 RECOVERY Pond 2 79.0074 40.00 0.00 1838 1D Nodes - Time Series 20 C:\Users\kkornbau\Desktop\ICPR 4\2/11/2025 14:53 Sim Node Name Relative Time [hrs]Stage [ft]Total Outflow Rate [cfs] RECOVERY Pond 2 79.2532 40.00 0.00 RECOVERY Pond 2 79.5023 40.00 0.00 RECOVERY Pond 2 79.7506 40.00 0.00 RECOVERY Pond 2 80.0040 40.00 0.00 RECOVERY Pond 2 80.2560 40.00 0.00 RECOVERY Pond 2 80.5008 40.00 0.00 RECOVERY Pond 2 80.7520 40.00 0.00 RECOVERY Pond 2 81.0017 40.00 0.00 RECOVERY Pond 2 81.2505 40.00 0.00 RECOVERY Pond 2 81.5049 40.00 0.00 RECOVERY Pond 2 81.7509 40.00 0.00 RECOVERY Pond 2 82.0030 40.00 0.00 RECOVERY Pond 2 82.2517 40.00 0.00 RECOVERY Pond 2 82.5032 40.00 0.00 RECOVERY Pond 2 82.7524 40.00 0.00 RECOVERY Pond 2 83.0022 40.00 0.00 RECOVERY Pond 2 83.2567 40.00 0.00 RECOVERY Pond 2 83.5039 40.00 0.00 RECOVERY Pond 2 83.7512 40.00 0.00 RECOVERY Pond 2 84.0025 40.00 0.00 RECOVERY Pond 2 84.2505 40.00 0.00 RECOVERY Pond 2 84.5068 40.00 0.00 RECOVERY Pond 2 84.7530 40.00 0.00 RECOVERY Pond 2 85.0002 40.00 0.00 RECOVERY Pond 2 85.2513 40.00 0.00 RECOVERY Pond 2 85.5037 40.00 0.00 RECOVERY Pond 2 85.7535 40.00 0.00 RECOVERY Pond 2 86.0072 40.00 0.00 RECOVERY Pond 2 86.2505 40.00 0.00 RECOVERY Pond 2 86.5037 40.00 0.00 RECOVERY Pond 2 86.7509 40.00 0.00 RECOVERY Pond 2 87.0052 40.00 0.00 RECOVERY Pond 2 87.2544 40.00 0.00 RECOVERY Pond 2 87.5039 40.00 0.00 RECOVERY Pond 2 87.7541 40.00 0.00 RECOVERY Pond 2 88.0016 40.00 0.00 RECOVERY Pond 2 88.2507 40.00 0.00 RECOVERY Pond 2 88.5063 40.00 0.00 RECOVERY Pond 2 88.7509 40.00 0.00 RECOVERY Pond 2 89.0012 40.00 0.00 RECOVERY Pond 2 89.2513 40.00 0.00 RECOVERY Pond 2 89.5038 40.00 0.00 1839 1D Nodes - Time Series 21 C:\Users\kkornbau\Desktop\ICPR 4\2/11/2025 14:53 Sim Node Name Relative Time [hrs]Stage [ft]Total Outflow Rate [cfs] RECOVERY Pond 2 89.7513 40.00 0.00 RECOVERY Pond 2 90.0035 40.00 0.00 RECOVERY Pond 2 90.2503 40.00 0.00 RECOVERY Pond 2 90.5014 40.00 0.00 RECOVERY Pond 2 90.7530 40.00 0.00 RECOVERY Pond 2 91.0033 40.00 0.00 RECOVERY Pond 2 91.2538 40.00 0.00 RECOVERY Pond 2 91.5048 40.00 0.00 RECOVERY Pond 2 91.7518 40.00 0.00 RECOVERY Pond 2 92.0053 40.00 0.00 RECOVERY Pond 2 92.2524 40.00 0.00 RECOVERY Pond 2 92.5013 40.00 0.00 RECOVERY Pond 2 92.7537 40.00 0.00 RECOVERY Pond 2 93.0072 40.00 0.00 RECOVERY Pond 2 93.2535 40.00 0.00 RECOVERY Pond 2 93.5063 40.00 0.00 RECOVERY Pond 2 93.7509 40.00 0.00 RECOVERY Pond 2 94.0010 40.00 0.00 RECOVERY Pond 2 94.2560 40.00 0.00 RECOVERY Pond 2 94.5104 40.00 0.00 RECOVERY Pond 2 94.7507 40.00 0.00 RECOVERY Pond 2 95.0011 40.00 0.00 RECOVERY Pond 2 95.2523 40.00 0.00 RECOVERY Pond 2 95.5059 40.00 0.00 RECOVERY Pond 2 95.7536 40.00 0.00 RECOVERY Pond 2 96.0022 40.00 0.00 RECOVERY Pond 2 96.2528 40.00 0.00 RECOVERY Pond 2 96.5046 40.00 0.00 RECOVERY Pond 2 96.7522 40.00 0.00 RECOVERY Pond 2 97.0013 40.00 0.00 RECOVERY Pond 2 97.2554 40.00 0.00 RECOVERY Pond 2 97.5027 40.00 0.00 RECOVERY Pond 2 97.7534 40.00 0.00 RECOVERY Pond 2 98.0035 40.00 0.00 RECOVERY Pond 2 98.2517 40.00 0.00 RECOVERY Pond 2 98.5008 40.00 0.00 RECOVERY Pond 2 98.7501 40.00 0.00 RECOVERY Pond 2 99.0024 40.00 0.00 RECOVERY Pond 2 99.2526 40.00 0.00 RECOVERY Pond 2 99.5063 40.00 0.00 RECOVERY Pond 2 99.7535 40.00 0.00 RECOVERY Pond 2 100.0025 40.00 0.00 1840 1D Nodes - Time Series 22 C:\Users\kkornbau\Desktop\ICPR 4\2/11/2025 14:53 Sim Node Name Relative Time [hrs]Stage [ft]Total Outflow Rate [cfs] RECOVERY Pond 2 100.2548 40.00 0.00 RECOVERY Pond 2 100.5041 40.00 0.00 RECOVERY Pond 2 100.7520 40.00 0.00 RECOVERY Pond 2 101.0065 40.00 0.00 RECOVERY Pond 2 101.2569 40.00 0.00 RECOVERY Pond 2 101.5038 40.00 0.00 RECOVERY Pond 2 101.7506 40.00 0.00 RECOVERY Pond 2 102.0030 40.00 0.00 RECOVERY Pond 2 102.2542 40.00 0.00 RECOVERY Pond 2 102.5014 40.00 0.00 RECOVERY Pond 2 102.7540 40.00 0.00 RECOVERY Pond 2 103.0040 40.00 0.00 RECOVERY Pond 2 103.2558 40.00 0.00 RECOVERY Pond 2 103.5028 40.00 0.00 RECOVERY Pond 2 103.7512 40.00 0.00 RECOVERY Pond 2 104.0032 40.00 0.00 RECOVERY Pond 2 104.2503 40.00 0.00 RECOVERY Pond 2 104.5050 40.00 0.00 RECOVERY Pond 2 104.7545 40.00 0.00 RECOVERY Pond 2 105.0016 40.00 0.00 RECOVERY Pond 2 105.2542 40.00 0.00 RECOVERY Pond 2 105.5022 40.00 0.00 RECOVERY Pond 2 105.7528 40.00 0.00 RECOVERY Pond 2 106.0002 40.00 0.00 RECOVERY Pond 2 106.2539 40.00 0.00 RECOVERY Pond 2 106.5039 40.00 0.00 RECOVERY Pond 2 106.7527 40.00 0.00 RECOVERY Pond 2 107.0019 40.00 0.00 RECOVERY Pond 2 107.2509 40.00 0.00 RECOVERY Pond 2 107.5039 40.00 0.00 RECOVERY Pond 2 107.7551 40.00 0.00 RECOVERY Pond 2 108.0038 40.00 0.00 RECOVERY Pond 2 108.2512 40.00 0.00 RECOVERY Pond 2 108.5008 40.00 0.00 RECOVERY Pond 2 108.7522 40.00 0.00 RECOVERY Pond 2 109.0028 40.00 0.00 RECOVERY Pond 2 109.2554 40.00 0.00 RECOVERY Pond 2 109.5006 40.00 0.00 RECOVERY Pond 2 109.7517 40.00 0.00 RECOVERY Pond 2 110.0054 40.00 0.00 RECOVERY Pond 2 110.2503 40.00 0.00 RECOVERY Pond 2 110.5041 40.00 0.00 1841 1D Nodes - Time Series 23 C:\Users\kkornbau\Desktop\ICPR 4\2/11/2025 14:53 Sim Node Name Relative Time [hrs]Stage [ft]Total Outflow Rate [cfs] RECOVERY Pond 2 110.7525 40.00 0.00 RECOVERY Pond 2 111.0005 40.00 0.00 RECOVERY Pond 2 111.2532 40.00 0.00 RECOVERY Pond 2 111.5013 40.00 0.00 RECOVERY Pond 2 111.7517 40.00 0.00 RECOVERY Pond 2 112.0020 40.00 0.00 RECOVERY Pond 2 112.2582 40.00 0.00 RECOVERY Pond 2 112.5021 40.00 0.00 RECOVERY Pond 2 112.7529 40.00 0.00 RECOVERY Pond 2 113.0010 40.00 0.00 RECOVERY Pond 2 113.2528 40.00 0.00 RECOVERY Pond 2 113.5022 40.00 0.00 RECOVERY Pond 2 113.7533 40.00 0.00 RECOVERY Pond 2 114.0009 40.00 0.00 RECOVERY Pond 2 114.2504 40.00 0.00 RECOVERY Pond 2 114.5017 40.00 0.00 RECOVERY Pond 2 114.7507 40.00 0.00 RECOVERY Pond 2 115.0046 40.00 0.00 RECOVERY Pond 2 115.2512 40.00 0.00 RECOVERY Pond 2 115.5036 40.00 0.00 RECOVERY Pond 2 115.7533 40.00 0.00 RECOVERY Pond 2 116.0057 40.00 0.00 RECOVERY Pond 2 116.2516 40.00 0.00 RECOVERY Pond 2 116.5025 40.00 0.00 RECOVERY Pond 2 116.7520 40.00 0.00 RECOVERY Pond 2 117.0059 40.00 0.00 RECOVERY Pond 2 117.2547 40.00 0.00 RECOVERY Pond 2 117.5003 40.00 0.00 RECOVERY Pond 2 117.7521 40.00 0.00 RECOVERY Pond 2 118.0021 40.00 0.00 RECOVERY Pond 2 118.2516 40.00 0.00 RECOVERY Pond 2 118.5029 40.00 0.00 RECOVERY Pond 2 118.7567 40.00 0.00 RECOVERY Pond 2 119.0054 40.00 0.00 RECOVERY Pond 2 119.2505 40.00 0.00 RECOVERY Pond 2 119.5013 40.00 0.00 RECOVERY Pond 2 119.7546 40.00 0.00 RECOVERY Pond 2 120.0011 40.00 0.00 RECOVERYSTORM CHAMBER 0.0000 41.10 0.00 RECOVERYSTORM CHAMBER 0.2506 40.75 1.29 RECOVERYSTORM CHAMBER 0.5003 40.68 1.12 RECOVERYSTORM CHAMBER 0.7506 40.62 0.60 1842 1D Nodes - Time Series 24 C:\Users\kkornbau\Desktop\ICPR 4\2/11/2025 14:53 Sim Node Name Relative Time [hrs]Stage [ft]Total Outflow Rate [cfs] RECOVERYSTORM CHAMBER 1.0000 40.60 0.54 RECOVERYSTORM CHAMBER 1.2509 40.58 0.38 RECOVERYSTORM CHAMBER 1.5001 40.56 0.43 RECOVERYSTORM CHAMBER 1.7510 40.54 0.27 RECOVERYSTORM CHAMBER 2.0026 40.53 0.22 RECOVERYSTORM CHAMBER 2.2513 40.52 0.22 RECOVERYSTORM CHAMBER 2.5010 40.51 0.19 RECOVERYSTORM CHAMBER 2.7501 40.50 0.18 RECOVERYSTORM CHAMBER 3.0006 40.50 0.17 RECOVERYSTORM CHAMBER 3.2503 40.49 0.16 RECOVERYSTORM CHAMBER 3.5032 40.48 0.15 RECOVERYSTORM CHAMBER 3.7509 40.48 0.14 RECOVERYSTORM CHAMBER 4.0036 40.47 0.14 RECOVERYSTORM CHAMBER 4.2515 40.46 0.13 RECOVERYSTORM CHAMBER 4.5007 40.46 0.13 RECOVERYSTORM CHAMBER 4.7506 40.45 0.12 RECOVERYSTORM CHAMBER 5.0034 40.45 0.12 RECOVERYSTORM CHAMBER 5.2506 40.44 0.11 RECOVERYSTORM CHAMBER 5.5001 40.44 0.11 RECOVERYSTORM CHAMBER 5.7514 40.43 0.11 RECOVERYSTORM CHAMBER 6.0001 40.43 0.10 RECOVERYSTORM CHAMBER 6.2539 40.42 0.10 RECOVERYSTORM CHAMBER 6.5024 40.42 0.10 RECOVERYSTORM CHAMBER 6.7536 40.41 0.10 RECOVERYSTORM CHAMBER 7.0025 40.41 0.09 RECOVERYSTORM CHAMBER 7.2526 40.41 0.09 RECOVERYSTORM CHAMBER 7.5022 40.40 0.09 RECOVERYSTORM CHAMBER 7.7509 40.40 0.09 RECOVERYSTORM CHAMBER 8.0012 40.39 0.08 RECOVERYSTORM CHAMBER 8.2529 40.39 0.08 RECOVERYSTORM CHAMBER 8.5043 40.39 0.08 RECOVERYSTORM CHAMBER 8.7504 40.38 0.08 RECOVERYSTORM CHAMBER 9.0037 40.38 0.08 RECOVERYSTORM CHAMBER 9.2512 40.38 0.08 RECOVERYSTORM CHAMBER 9.5001 40.37 0.08 RECOVERYSTORM CHAMBER 9.7515 40.37 0.07 RECOVERYSTORM CHAMBER 10.0002 40.37 0.07 RECOVERYSTORM CHAMBER 10.2502 40.36 0.07 RECOVERYSTORM CHAMBER 10.5008 40.36 0.07 RECOVERYSTORM CHAMBER 10.7553 40.36 0.07 RECOVERYSTORM CHAMBER 11.0053 40.35 0.07 RECOVERYSTORM CHAMBER 11.2547 40.35 0.07 1843 1D Nodes - Time Series 25 C:\Users\kkornbau\Desktop\ICPR 4\2/11/2025 14:53 Sim Node Name Relative Time [hrs]Stage [ft]Total Outflow Rate [cfs] RECOVERYSTORM CHAMBER 11.5039 40.35 0.07 RECOVERYSTORM CHAMBER 11.7501 40.34 0.07 RECOVERYSTORM CHAMBER 12.0022 40.34 0.07 RECOVERYSTORM CHAMBER 12.2518 40.34 0.06 RECOVERYSTORM CHAMBER 12.5036 40.33 0.06 RECOVERYSTORM CHAMBER 12.7510 40.33 0.06 RECOVERYSTORM CHAMBER 13.0000 40.33 0.06 RECOVERYSTORM CHAMBER 13.2531 40.33 0.06 RECOVERYSTORM CHAMBER 13.5018 40.32 0.06 RECOVERYSTORM CHAMBER 13.7507 40.32 0.06 RECOVERYSTORM CHAMBER 14.0037 40.32 0.06 RECOVERYSTORM CHAMBER 14.2539 40.31 0.06 RECOVERYSTORM CHAMBER 14.5037 40.31 0.06 RECOVERYSTORM CHAMBER 14.7505 40.31 0.06 RECOVERYSTORM CHAMBER 15.0045 40.31 0.06 RECOVERYSTORM CHAMBER 15.2535 40.30 0.06 RECOVERYSTORM CHAMBER 15.5033 40.30 0.06 RECOVERYSTORM CHAMBER 15.7518 40.30 0.05 RECOVERYSTORM CHAMBER 16.0009 40.30 0.05 RECOVERYSTORM CHAMBER 16.2534 40.29 0.05 RECOVERYSTORM CHAMBER 16.5040 40.29 0.05 RECOVERYSTORM CHAMBER 16.7519 40.29 0.05 RECOVERYSTORM CHAMBER 17.0036 40.29 0.05 RECOVERYSTORM CHAMBER 17.2514 40.28 0.05 RECOVERYSTORM CHAMBER 17.5006 40.28 0.05 RECOVERYSTORM CHAMBER 17.7580 40.28 0.05 RECOVERYSTORM CHAMBER 18.0023 40.28 0.05 RECOVERYSTORM CHAMBER 18.2545 40.27 0.05 RECOVERYSTORM CHAMBER 18.5003 40.27 0.05 RECOVERYSTORM CHAMBER 18.7519 40.27 0.05 RECOVERYSTORM CHAMBER 19.0023 40.27 0.05 RECOVERYSTORM CHAMBER 19.2501 40.26 0.05 RECOVERYSTORM CHAMBER 19.5012 40.26 0.05 RECOVERYSTORM CHAMBER 19.7524 40.26 0.05 RECOVERYSTORM CHAMBER 20.0035 40.26 0.05 RECOVERYSTORM CHAMBER 20.2536 40.25 0.05 RECOVERYSTORM CHAMBER 20.5044 40.25 0.04 RECOVERYSTORM CHAMBER 20.7500 40.25 0.05 RECOVERYSTORM CHAMBER 21.0043 40.25 0.04 RECOVERYSTORM CHAMBER 21.2515 40.25 0.04 RECOVERYSTORM CHAMBER 21.5010 40.24 0.04 RECOVERYSTORM CHAMBER 21.7511 40.24 0.04 1844 1D Nodes - Time Series 26 C:\Users\kkornbau\Desktop\ICPR 4\2/11/2025 14:53 Sim Node Name Relative Time [hrs]Stage [ft]Total Outflow Rate [cfs] RECOVERYSTORM CHAMBER 22.0003 40.24 0.04 RECOVERYSTORM CHAMBER 22.2548 40.24 0.04 RECOVERYSTORM CHAMBER 22.5027 40.24 0.04 RECOVERYSTORM CHAMBER 22.7568 40.23 0.04 RECOVERYSTORM CHAMBER 23.0025 40.23 0.04 RECOVERYSTORM CHAMBER 23.2534 40.23 0.04 RECOVERYSTORM CHAMBER 23.5040 40.23 0.04 RECOVERYSTORM CHAMBER 23.7501 40.22 0.04 RECOVERYSTORM CHAMBER 24.0009 40.22 0.04 RECOVERYSTORM CHAMBER 24.2516 40.22 0.04 RECOVERYSTORM CHAMBER 24.5016 40.22 0.04 RECOVERYSTORM CHAMBER 24.7532 40.22 0.04 RECOVERYSTORM CHAMBER 25.0002 40.21 0.04 RECOVERYSTORM CHAMBER 25.2506 40.21 0.04 RECOVERYSTORM CHAMBER 25.5037 40.21 0.04 RECOVERYSTORM CHAMBER 25.7531 40.21 0.04 RECOVERYSTORM CHAMBER 26.0063 40.21 0.04 RECOVERYSTORM CHAMBER 26.2590 40.20 0.04 RECOVERYSTORM CHAMBER 26.5071 40.20 0.04 RECOVERYSTORM CHAMBER 26.7543 40.20 0.04 RECOVERYSTORM CHAMBER 27.0066 40.20 0.04 RECOVERYSTORM CHAMBER 27.2529 40.20 0.04 RECOVERYSTORM CHAMBER 27.5005 40.20 0.04 RECOVERYSTORM CHAMBER 27.7509 40.19 0.04 RECOVERYSTORM CHAMBER 28.0058 40.19 0.04 RECOVERYSTORM CHAMBER 28.2501 40.19 0.04 RECOVERYSTORM CHAMBER 28.5018 40.19 0.04 RECOVERYSTORM CHAMBER 28.7551 40.19 0.04 RECOVERYSTORM CHAMBER 29.0017 40.18 0.04 RECOVERYSTORM CHAMBER 29.2553 40.18 0.03 RECOVERYSTORM CHAMBER 29.5062 40.18 0.03 RECOVERYSTORM CHAMBER 29.7509 40.18 0.04 RECOVERYSTORM CHAMBER 30.0084 40.18 0.04 RECOVERYSTORM CHAMBER 30.2504 40.18 0.03 RECOVERYSTORM CHAMBER 30.5069 40.17 0.03 RECOVERYSTORM CHAMBER 30.7572 40.17 0.03 RECOVERYSTORM CHAMBER 31.0048 40.17 0.03 RECOVERYSTORM CHAMBER 31.2509 40.17 0.03 RECOVERYSTORM CHAMBER 31.5063 40.17 0.03 RECOVERYSTORM CHAMBER 31.7513 40.17 0.03 RECOVERYSTORM CHAMBER 32.0009 40.16 0.03 RECOVERYSTORM CHAMBER 32.2502 40.16 0.03 1845 1D Nodes - Time Series 27 C:\Users\kkornbau\Desktop\ICPR 4\2/11/2025 14:53 Sim Node Name Relative Time [hrs]Stage [ft]Total Outflow Rate [cfs] RECOVERYSTORM CHAMBER 32.5024 40.16 0.03 RECOVERYSTORM CHAMBER 32.7543 40.16 0.03 RECOVERYSTORM CHAMBER 33.0020 40.16 0.03 RECOVERYSTORM CHAMBER 33.2562 40.16 0.03 RECOVERYSTORM CHAMBER 33.5007 40.15 0.03 RECOVERYSTORM CHAMBER 33.7505 40.15 0.03 RECOVERYSTORM CHAMBER 34.0057 40.15 0.03 RECOVERYSTORM CHAMBER 34.2533 40.15 0.03 RECOVERYSTORM CHAMBER 34.5098 40.15 0.03 RECOVERYSTORM CHAMBER 34.7527 40.15 0.03 RECOVERYSTORM CHAMBER 35.0001 40.14 0.03 RECOVERYSTORM CHAMBER 35.2570 40.14 0.03 RECOVERYSTORM CHAMBER 35.5107 40.14 0.03 RECOVERYSTORM CHAMBER 35.7598 40.14 0.03 RECOVERYSTORM CHAMBER 36.0040 40.14 0.03 RECOVERYSTORM CHAMBER 36.2528 40.14 0.03 RECOVERYSTORM CHAMBER 36.5027 40.13 0.03 RECOVERYSTORM CHAMBER 36.7544 40.13 0.03 RECOVERYSTORM CHAMBER 37.0082 40.13 0.03 RECOVERYSTORM CHAMBER 37.2515 40.13 0.03 RECOVERYSTORM CHAMBER 37.5050 40.13 0.03 RECOVERYSTORM CHAMBER 37.7578 40.13 0.03 RECOVERYSTORM CHAMBER 38.0028 40.12 0.03 RECOVERYSTORM CHAMBER 38.2500 40.12 0.03 RECOVERYSTORM CHAMBER 38.5006 40.12 0.03 RECOVERYSTORM CHAMBER 38.7534 40.12 0.03 RECOVERYSTORM CHAMBER 39.0062 40.12 0.03 RECOVERYSTORM CHAMBER 39.2532 40.12 0.03 RECOVERYSTORM CHAMBER 39.5025 40.12 0.03 RECOVERYSTORM CHAMBER 39.7512 40.11 0.03 RECOVERYSTORM CHAMBER 40.0032 40.11 0.03 RECOVERYSTORM CHAMBER 40.2535 40.11 0.03 RECOVERYSTORM CHAMBER 40.5023 40.11 0.03 RECOVERYSTORM CHAMBER 40.7550 40.11 0.03 RECOVERYSTORM CHAMBER 41.0056 40.11 0.03 RECOVERYSTORM CHAMBER 41.2574 40.11 0.03 RECOVERYSTORM CHAMBER 41.5058 40.10 0.03 RECOVERYSTORM CHAMBER 41.7566 40.10 0.03 RECOVERYSTORM CHAMBER 42.0041 40.10 0.03 RECOVERYSTORM CHAMBER 42.2522 40.10 0.03 RECOVERYSTORM CHAMBER 42.5031 40.10 0.03 RECOVERYSTORM CHAMBER 42.7517 40.10 0.03 1846 1D Nodes - Time Series 28 C:\Users\kkornbau\Desktop\ICPR 4\2/11/2025 14:53 Sim Node Name Relative Time [hrs]Stage [ft]Total Outflow Rate [cfs] RECOVERYSTORM CHAMBER 43.0011 40.10 0.03 RECOVERYSTORM CHAMBER 43.2573 40.09 0.03 RECOVERYSTORM CHAMBER 43.5045 40.09 0.03 RECOVERYSTORM CHAMBER 43.7549 40.09 0.03 RECOVERYSTORM CHAMBER 44.0022 40.09 0.03 RECOVERYSTORM CHAMBER 44.2506 40.09 0.03 RECOVERYSTORM CHAMBER 44.5054 40.09 0.03 RECOVERYSTORM CHAMBER 44.7505 40.09 0.03 RECOVERYSTORM CHAMBER 45.0072 40.08 0.03 RECOVERYSTORM CHAMBER 45.2520 40.08 0.03 RECOVERYSTORM CHAMBER 45.5009 40.08 0.03 RECOVERYSTORM CHAMBER 45.7538 40.08 0.03 RECOVERYSTORM CHAMBER 46.0015 40.08 0.02 RECOVERYSTORM CHAMBER 46.2502 40.08 0.02 RECOVERYSTORM CHAMBER 46.5029 40.08 0.02 RECOVERYSTORM CHAMBER 46.7508 40.07 0.02 RECOVERYSTORM CHAMBER 47.0005 40.07 0.02 RECOVERYSTORM CHAMBER 47.2537 40.07 0.02 RECOVERYSTORM CHAMBER 47.5043 40.07 0.02 RECOVERYSTORM CHAMBER 47.7561 40.07 0.02 RECOVERYSTORM CHAMBER 48.0094 40.07 0.02 RECOVERYSTORM CHAMBER 48.2507 40.07 0.02 RECOVERYSTORM CHAMBER 48.5043 40.06 0.02 RECOVERYSTORM CHAMBER 48.7500 40.06 0.02 RECOVERYSTORM CHAMBER 49.0008 40.06 0.02 RECOVERYSTORM CHAMBER 49.2513 40.06 0.02 RECOVERYSTORM CHAMBER 49.5033 40.06 0.02 RECOVERYSTORM CHAMBER 49.7518 40.06 0.02 RECOVERYSTORM CHAMBER 50.0039 40.06 0.02 RECOVERYSTORM CHAMBER 50.2533 40.05 0.02 RECOVERYSTORM CHAMBER 50.5023 40.05 0.02 RECOVERYSTORM CHAMBER 50.7528 40.05 0.02 RECOVERYSTORM CHAMBER 51.0020 40.05 0.02 RECOVERYSTORM CHAMBER 51.2547 40.05 0.02 RECOVERYSTORM CHAMBER 51.5020 40.05 0.02 RECOVERYSTORM CHAMBER 51.7504 40.05 0.02 RECOVERYSTORM CHAMBER 52.0024 40.04 0.02 RECOVERYSTORM CHAMBER 52.2537 40.04 0.02 RECOVERYSTORM CHAMBER 52.5045 40.04 0.02 RECOVERYSTORM CHAMBER 52.7526 40.04 0.02 RECOVERYSTORM CHAMBER 53.0059 40.04 0.02 RECOVERYSTORM CHAMBER 53.2521 40.04 0.02 1847 1D Nodes - Time Series 29 C:\Users\kkornbau\Desktop\ICPR 4\2/11/2025 14:53 Sim Node Name Relative Time [hrs]Stage [ft]Total Outflow Rate [cfs] RECOVERYSTORM CHAMBER 53.5037 40.04 0.02 RECOVERYSTORM CHAMBER 53.7560 40.03 0.02 RECOVERYSTORM CHAMBER 54.0015 40.03 0.02 RECOVERYSTORM CHAMBER 54.2523 40.03 0.02 RECOVERYSTORM CHAMBER 54.5007 40.03 0.02 RECOVERYSTORM CHAMBER 54.7511 40.03 0.02 RECOVERYSTORM CHAMBER 55.0066 40.03 0.02 RECOVERYSTORM CHAMBER 55.2511 40.02 0.02 RECOVERYSTORM CHAMBER 55.5018 40.02 0.02 RECOVERYSTORM CHAMBER 55.7546 40.02 0.02 RECOVERYSTORM CHAMBER 56.0049 40.02 0.02 RECOVERYSTORM CHAMBER 56.2505 40.02 0.02 RECOVERYSTORM CHAMBER 56.5047 40.02 0.02 RECOVERYSTORM CHAMBER 56.7556 40.01 0.02 RECOVERYSTORM CHAMBER 57.0017 40.01 0.02 RECOVERYSTORM CHAMBER 57.2509 40.01 0.02 RECOVERYSTORM CHAMBER 57.5000 40.01 0.02 RECOVERYSTORM CHAMBER 57.7510 40.01 0.02 RECOVERYSTORM CHAMBER 58.0043 40.01 0.02 RECOVERYSTORM CHAMBER 58.2516 40.00 0.02 RECOVERYSTORM CHAMBER 58.5070 40.00 0.02 RECOVERYSTORM CHAMBER 58.7510 40.00 0.02 RECOVERYSTORM CHAMBER 59.0039 40.00 0.02 RECOVERYSTORM CHAMBER 59.2515 40.00 0.02 RECOVERYSTORM CHAMBER 59.5012 40.00 0.02 RECOVERYSTORM CHAMBER 59.7567 39.99 0.02 RECOVERYSTORM CHAMBER 60.0038 39.99 0.02 RECOVERYSTORM CHAMBER 60.2557 39.99 0.02 RECOVERYSTORM CHAMBER 60.5019 39.99 0.02 RECOVERYSTORM CHAMBER 60.7551 39.99 0.02 RECOVERYSTORM CHAMBER 61.0023 39.99 0.02 RECOVERYSTORM CHAMBER 61.2552 39.98 0.02 RECOVERYSTORM CHAMBER 61.5026 39.98 0.02 RECOVERYSTORM CHAMBER 61.7544 39.98 0.02 RECOVERYSTORM CHAMBER 62.0015 39.98 0.02 RECOVERYSTORM CHAMBER 62.2534 39.98 0.02 RECOVERYSTORM CHAMBER 62.5025 39.97 0.02 RECOVERYSTORM CHAMBER 62.7537 39.97 0.02 RECOVERYSTORM CHAMBER 63.0021 39.97 0.02 RECOVERYSTORM CHAMBER 63.2546 39.97 0.02 RECOVERYSTORM CHAMBER 63.5039 39.97 0.02 RECOVERYSTORM CHAMBER 63.7504 39.97 0.02 1848 1D Nodes - Time Series 30 C:\Users\kkornbau\Desktop\ICPR 4\2/11/2025 14:53 Sim Node Name Relative Time [hrs]Stage [ft]Total Outflow Rate [cfs] RECOVERYSTORM CHAMBER 64.0005 39.96 0.02 RECOVERYSTORM CHAMBER 64.2520 39.96 0.02 RECOVERYSTORM CHAMBER 64.5042 39.96 0.02 RECOVERYSTORM CHAMBER 64.7517 39.96 0.02 RECOVERYSTORM CHAMBER 65.0050 39.96 0.02 RECOVERYSTORM CHAMBER 65.2576 39.95 0.02 RECOVERYSTORM CHAMBER 65.5005 39.95 0.02 RECOVERYSTORM CHAMBER 65.7530 39.95 0.02 RECOVERYSTORM CHAMBER 66.0037 39.95 0.02 RECOVERYSTORM CHAMBER 66.2567 39.95 0.02 RECOVERYSTORM CHAMBER 66.5031 39.95 0.02 RECOVERYSTORM CHAMBER 66.7552 39.94 0.02 RECOVERYSTORM CHAMBER 67.0034 39.94 0.02 RECOVERYSTORM CHAMBER 67.2515 39.94 0.02 RECOVERYSTORM CHAMBER 67.5013 39.94 0.02 RECOVERYSTORM CHAMBER 67.7505 39.94 0.02 RECOVERYSTORM CHAMBER 68.0044 39.93 0.02 RECOVERYSTORM CHAMBER 68.2517 39.93 0.01 RECOVERYSTORM CHAMBER 68.5040 39.93 0.01 RECOVERYSTORM CHAMBER 68.7553 39.93 0.01 RECOVERYSTORM CHAMBER 69.0061 39.93 0.01 RECOVERYSTORM CHAMBER 69.2535 39.93 0.01 RECOVERYSTORM CHAMBER 69.5009 39.92 0.01 RECOVERYSTORM CHAMBER 69.7577 39.92 0.02 RECOVERYSTORM CHAMBER 70.0009 39.92 0.01 RECOVERYSTORM CHAMBER 70.2528 39.92 0.01 RECOVERYSTORM CHAMBER 70.5051 39.92 0.01 RECOVERYSTORM CHAMBER 70.7525 39.92 0.01 RECOVERYSTORM CHAMBER 71.0003 39.91 0.01 RECOVERYSTORM CHAMBER 71.2550 39.91 0.01 RECOVERYSTORM CHAMBER 71.5005 39.91 0.01 RECOVERYSTORM CHAMBER 71.7556 39.91 0.01 RECOVERYSTORM CHAMBER 72.0006 39.91 0.02 RECOVERYSTORM CHAMBER 72.2524 39.91 0.01 RECOVERYSTORM CHAMBER 72.5040 39.90 0.01 RECOVERYSTORM CHAMBER 72.7569 39.90 0.01 RECOVERYSTORM CHAMBER 73.0019 39.90 0.01 RECOVERYSTORM CHAMBER 73.2550 39.90 0.00 RECOVERYSTORM CHAMBER 73.5028 39.90 0.00 RECOVERYSTORM CHAMBER 73.7513 39.90 0.00 RECOVERYSTORM CHAMBER 74.0023 39.90 0.00 RECOVERYSTORM CHAMBER 74.2544 39.90 0.00 1849 1D Nodes - Time Series 31 C:\Users\kkornbau\Desktop\ICPR 4\2/11/2025 14:53 Sim Node Name Relative Time [hrs]Stage [ft]Total Outflow Rate [cfs] RECOVERYSTORM CHAMBER 74.5030 39.90 0.00 RECOVERYSTORM CHAMBER 74.7535 39.90 0.00 RECOVERYSTORM CHAMBER 75.0004 39.90 0.00 RECOVERYSTORM CHAMBER 75.2524 39.90 0.00 RECOVERYSTORM CHAMBER 75.5008 39.90 0.00 RECOVERYSTORM CHAMBER 75.7504 39.90 0.00 RECOVERYSTORM CHAMBER 76.0014 39.90 0.00 RECOVERYSTORM CHAMBER 76.2518 39.90 0.00 RECOVERYSTORM CHAMBER 76.5020 39.90 0.00 RECOVERYSTORM CHAMBER 76.7537 39.90 0.00 RECOVERYSTORM CHAMBER 77.0008 39.90 0.00 RECOVERYSTORM CHAMBER 77.2541 39.90 0.00 RECOVERYSTORM CHAMBER 77.5012 39.90 0.00 RECOVERYSTORM CHAMBER 77.7542 39.90 0.00 RECOVERYSTORM CHAMBER 78.0023 39.90 0.00 RECOVERYSTORM CHAMBER 78.2543 39.90 0.00 RECOVERYSTORM CHAMBER 78.5023 39.90 0.00 RECOVERYSTORM CHAMBER 78.7542 39.90 0.00 RECOVERYSTORM CHAMBER 79.0074 39.90 0.00 RECOVERYSTORM CHAMBER 79.2532 39.90 0.00 RECOVERYSTORM CHAMBER 79.5023 39.90 0.00 RECOVERYSTORM CHAMBER 79.7506 39.90 0.00 RECOVERYSTORM CHAMBER 80.0040 39.90 0.00 RECOVERYSTORM CHAMBER 80.2560 39.90 0.00 RECOVERYSTORM CHAMBER 80.5008 39.90 0.00 RECOVERYSTORM CHAMBER 80.7520 39.90 0.00 RECOVERYSTORM CHAMBER 81.0017 39.90 0.00 RECOVERYSTORM CHAMBER 81.2505 39.90 0.00 RECOVERYSTORM CHAMBER 81.5049 39.90 0.00 RECOVERYSTORM CHAMBER 81.7509 39.90 0.00 RECOVERYSTORM CHAMBER 82.0030 39.90 0.00 RECOVERYSTORM CHAMBER 82.2517 39.90 0.00 RECOVERYSTORM CHAMBER 82.5032 39.90 0.00 RECOVERYSTORM CHAMBER 82.7524 39.90 0.00 RECOVERYSTORM CHAMBER 83.0022 39.90 0.00 RECOVERYSTORM CHAMBER 83.2567 39.90 0.00 RECOVERYSTORM CHAMBER 83.5039 39.90 0.00 RECOVERYSTORM CHAMBER 83.7512 39.90 0.00 RECOVERYSTORM CHAMBER 84.0025 39.90 0.00 RECOVERYSTORM CHAMBER 84.2505 39.90 0.00 RECOVERYSTORM CHAMBER 84.5068 39.90 0.00 RECOVERYSTORM CHAMBER 84.7530 39.90 0.00 1850 1D Nodes - Time Series 32 C:\Users\kkornbau\Desktop\ICPR 4\2/11/2025 14:53 Sim Node Name Relative Time [hrs]Stage [ft]Total Outflow Rate [cfs] RECOVERYSTORM CHAMBER 85.0002 39.90 0.00 RECOVERYSTORM CHAMBER 85.2513 39.90 0.00 RECOVERYSTORM CHAMBER 85.5037 39.90 0.00 RECOVERYSTORM CHAMBER 85.7535 39.90 0.00 RECOVERYSTORM CHAMBER 86.0072 39.90 0.00 RECOVERYSTORM CHAMBER 86.2505 39.90 0.00 RECOVERYSTORM CHAMBER 86.5037 39.90 0.00 RECOVERYSTORM CHAMBER 86.7509 39.90 0.00 RECOVERYSTORM CHAMBER 87.0052 39.90 0.00 RECOVERYSTORM CHAMBER 87.2544 39.90 0.00 RECOVERYSTORM CHAMBER 87.5039 39.90 0.00 RECOVERYSTORM CHAMBER 87.7541 39.90 0.00 RECOVERYSTORM CHAMBER 88.0016 39.90 0.00 RECOVERYSTORM CHAMBER 88.2507 39.90 0.00 RECOVERYSTORM CHAMBER 88.5063 39.90 0.00 RECOVERYSTORM CHAMBER 88.7509 39.90 0.00 RECOVERYSTORM CHAMBER 89.0012 39.90 0.00 RECOVERYSTORM CHAMBER 89.2513 39.90 0.00 RECOVERYSTORM CHAMBER 89.5038 39.90 0.00 RECOVERYSTORM CHAMBER 89.7513 39.90 0.00 RECOVERYSTORM CHAMBER 90.0035 39.90 0.00 RECOVERYSTORM CHAMBER 90.2503 39.90 0.00 RECOVERYSTORM CHAMBER 90.5014 39.90 0.00 RECOVERYSTORM CHAMBER 90.7530 39.90 0.00 RECOVERYSTORM CHAMBER 91.0033 39.90 0.00 RECOVERYSTORM CHAMBER 91.2538 39.90 0.00 RECOVERYSTORM CHAMBER 91.5048 39.90 0.00 RECOVERYSTORM CHAMBER 91.7518 39.90 0.00 RECOVERYSTORM CHAMBER 92.0053 39.90 0.00 RECOVERYSTORM CHAMBER 92.2524 39.90 0.00 RECOVERYSTORM CHAMBER 92.5013 39.90 0.00 RECOVERYSTORM CHAMBER 92.7537 39.90 0.00 RECOVERYSTORM CHAMBER 93.0072 39.90 0.00 RECOVERYSTORM CHAMBER 93.2535 39.90 0.00 RECOVERYSTORM CHAMBER 93.5063 39.90 0.00 RECOVERYSTORM CHAMBER 93.7509 39.90 0.00 RECOVERYSTORM CHAMBER 94.0010 39.90 0.00 RECOVERYSTORM CHAMBER 94.2560 39.90 0.00 RECOVERYSTORM CHAMBER 94.5104 39.90 0.00 RECOVERYSTORM CHAMBER 94.7507 39.90 0.00 RECOVERYSTORM CHAMBER 95.0011 39.90 0.00 RECOVERYSTORM CHAMBER 95.2523 39.90 0.00 1851 1D Nodes - Time Series 33 C:\Users\kkornbau\Desktop\ICPR 4\2/11/2025 14:53 Sim Node Name Relative Time [hrs]Stage [ft]Total Outflow Rate [cfs] RECOVERYSTORM CHAMBER 95.5059 39.90 0.00 RECOVERYSTORM CHAMBER 95.7536 39.90 0.00 RECOVERYSTORM CHAMBER 96.0022 39.90 0.00 RECOVERYSTORM CHAMBER 96.2528 39.90 0.00 RECOVERYSTORM CHAMBER 96.5046 39.90 0.00 RECOVERYSTORM CHAMBER 96.7522 39.90 0.00 RECOVERYSTORM CHAMBER 97.0013 39.90 0.00 RECOVERYSTORM CHAMBER 97.2554 39.90 0.00 RECOVERYSTORM CHAMBER 97.5027 39.90 0.00 RECOVERYSTORM CHAMBER 97.7534 39.90 0.00 RECOVERYSTORM CHAMBER 98.0035 39.90 0.00 RECOVERYSTORM CHAMBER 98.2517 39.90 0.00 RECOVERYSTORM CHAMBER 98.5008 39.90 0.00 RECOVERYSTORM CHAMBER 98.7501 39.90 0.00 RECOVERYSTORM CHAMBER 99.0024 39.90 0.00 RECOVERYSTORM CHAMBER 99.2526 39.90 0.00 RECOVERYSTORM CHAMBER 99.5063 39.90 0.00 RECOVERYSTORM CHAMBER 99.7535 39.90 0.00 RECOVERYSTORM CHAMBER 100.0025 39.90 0.00 RECOVERYSTORM CHAMBER 100.2548 39.90 0.00 RECOVERYSTORM CHAMBER 100.5041 39.90 0.00 RECOVERYSTORM CHAMBER 100.7520 39.90 0.00 RECOVERYSTORM CHAMBER 101.0065 39.90 0.00 RECOVERYSTORM CHAMBER 101.2569 39.90 0.00 RECOVERYSTORM CHAMBER 101.5038 39.90 0.00 RECOVERYSTORM CHAMBER 101.7506 39.90 0.00 RECOVERYSTORM CHAMBER 102.0030 39.90 0.00 RECOVERYSTORM CHAMBER 102.2542 39.90 0.00 RECOVERYSTORM CHAMBER 102.5014 39.90 0.00 RECOVERYSTORM CHAMBER 102.7540 39.90 0.00 RECOVERYSTORM CHAMBER 103.0040 39.90 0.00 RECOVERYSTORM CHAMBER 103.2558 39.90 0.00 RECOVERYSTORM CHAMBER 103.5028 39.90 0.00 RECOVERYSTORM CHAMBER 103.7512 39.90 0.00 RECOVERYSTORM CHAMBER 104.0032 39.90 0.00 RECOVERYSTORM CHAMBER 104.2503 39.90 0.00 RECOVERYSTORM CHAMBER 104.5050 39.90 0.00 RECOVERYSTORM CHAMBER 104.7545 39.90 0.00 RECOVERYSTORM CHAMBER 105.0016 39.90 0.00 RECOVERYSTORM CHAMBER 105.2542 39.90 0.00 RECOVERYSTORM CHAMBER 105.5022 39.90 0.00 RECOVERYSTORM CHAMBER 105.7528 39.90 0.00 1852 1D Nodes - Time Series 34 C:\Users\kkornbau\Desktop\ICPR 4\2/11/2025 14:53 Sim Node Name Relative Time [hrs]Stage [ft]Total Outflow Rate [cfs] RECOVERYSTORM CHAMBER 106.0002 39.90 0.00 RECOVERYSTORM CHAMBER 106.2539 39.90 0.00 RECOVERYSTORM CHAMBER 106.5039 39.90 0.00 RECOVERYSTORM CHAMBER 106.7527 39.90 0.00 RECOVERYSTORM CHAMBER 107.0019 39.90 0.00 RECOVERYSTORM CHAMBER 107.2509 39.90 0.00 RECOVERYSTORM CHAMBER 107.5039 39.90 0.00 RECOVERYSTORM CHAMBER 107.7551 39.90 0.00 RECOVERYSTORM CHAMBER 108.0038 39.90 0.00 RECOVERYSTORM CHAMBER 108.2512 39.90 0.00 RECOVERYSTORM CHAMBER 108.5008 39.90 0.00 RECOVERYSTORM CHAMBER 108.7522 39.90 0.00 RECOVERYSTORM CHAMBER 109.0028 39.90 0.00 RECOVERYSTORM CHAMBER 109.2554 39.90 0.00 RECOVERYSTORM CHAMBER 109.5006 39.90 0.00 RECOVERYSTORM CHAMBER 109.7517 39.90 0.00 RECOVERYSTORM CHAMBER 110.0054 39.90 0.00 RECOVERYSTORM CHAMBER 110.2503 39.90 0.00 RECOVERYSTORM CHAMBER 110.5041 39.90 0.00 RECOVERYSTORM CHAMBER 110.7525 39.90 0.00 RECOVERYSTORM CHAMBER 111.0005 39.90 0.00 RECOVERYSTORM CHAMBER 111.2532 39.90 0.00 RECOVERYSTORM CHAMBER 111.5013 39.90 0.00 RECOVERYSTORM CHAMBER 111.7517 39.90 0.00 RECOVERYSTORM CHAMBER 112.0020 39.90 0.00 RECOVERYSTORM CHAMBER 112.2582 39.90 0.00 RECOVERYSTORM CHAMBER 112.5021 39.90 0.00 RECOVERYSTORM CHAMBER 112.7529 39.90 0.00 RECOVERYSTORM CHAMBER 113.0010 39.90 0.00 RECOVERYSTORM CHAMBER 113.2528 39.90 0.00 RECOVERYSTORM CHAMBER 113.5022 39.90 0.00 RECOVERYSTORM CHAMBER 113.7533 39.90 0.00 RECOVERYSTORM CHAMBER 114.0009 39.90 0.00 RECOVERYSTORM CHAMBER 114.2504 39.90 0.00 RECOVERYSTORM CHAMBER 114.5017 39.90 0.00 RECOVERYSTORM CHAMBER 114.7507 39.90 0.00 RECOVERYSTORM CHAMBER 115.0046 39.90 0.00 RECOVERYSTORM CHAMBER 115.2512 39.90 0.00 RECOVERYSTORM CHAMBER 115.5036 39.90 0.00 RECOVERYSTORM CHAMBER 115.7533 39.90 0.00 RECOVERYSTORM CHAMBER 116.0057 39.90 0.00 RECOVERYSTORM CHAMBER 116.2516 39.90 0.00 1853 1D Nodes - Time Series 35 C:\Users\kkornbau\Desktop\ICPR 4\2/11/2025 14:53 Sim Node Name Relative Time [hrs]Stage [ft]Total Outflow Rate [cfs] RECOVERYSTORM CHAMBER 116.5025 39.90 0.00 RECOVERYSTORM CHAMBER 116.7520 39.90 0.00 RECOVERYSTORM CHAMBER 117.0059 39.90 0.00 RECOVERYSTORM CHAMBER 117.2547 39.90 0.00 RECOVERYSTORM CHAMBER 117.5003 39.90 0.00 RECOVERYSTORM CHAMBER 117.7521 39.90 0.00 RECOVERYSTORM CHAMBER 118.0021 39.90 0.00 RECOVERYSTORM CHAMBER 118.2516 39.90 0.00 RECOVERYSTORM CHAMBER 118.5029 39.90 0.00 RECOVERYSTORM CHAMBER 118.7567 39.90 0.00 RECOVERYSTORM CHAMBER 119.0054 39.90 0.00 RECOVERYSTORM CHAMBER 119.2505 39.90 0.00 RECOVERYSTORM CHAMBER 119.5013 39.90 0.00 RECOVERYSTORM CHAMBER 119.7546 39.90 0.00 RECOVERYSTORM CHAMBER 120.0011 39.90 0.00 1854 PROJECT:Sutton Crossings PROJECT #:FLA240162.00 K Value Calculations Pond 1 42.30 40.00 40.00 34.00 LTotal is the total perimeter LWalled is the total perimeter LUnwalled is the total perimeter LTotal (Ft)480 LTotal (Ft)480 LUnwalled (Ft)0 LUnwalled (Ft)0 LWalled (Ft)480 LWalled (Ft)480 h1 (Ft)8.30 h1 (Ft)8.3 h2 (Ft)6 h2 (Ft)6 kh (Ft/day)22.5 kv (Ft/day)14 kavg (Ft/day)16.27 kavg (Ft/day)10.12 1855 PROJECT:Sutton Crossings PROJECT #:FLA240162.00 K Value Calculations Basin 1 42.30 40.00 40.00 36.00 LTotal is the total perimeter LWalled is the total perimeter LUnwalled is the total perimeter LTotal (Ft)277 LTotal (Ft)277 LUnwalled (Ft)0 LUnwalled (Ft)0 LWalled (Ft)277 LWalled (Ft)277 h1 (Ft)6.30 h1 (Ft)6.3 h2 (Ft)4 h2 (Ft)4 kh (Ft/day)22.5 kv (Ft/day)14 kavg (Ft/day)14.29 kavg (Ft/day)8.89 1856 201 Basque Road St. Augustine, FL 32080 Tel. (904) 347-9133 Fax (904) 512-0459 www.atlanticeco.com October 19, 2022 EQX-HRP Winter Springs, LLC Attn: Ryan P. Stahl 630 S. Maitland Avenue, Suite 100 Maitland, FL 32751 RE: Tuskawilla/434 Development Seminole County, FL AES #22-056 Dear Mr. Stahl, Atlantic Ecological Services, LLC (AES) visited the Tuscawilla/434 Development Property for the purposes of conducting a review for the presence of protected species based on direct and indirect observations, as well as to determine potential for occurrence of protected species based on suitable habitat. The site assessment was conducted on April 5, 2022. The property is located on State Road 434 in Winter Springs, Florida and is approximately 5.88 acres in total size. The Seminole County Parcel ID #’s are 26-20-30-5AR-0A00-008D, 01-21-30-501- 0000-0010, and 26-20-30-5AR-0A00-00. The subject property is located in Section 6, Township 21 South, Range 31 East in Seminole County, Florida. Please see the attached Location and Aerial Maps. During the field review of the subject property AES also assessed the Right-of- Way (ROW) areas found traversing between the parcels which are included as a part of this report and findings. Please note those areas found on the Aerial Map. This general area is known to be occupied by the protected gopher tortoise (Gopherus polyphemus) and bald eagle (Haliaeetus l. leucocephalus). The proposed project is to construct commercial buildings. Prior to construction a gopher tortoise survey is required by Seminole County and the Florida Fish & Wildlife Conservation Commission (FWC). The results are documented within this letter report. Mr. Jacob Doyle of AES performed the protected species review on the subject property. Mr. Doyle currently holds certification from the FWC as an Authorized Gopher Tortoise Agent under permit #GTA-21-00052. 1857 Tuscawilla/434 Development Protected Species Assessment Page 2 of 7 October 19, 2022 METHODS Habitat Mapping Each community and land use area was categorized according to the Florida Department of Transportation’s (FDOT) 1999 Florida Land Use, Cover and Forms Classification System (FLUCCS). The boundaries of each FLUCCS code were delineated based on vegetative composition, soil characteristics, topography, and aerial interpretation. See the Results Section below for a description of the habitats found. Please also see the attached Habitat Map depicting the findings. Protected Species Review Prior to visiting the site, a background literature search was conducted to compile a list of state and federally protected animal and plant species that could occur on-site. The three primary sources of literature reviewed include the Florida Fish and Wildlife Conservation Commission’s (FWC) Florida’s Endangered Species, Threatened Species, And Species of Special Concern, the United States Fish and Wildlife Service’s (USFWS) Threatened and Endangered Species System (TESS) database, and the Florida Department of Agriculture and Consumer Services (FDACS), Division of Plant Industry’s (DPI) Notes on Florida’s Endangered and Threatened Plants. Additional information was gathered from the Florida Natural Areas Inventory (FNAI) Field Guides to the Rare Animals/Plants of Florida, and the Florida Committee on Rare and Endangered Plants and Animals (FCREPA) Rare and Endangered Biota of Florida: Volumes 1- 5, and the FWC’s Eagle Nest Locator web site were also reviewed to obtain location data recorded by others for those species. RESULTS Habitats Uplands Pine-Mesic Oak (FLUCCS 414) – The majority of the property exists as pine-mesic oak (hammock) habitat. The predominate canopy consists of sweetgum (Liquidambar styraciflua), slash pine (Pinus elliotii), longleaf pine (Pinus palustris), laurel oak (Quercus laurifolia), and live oak (Quercus virginiana), with scattered southern magnolia (Magnolia grandiflora) and sabal palm (Sabal palmetto). The predominate understory exists as grapevine (Vitis rotundifolia), saw palmetto (Serenoa repens), bracken fern (Pteridium sp.), Caesar weed (Urena lobata), with scattered beggartick (Bidens alba) and American beautyberry (Callicarpa americana). Open Land (FLUCCS 190) – There is a strip of open land bisecting the eastern parcel. The predominate vegetation of the open land is bahia grass (Paspalum notatum), grape vine, and broom sedge (Andropogon sp.). 1858 Tuscawilla/434 Development Protected Species Assessment Page 3 of 7 October 19, 2022 Wildlife Observations Wildlife observations, both direct and indirect, were made throughout the course of the site investigation. A list of species observed is provided in the following table: Table 1: Wildlife species observed on the project site in Seminole County, Florida. Taxon Common Name Scientific Name Protected* Birds Ground dove Great horned owl Black vulture Columbina passerine Bubo virginianus Coragyps atratus No No No Reptiles Southern black racer Brown anole Coluber constrictor priapus Anolis sagrei No No Mammals Eastern grey squirrel Sciurus carolinensis No Protected Species A 100% gopher tortoise (Gopherus polyphemus) survey was conducted on April 5, 2022, in accordance with the techniques outlined in the publication, Ecology and Habitat Protection Needs of Gopher Tortoise (Gopherus polyphemus) Populations Found on Lands Slated for Development in Florida. No gopher tortoise burrows were identified. Gopher tortoise surveys are valid for a period of 90 days. An updated 100% gopher tortoise burrow survey will be required. The FWC’s Eagle Nest Locator website and Audubon Florida EagleWatch Public Nest App were both queried for data regarding documented southern bald eagle nests in the project vicinity. The southern bald eagle (Haliaeetus leucocephalus) is protected under the Bald and Golden Eagle Protection Act. Development guidelines are required for any proposed project with 330 feet for urban areas and 660 feet for non-urban areas. A southern bald eagle nest (SE 096) is located in the northeast portion of the property. At time of field visit the nest had been occupied/overtaken by a breeding pair of great horned owls. Please see the attached photos of the nest and the breeding pair of great horned owls next to the abandoned eagle nest. Data from the Audubon Florida EagleWatch Public Nest App document this nest as active for the 2021 nesting season. No data for the 2022 nesting season has been posted to date, therefore AES was unable to determine if this nest was active for the 2022 nesting season and the juveniles had already fledged prior to our April 5, 2022 site visit. The nesting pair also has a documented alternate nest (SE 096a) located approximately 1,350 feet to the north. AES scoped this nest and did not identify any juveniles in the nest, and did not see adult bald eagles on or near the nest tree. 1859 Tuscawilla/434 Development Protected Species Assessment Page 4 of 7 October 19, 2022 Southern Bald Eagle nests require an Incidental Take Permitting (ITP) through the U.S. Fish and Wildlife Service (FWS) for any impacts within the 330’ and/or 660’ protection zones for any nest that has been documented as active within 5 years. Since this nest was documented as active in the 2021 nesting season any construction within the 330’ foot protection zone would require an ITP for disturbance. The nest tree could also be permitted for removal through a Take Permit for nest removal through FWS. Generally, if you apply for a 5-year or less disturbance permit, and leave a buffer consistent with the closest existing development activities found near the nest, then mitigation will not be required. If you apply of a take permit of the nest then mitigation will be required. Due to the close proximity of existing urban development to the nest, it is anticipated FWS would issue a disturbance ITP for this nest as long as construction and monitoring guidelines are adhered to. If a nest take permit is required, then mitigation could be coordinated with the Eagle In-lieu Fee Program. Multiple other documented southern bald eagle nests are located in the vicinity (all utilizing Lake Jesup for foraging) but are greater than 660 feet away from the subject property. No other protected flora or fauna species are expected to inhabit the subject property. CONCLUSION Atlantic Ecological Services, LLC conducted a site review on the Tuscawilla/434 Development Property for the purposes of determining the presence of and/or potential presence of state and federally protected wildlife and plant species. The subject property consisted of uplands. A 100% gopher tortoise survey was completed within the project area on April 5, 2022. No potentially occupied gopher tortoise burrows were identified during the survey. An updated 100% gopher tortoise burrow survey will be required prior to construction of the property. A documented southern bald eagle nest (SE 096) is located on the property. The nest was documented as active in the 2021 nesting season. AES did not document nesting activity for the 2022 season. A pair of great horned owls were documented on the nest tree. Due to the urban nature of this nest, and active use within 5 years, a 330’ protection zone will be required. If the protection zone cannot be adhered to then permitting through the U.S. Fish and Wildlife Service will be required before any construction activities could occur. No other protected flora or fauna species are anticipated to be impacted by development of the subject property. 1860 Tuscawilla/434 Development Protected Species Assessment Page 5 of 7 October 19, 2022 Should you have any questions or concerns please feel free to contact me at (904) 347- 9133 or jody@atlanticeco.com. Sincerely, Jody N. Sisk Senior Ecologist Enclosures 1861 Tuscawilla/434 Development Protected Species Assessment Page 6 of 7 October 19, 2022 Technical Literature References Chafin, L.G. 2000. Field Guide to the Rare Animals of Florida. Florida Natural Areas Inventory, Tallahassee, Florida. Coile, Nancy C. 1998. Notes of Florida’s Endangered and Threatened Plants. (Rule 5B- 40 Florida’s Regulated Plant Index), Botany Contribution 38, 2nd Ed. Florida Department of Agriculture and Consumer Services, Division of Plant Industry, Gaineville, Florida. 119 pp. Cox, Jeffrey. A. 1987 Status and Distribution of the Florida Scrub-Jay. Florida Ornithological Society. Special Publication No. 3, Gainesville, Florida 110 pp. Cox, James, D. Inkley, R. Kautz. 1987. Ecology and Habitat Protection Needs of Gopher Tortoise (Gopherus polyphemus) Populations Found on Lands Slated for Large-Scale Development in Florida. Florida Game and Freshwater Fish Commission, Nongame Wildlife Program. Technical Report No. 4. Tallahassee, Florida. 69 pp. Deyrup, Mark, Franz, Richard 1994. Rare and Endangered Biota of Florida, Volume IV Invertebrates. Special Committee on Invertebrates, Florida Committee on Rare and Endangered Plants and Animals. Division of Endangered Species. Threatened and Endangered Species System. Web Page Address: http://ecos.fws.gov/tess_public/TESSWebpage. United States Fish and Wildlife Service, Denver, Colorado. Environmental Laboratory, Wetlands Research Program. 1987. Corps of Engineers Wetlands Delineation Manual. Technical Report Y-87-1. Department of the Army, Vicksburg, Mississippi. Florida Fish and Wildlife Conservation Commission. 2004. Florida’s Endangered Species, Threatened Species, and Species of Special Concern. Web Page Address: http://www.wildflorida.org/imperiled/pdf/Endangered-Threatened-Special-Concern-2004.pdf. Florida Fish and Wildlife Conservation Commission. Gilbert, Carter R., 1992. Rare and Endangered Biota of Florida, Volume II Fishes. Special Committee on Fishes, Florida Committee on Rare and Endangered Plants and Animals. Gilbert, K.M., J.D. Tobe, R.W. Cantrell, M.E. Sweeley, J.R. Cooper. 1995. The Florida Wetlands Delineation Manual. Florida Department of Environmental Protection, South Florida Water Management District, St. Johns River Water Management District, Suwannee River Water Management District, Southwest Florida Water Management District, and Northwest Florida Water Management District. 198 pp. Hipes, D. D.R. Jackson, K. NeSmith, D. Printiss, K. Brandt. 2001. Field Guide to the Rare Animals of Florida. Florida Natural Areas Inventory, Tallahassee, Florida. 1862 Tuscawilla/434 Development Protected Species Assessment Page 7 of 7 October 19, 2022 Humphrey, Stephen R., 1992. Rare and Endangered Biota of Florida, Volume I. Mammals. Special Committee on Mammals, Florida Committee on Rare and Endangered Plants and Animals. Moler, Paul E., 1992. Rare and Endangered Biota of Florida, Volume III Amphibians and Reptiles. Special Committee on Amphibians and Reptiles Florida Committee on Rare and Endangered Plants and Animals. Natural Resource Conservation Service (Soil Conservation Service at time of publication). Circa 1986. Soil Survey of Seminole County, Florida. United States Department of Agriculture. Rogers, James A. Jr., Kale, Herbert W. III, Smith, Henry T. 1996. Rare and Endangered Biota of Florida Volume V. Birds. Special Committee on Birds Florida Committee on Rare and Endangered Plants and Animals. Surveying and Mapping Office, Thematic Mapping Section. Department of Transportation. 1999. Florida Land Use, Cover and Forms Classification System 3rd ed. State of Florida, Department of Administration. 81 pp. Wunderlin, Richard P. 1998. Guide to the Vascular Plants of Florida. University Press of Florida. 804 pp. Wunderlin, R. P., and B. F. Hansen. 2004. Atlas of Florida Vascular Plants (http://www.plantatlas.usf.edu/).[S. M. Landry and K. N. Campbell (application development), Florida Center for Community Design and Research.] Institute for Systematic Botany, University of South Florida, Tampa. 1863 Location MapTuskawilla/434 Development Property Seminole County, Florida03,0001,500FeetEImage Source: ESRI 2020Date: 4-6-22WWW.ATLANTICECO.COM904-347-9133 | jody@atlanticeco.com201 Basque Rd | St. Augustine, FL 32080^_^_Latitude: 28° 41' 41.987"NLongitude: 81° 15' 42.746"WSection 6Township 21 SouthRange 31 East1864 Aerial MapTuskawilla/434 Development Property Seminole County, FloridaImage Source: ESRI 2021Date: 3-28-220200100FeetEParcelWWW.ATLANTICECO.COM904-347-9133 | jody@atlanticeco.com201 Basque Rd | St. Augustine, FL 32080Document Path: C:\Users\jorav\Desktop\GIS\Boss Commercial Winter Springs\mxd\aerial.mxd1865 Topographic MapTuskawilla/434 Development Property Seminole County, FloridaImage Source: ESRI 2021Date: 3-28-220500250FeetEParcelWWW.ATLANTICECO.COM904-347-9133 | jody@atlanticeco.com201 Basque Rd | St. Augustine, FL 32080Document Path: C:\Users\jorav\Desktop\GIS\Boss Commercial Winter Springs\mxd\topo.mxd1866 Soil MapTuskawilla/434 Development Property Seminole County, FloridaImage Source: ESRI 2021Date: 3-28-220200100FeetEParcelSoil24 -Paola-St. Lucie sands27 - Pomello fine sand31 - Tavares-Millhopper fine sandsWWW.ATLANTICECO.COM904-347-9133 | jody@atlanticeco.com201 Basque Rd | St. Augustine, FL 32080Document Path: C:\Users\jorav\Desktop\GIS\Boss Commercial Winter Springs\mxd\soil.mxd1867 Habitat MapTuskawilla/434 Development Property Seminole County, FloridaImage Source: ESRI 2021Date: 3-28-220200100FeetEParcelHabitat190 - Open Land - 0.17 ac.414 - Pine-Mesic Oak - 5.71 ac.WWW.ATLANTICECO.COM904-347-9133 | jody@atlanticeco.com201 Basque Rd | St. Augustine, FL 32080Document Path: C:\Users\jorav\Desktop\GIS\Boss Commercial Winter Springs\mxd\habitat.mxd1868 Former Bald Eagle NestTuskawilla/434 Development Property Seminole County, FloridaImage Source: ESRI 2021Date: 4-6-220200100FeetEParcelWWW.ATLANTICECO.COM904-347-9133 | jody@atlanticeco.com201 Basque Rd | St. Augustine, FL 32080Document Path: C:\Users\jorav\Desktop\GIS\Boss Commercial Winter Springs\mxd\aerial eagle nest.mxdFormer Bald Eagle NestOccupied by Great Horned Owlsat time of inspection1869 !(Eagle Nest MapTuskawilla/434 Development Property Seminole County, FloridaImage Source: ESRI 2021Date: 4-6-220600300FeetE!(Eagle NestParcelWWW.ATLANTICECO.COM904-347-9133 | jody@atlanticeco.com201 Basque Rd | St. Augustine, FL 32080Document Path: C:\Users\jorav\Desktop\GIS\Boss Commercial Winter Springs\mxd\aerial eagle nest 2.mxdSE096ANest Status 2021: This Nest wasInactive for the 2021 Season.Alternate Nest: Nest is not currently in use;pair also has alternate nest location(s)SE096ANest Status 2021: This Nest was Inactive for the 2021 Season. Alternate Nest: Nest is not currently in use; pair also has alternate nest location(s) SE003Nest Status 2021: This Nest was Unknown for the 2021 Season.Alternate Nest: Pair has no alternate nest(s) SE096Former Bald Eagle NestOccupied by Great Horned Owlsat time of inspection1870 !(Eagle Nest Buffer MapTuskawilla/434 Development Property Seminole County, FloridaImage Source: ESRI 2021Date: 4-6-220200100FeetE!(Eagle NestEagle Nest BufferParcelWWW.ATLANTICECO.COM904-347-9133 | jody@atlanticeco.com201 Basque Rd | St. Augustine, FL 32080Document Path: C:\Users\jorav\Desktop\GIS\Boss Commercial Winter Springs\mxd\nest buffers.mxd660'330'1871 Photo Documentation Tuskawilla/434 Development Property Location: Eagle Nest and Great Horned Owls Date: April 5, 2022 1872 Photo Documentation Tuskawilla/434 Development Property Location: Eagle Nest Date: April 5, 2022 Location: Eagle Nest Date: April 5, 2022 1873 625 Holcomb Bridge Road, Norcross, GA 30071 • 770-209-0029 • unitedconsulting.com RED DOT REPORT FOR Chick-Fil-A, Inc. Geotechnical Exploration Chick-fil-A #05814 – Winter Springs FSU E SR 434 & Michael Blake Boulevard Winter Springs, Seminole County, Florida Project No. CKFLA-24-FL-08321-02 1874 625 Holcomb Bridge Road, Norcross, GA 30071 • 770-209-0029 • unitedconsulting.com April 19, 2024 Mr. Clint Mattson Mr. Davis Husk Chick-fil-A, Inc. 5200 Buffington Road Atlanta, GA 30349-2998 Via Email: davis.husk@cfacorp.com; Clint.mattson@cfacorp.com RE: Report of Geotechnical Exploration Chick-fil-A #05814 – Winter Springs FSU E SR 434 & Michael Blake Boulevard Winter Springs, Seminole County, Florida Project No. CKFLA-24-FL-08321-02 Dear Clint & Davis, United Consulting is pleased to submit this report of our Geotechnical Exploration for the above- referenced project. We appreciate the opportunity to assist you with this project. Please contact us if you have any questions or if we can be of further assistance. Sincerely, UNITED CONSULTING Sriranjan Thirumalai, E.I.T Geotechnical Staff Engineer Alexi Neill, P.E. Scott D. Smelter Senior Geotechnical Engineer Principal SRT/AJN/SDS/rg SP: Geotechnical Documents/CKFLA-24-FL-08321-02 - Geo.docx 1875 625 Holcomb Bridge Road, Norcross, GA 30071 • 770-209-0029 • unitedconsulting.com CKFLA-24-FL-08321-02 Page 3 of 15 TABLE OF CONTENTS 1.0 EXECUTIVE SUMMARY ...................................................................................................... 4 2.0 PROJECT INFORMATION ................................................................................................... 5 3.0 PURPOSE ............................................................................................................................ 6 4.0 SCOPE ................................................................................................................................. 7 5.0 SUBSURFACE CONDITIONS .............................................................................................. 8 6.0 DISCUSSION AND RECOMMENDATIONS ......................................................................... 9 6.1 Fill Soil Considerations ...................................................................................................... 9 6.2 Solution Hazards for Limestone Geology ........................................................................... 9 6.3 Site Preparation/Densification .......................................................................................... 10 6.4 Difficult Excavation .......................................................................................................... 11 6.5 Groundwater Considerations ........................................................................................... 11 6.6 Foundation Design and Construction ............................................................................... 11 6.7 Ground Floor Slab ........................................................................................................... 12 6.8 Pavement Design ............................................................................................................ 12 6.9 Caving Considerations ..................................................................................................... 12 6.10 Earthwork ...................................................................................................................... 13 6.11 Engineered Fill Placement ............................................................................................. 13 6.12 Field Infiltration Tests ..................................................................................................... 13 7.0 LIMITATIONS ..................................................................................................................... 15 APPENDIX General Notes /Narrative of Drilling Operations Figure 1 – Boring Location Plan Boring Logs (8) Exploration Procedures 1876 625 Holcomb Bridge Road, Norcross, GA 30071 • 770-209-0029 • unitedconsulting.com CKFLA-24-FL-08321-02 Page 4 of 15 1.0 EXECUTIVE SUMMARY United Consulting has completed a Geotechnical Exploration for the new Chick-fil-A #05814 development to be located west of the intersection of E SR 434 & Michael Blake Boulevard in Winter Springs, Seminole County, Florida. The results from this assessment are briefly summarized below. The text of the report should be reviewed for a discussion of these items. 1. Borings B-1, B-2, B-4, P-1, P-2, and P-3 encountered about 2 feet of undocumented fill soils. The fill encountered contained trace organics or trace rock fragments. The Standard Penetration Test resistance (N-values) within the fill ranged from 3 blows per foot (bpf) to 12 bpf with low consistency (N < 5 bpf) surficial fill soils encountered in borings B-1, B-2, P-1, P-2, and P-3. Where encountered at the time of construction, low consistency fill soils will require densification or remediation at the direction of the Geotechnical Engineer. As is the case with any previously graded site, undocumented fill can contain soft soils, or buried trash, topsoil, boulders, or other unsuitable materials. United Consulting recommends that the project budget include contingency funds in the event that very loose soils, buried trash, or other unsuitable materials requiring removal are encountered within the fill. 2. Low consistency (N < 5 bpf) native soils were encountered up to depths of about 4 to 8 feet in borings B-1, B-2, P-1, P-2, and P-4. Additional site preparation will be required in order to facilitate construction at this site. Stabilization/Densification of very loose surficial areas of the proposed building and parking areas should be anticipated. A Preliminary Grading plan was not available to assess where these soils will be relative to foundation elevations. 3. Auger refusal was not encountered in the borings for this study. Difficult excavation conditions due to rock are not expected to be encountered during construction. 4. Groundwater was encountered in each of the borings at depths ranging from about 5 to 8 feet at the time of drilling. Groundwater perched or surface water levels should be anticipated to fluctuate with the change of seasons, during periods of very low or high precipitation, or due to changes in the floodplain or watershed upstream from the area. Based on the borings and soil survey data provided by the USDA, we estimate the seasonal high-water table (SHWT) at this site will be at a depth of 2 to 6 feet below the existing ground surface. Depending on groundwater levels at the time of construction, temporary control of groundwater will likely be required. Permanent control of groundwater should be expected where proposed finished grades are within 5 feet of the measured groundwater levels. 5. Provided that the site is prepared as recommended, it is our opinion that the proposed building can be supported on conventional shallow foundations such as spread footings and/or continuous strip footings. An allowable soil bearing pressure of up to 2,500 pounds per square foot (psf) can be used for the design of conventional shallow foundations. Due to the presence of zones of very loose soils, the ground surface will require densification with a vibratory drum roller. Some localized excavation and replacement of very loose, or otherwise unsuitable soils from below the foundation bearing locations may be required in order for shallow foundations to be feasible. 6. Infiltration rates of 1.1 inches/hour (2.2 feet/day) and 6.0 inches/hour (12.0 feet/day) were measured at the two infiltration test locations. 1877 625 Holcomb Bridge Road, Norcross, GA 30071 • 770-209-0029 • unitedconsulting.com CKFLA-24-FL-08321-02 Page 5 of 15 2.0 PROJECT INFORMATION The project site is located adjoining west of the intersection of E SR 434 and Michael Blake Boulevard in Winter Springs, Seminole County, Florida. The site was an approximate 1.92-acre tract and was mostly wooded with a few cleared areas. The client provided a preliminary conceptual site plan, which showed the locations of the proposed building and associated parking and driving areas. This site plan was used as a guide to locate the boundaries of the project site. The location of the project site is shown on the attached Boring Location Plan (Figure 1). At the time of our fieldwork, the project site was accessed via Michael Blake Boulevard to the south of the project site. The project site was bound to the south by Michael Blake Boulevard, to the east by East SR 434, and to north and west by wooded areas. The areas surrounding the project site generally consisted of commercial properties and wooded areas. Based on the site topographic survey provided, the site was mostly level and gently sloping towards the south-central portion of the site. Elevations on site ranged from 39 feet in the southcentral portion of the site to 42 feet at the western-northwestern portion. Neither the proposed Finished Floor Elevation (FFE) or a site-specific topographic survey were provided at the time of this geotechnical exploration. Based on visual observations of the site and surrounding areas, the site is relatively flat, and we anticipate that the planned cuts and fills will be minimal (2 feet or less) within the area of the building and the parking and driving areas. We understand that Chick-fil-A is proposing to build an approximate 6,101-square-foot building in the eastern portion of the site with 70 associated parking spaces and driveways to the south, west, and north of the proposed building. Structural loads were not provided, but based on our experience with similar structures, we expect that maximum column and wall loads will be less than about 40 kips and 3 kips per lineal foot, respectively. If the actual loads and site grading information vary significantly from the above anticipated values, United Consulting must be contacted to determine if revisions to our recommendations should be reevaluated and/or revised. 1878 625 Holcomb Bridge Road, Norcross, GA 30071 • 770-209-0029 • unitedconsulting.com CKFLA-24-FL-08321-02 Page 6 of 15 3.0 PURPOSE The purpose of this geotechnical exploration was to assess the general type and condition of the subsurface materials present at the project site and to provide recommendations to guide in site development, foundation design and quality assurance. 1879 625 Holcomb Bridge Road, Norcross, GA 30071 • 770-209-0029 • unitedconsulting.com CKFLA-24-FL-08321-02 Page 7 of 15 4.0 SCOPE The scope of our geotechnical exploration included the following items: 1. Drilling eight Standard Penetration Test (SPT) borings to determine the nature and condition of the subsurface soils; 2. Visual evaluation of the soil samples obtained during our field testing for further identification and classification; 3. Performing two (2) infiltration tests; 4. Analyzing the field data in order to provide recommended soil parameters; and 5. Preparing this report to document the results of the fieldwork and recommendations. 1880 625 Holcomb Bridge Road, Norcross, GA 30071 • 770-209-0029 • unitedconsulting.com CKFLA-24-FL-08321-02 Page 8 of 15 5.0 SUBSURFACE CONDITIONS Initially, the borings encountered a surficial layer of topsoil. Borings B-1, B-2, B-4, P-1, P-2, and P-3 encountered about 2 feet of undocumented fill soils. The fill encountered contained trace organics or trace rock fragments. The Standard Penetration Test resistance (N-values) within the fill ranged from 3 blows per foot (bpf) to 12 bpf with low consistency (N < 5 bpf) surficial fill soils encountered in borings B- 1, B-2, P-1, P-2, and P-3. Below the surficial materials or fill, typical native soils of the Coastal Plain Physiographic Province of Florida were encountered in the borings. The native soils encountered generally consisted of very loose to medium dense sand with varying amounts of clay and silt. N-values in the native soils ranged from 2 blows per foot (bpf) to 21 bpf. Low consistency (N < 5 bpf) native soils were encountered up to depths of about 4 to 8 feet in borings B-1, B-2, and P-1, P-2, and P-4. Auger refusal was not encountered in the borings. Auger refusal is the depth below which borings cannot be advanced using a soil-drilling auger. Groundwater was encountered in each of the borings at depths ranging from 5 to 8 feet at the time of drilling. Groundwater elevations will vary with yearly and seasonal rainfall variations and may rise in the future. Based on the borings completed at this site and soil survey data provided by the USDA, we estimate the SHWT at this site will be at a depth of about 2 to 6 feet below the existing ground surface. For a more detailed description of the conditions encountered within the borings, please refer to the Boring Logs provided in The Appendix. 1881 625 Holcomb Bridge Road, Norcross, GA 30071 • 770-209-0029 • unitedconsulting.com CKFLA-24-FL-08321-02 Page 9 of 15 6.0 DISCUSSION AND RECOMMENDATIONS The following recommendations are based on our understanding of the proposed construction, data obtained in our soil test borings, a site reconnaissance and our experience with soils and subsurface conditions similar to those encountered at this site. United Consulting also requests the opportunity for a general review of final design documents and specifications in order to verify that earthwork and foundation recommendations have been properly interpreted and implemented in the design and specifications. We recommend that United Consulting, as the Geotechnical Engineer of Record, be consulted during construction to conduct Geotechnical Controls as the Owner's Representative. 6.1 Fill Soil Considerations Borings B-1, B-2, B-4, P-1, P-2, and P-3 encountered about 2 feet of undocumented fill soils. The fill encountered contained trace organics or trace rock fragments. Low consistency (N < 5 bpf) surficial fill soils were encountered in borings B-1, B-2, P-1, P-2, and P-3. Where encountered at the time of construction, low consistency fill soils will require densification or remediation at the direction of the Geotechnical Engineer. It is not uncommon to find soft soils, pits of buried trash, topsoil, boulders, or other unsuitable materials within undocumented fill or previously disturbed soils. SPT borings alone are not well suited to evaluate the existing fill. United Consulting recommends that test pits be excavated prior to construction to better evaluate the composition of the existing fill, and that the project budget include contingency funds in the event that soft soils, buried trash, or other unsuitable materials requiring remediation are encountered within the fill. 6.2 Solution Hazards for Limestone Geology Much of the State of Florida is known to be underlain by limestone geology. For construction on areas underlain by limestone or dolomite, there is a risk of damage to the proposed site development due to the formation of sinkholes caused by solutioning. Therefore, once the sinkhole hazard is known, the owner must assume some risk for potential damage due to the formation of sinkholes, whether present now or developing in the future. The USGS has prepared a map which identifies areas of sinkhole occurrence in Florida. The Sinkhole Type, Development, and Distribution in Florida map (1985), divides Florida into four areas based on the type and thickness of cover overlying soluble rock. Areas I through IV have varying potentials for sinkhole development as follows: Area I – Sinkholes are few. Area II – Sinkholes are few. Area III – Sinkholes are numerous. Area IV – Sinkholes are very few. 1882 625 Holcomb Bridge Road, Norcross, GA 30071 • 770-209-0029 • unitedconsulting.com CKFLA-24-FL-08321-02 Page 10 of 15 According to the map listed above, the site is located in Area II. Area II consists mainly noncohesive and permeable sand. Sinkholes are few, shallow, of small diameter and develop gradually. Cover-subsidence sinkholes dominate and tend to develop gradually where the covering sediments are permeable and contain sand. We note a sinkhole evaluation was not within the authorized scope of services for this project. However, no obvious visual evidence of sinkholes was observed on the Project Site, and the borings at the site did not encounter significant voids, very loose soils or other obvious indications of possible sinkholes. Although sinkholes were not encountered or apparent at the time of the field exploration, and special foundation design considerations associated with sinkholes are not recommended at this time, the potential does exist for sinkholes to develop during construction or in the future. If sinkholes are identified during construction, United Consulting should be consulted to evaluate and prescribe appropriate remedial measures. The use of low mobility (pressure) grouting is a common form of sinkhole remediation, and typically is the preferred method of sinkhole repair in the state of Florida. Briefly, this method consists of inserting several injection pipes to the desired treatment depth within and around the perimeter of the desired treatment area. Grout is then injected as the pipe is slowly removed in lifts, creating a “grout column”. The expansion of the low mobility grout columns displaces the surrounding soils. Compaction grouting increases the density of the surrounding soils. 6.3 Site Preparation/Densification The existing topsoil, vegetation and trees including their root mat should also be removed from the area of the proposed construction. Removal of trees should include removal of their root ball, which may extend to several feet below grade. Any existing underground utilities should be relocated to at least 10 feet outside the perimeter of the proposed building footprint. Abandoned utility lines should be excavated and removed. If abandoned utility lines are left in place within non-structural areas of the site, they should be fill-in under pressure with cement grout having a 28-day compressive strength of at least 500 psi. After site clearing and prior to placement of new fill, or commencement of the construction at the Project Site, it is recommended that the existing very loose soils within the proposed construction areas be densified with a vibratory drum roller. This should be accomplished with a vibratory roller with a minimum static weight of 20,000 pounds. The vibratory roller should make a minimum of 6 passes across the new construction area, 3 in each perpendicular direction. We recommend that the densification be performed over a relatively large area (long roller passes) to reduce the potential for pumping of shallow groundwater and/or the development of a “quick” condition, which could result from repeated passes over a short period of time. This densification should be performed under the observation of the Geotechnical Engineer or his representative. The final in-place density of the densified soil should be at least 95% of the soil’s maximum dry density (per ASTM D-1557) to a depth of at least 24 inches. Adequate densification is important to reduce the potential for excessive settlement of the structure or long-term distress of the pavement section at this site. During densification, the upper one foot of soil tends to become loose as a result of the densification process and will not be suitable for support. Therefore, additional roller passes with the vibratory mechanism turned off should be performed to compact the upper one foot of soil. 1883 625 Holcomb Bridge Road, Norcross, GA 30071 • 770-209-0029 • unitedconsulting.com CKFLA-24-FL-08321-02 Page 11 of 15 Areas that exhibit “pumping” (wave type displacement) during proofrolling, should be treated by a method recommended by the Geotechnical Engineer. This method may consist of undercutting and backfilling with suitable compacted fill, replacing with surge stone and a layer of crusher run, or some other method that is deemed suitable by the Geotechnical Engineer. 6.4 Difficult Excavation Auger refusal was not encountered in the borings conducted for this study. Difficult excavation conditions due to rock are not generally expected to occur at the project site. 6.5 Groundwater Considerations Groundwater was encountered in each of the borings at depths ranging from about 5 to 8 feet at the time of drilling. Stabilized groundwater levels are typically several feet shallower than those at the time of drilling. Groundwater levels should also be anticipated to fluctuate with the change of seasons, during periods of very low or high precipitation, or due to changes in the onsite creek, floodplain or watershed upstream from the area. Based on the borings completed at this site and soil survey data provided by the USDA, we estimate the SHWT at this site will be at a depth of 2 to 6 feet below the existing ground surface. Depending on groundwater levels at the time of construction, temporary dewatering will likely be required. If temporary dewatering is required during construction, groundwater levels would need to be lowered at least 3 feet below excavation bottoms until construction is complete. The contractor should be prepared to manage groundwater and perched water as needed during construction. Permanent control of groundwater should be expected where proposed finished grades are within 5 feet of the measured groundwater levels. 6.6 Foundation Design and Construction Following site preparation and densification of very loose soils as previously recommended, the proposed lightly loaded building can be supported on a conventional shallow foundation system. A net allowable soil bearing pressure of up to 2,500 pounds per square foot (psf) is recommended for foundation design. Due to the presence of low-consistency fill soils, some localized excavation and replacement of low- consistency or otherwise unsuitable soils from below the foundation bearing locations may be required in order for shallow foundations to be feasible. We evaluated potential differential settlement of the very loose soils below 4 feet; differential settlement is not expected to exceed approximately ½ inch. However, a Grading Plan is needed to better evaluate expected differential settlement. We recommend minimum widths of at least 20 inches for strip footings and 24 inches for square footings. Footings should be constructed to bear at least 12 inches below the lowest adjacent finished grade. The Geotechnical Engineer must evaluate each footing excavation prior to steel reinforcement or concrete placement. Conditions that are observed should be compared to the test boring data and design requirements. If unsuitable bearing material is encountered, it should be excavated and replaced, densified in-place, or otherwise treated as recommended by the Geotechnical Engineer. 1884 625 Holcomb Bridge Road, Norcross, GA 30071 • 770-209-0029 • unitedconsulting.com CKFLA-24-FL-08321-02 Page 12 of 15 Surface water control should be maintained to prevent accumulation of water in footing excavations. Standing water in footing excavations should be removed promptly. Soil softened by the water should be removed, and the Geotechnical Engineer or his representative should reexamine the area. 6.7 Ground Floor Slab If the building area is prepared as recommended for the use of shallow foundations, a slab-on-grade could be utilized for the single-story structure. We recommend a subgrade modulus of 120 pounds per cubic inch (pci) be used for slab design. It has been our experience that the floor slab subgrade is often disturbed by weather, foundation and utility line installation, and other construction activities between completion of grading and slab construction. For this reason, our geotechnical engineer should evaluate the subgrade immediately prior to placing the concrete. Areas judged by the geotechnical engineer to be unstable should be densified or undercut and replaced with engineered soil fill compacted to at least 98 percent of its Modified Proctor maximum (ASTM D-1557) dry density. 6.8 Pavement Design The standard Chick-fil-A asphalt pavement design of 8 inches of Florida Department of Transportation (FDOT) graded aggregate base (GAB), topped by 2 inch of asphalt surface course (Type SP), underlain by 12 inches of stabilized subgrade with a minimum LBR of 40 and compacted to 98% of the Modified Proctor (ASTM D-1557) is considered adequate for normal parking and driveway areas where only an occasional truck would traverse, following the recommendations in the Site Preparation section of this report. We recommend that a rigid (concrete) slab at least 6-inches thick using 4,000 psi concrete over 12 inches of stabilized subgrade with a minimum LBR of 40 and compacted to 98% of the Modified Proctor (ASTM D-1557) be used for dumpster pad areas. These pads should be large enough to accommodate the front wheels of the dumpster truck when the dumpster is being emptied. Concrete pavement is also recommended in any loading areas where heavy trucks will maneuver, or trailer jacks will be supported. At least 18 inches of free-draining material should be included directly beneath rigid concrete pavements. Soils with a USCS classification of SP, SP-SM, SP-SC or GP or GP-GM (fines content less than 12 percent, maximum particle size less than 2 inches, organic content less than 5 percent) are considered free-draining for this purpose. The sandy surficial soils encountered at the project site are considered free-draining soils and can be utilized as free-draining subgrade material. United Consulting recommends that the graded aggregate base (GAB) course for pavement construction be compacted to 100% of the materials Modified Proctor (ASTM D-1557) maximum dry density. The pavement should be constructed using the materials and construction procedures of the applicable Florida Department of Transportation specifications. 6.9 Caving Considerations All excavations should be conducted in accordance with the Occupational Safety and Health Administration (OSHA) guidelines. Flattening of the excavation sidewalls and/or the use of bracing may be needed to maintain stability during construction, particularly for foundation and tank pit excavations. 1885 625 Holcomb Bridge Road, Norcross, GA 30071 • 770-209-0029 • unitedconsulting.com CKFLA-24-FL-08321-02 Page 13 of 15 6.10 Earthwork The onsite soils, if free of organics or other deleterious materials, should generally be suitable for reuse as engineered fill with proper moisture control. Typical restrictions on suitable fill are no organics, plasticity index less than 25, and maximum particle size of four inches, with no more than 30 percent greater than 3/4-inch. These restrictions should also be applied to imported borrow soils if needed. Positive drainage should be maintained at all times to prevent saturation of exposed soils in case of sudden rains. Rolling the surface of disturbed soils will also improve runoff and reduce the soil moisture and construction delays. The degree of soil stability problems will also be dependent upon the precautions taken by the contractor to help protect the soils from saturation during construction. 6.11 Engineered Fill Placement Moisture-density determinations should be performed for each soil type used to provide data necessary for quality assurance testing. The natural moisture content at the time of compaction should be within moisture content limits that will allow the required compaction to be obtained. This is generally within three percentage points of the optimum moisture. The contractor should be prepared to increase or decrease soil water content. The fill should be placed in thin lifts (not to exceed 8-inch loose thickness) and compacted. We recommend the fill be compacted to at least 98 percent of the Modified Proctor (ASTM D-1557) maximum dry density in the top two feet and at least 95 percent of the Modified Proctor maximum dry density elsewhere on the site. A Geotechnical Engineer on a full-time basis should observe grading operations. In-place density tests taken by that individual will assess the degree of compaction being obtained. The frequency of the testing should be determined by the Geotechnical Engineer. 6.12 Field Infiltration Tests Two field infiltration tests, IF-1 and IF-2 were performed at depths of 5 feet below the ground surface. Their approximate locations are shown on the Boring Location Plan. The hole was filled with water that was maintained at a constant level to allow the soil to saturate. After the saturation period, the water level was measured at prescribed time intervals to determine the volume of water infiltrated. The volume of water infiltrated during the timed intervals was converted to an incremental infiltration velocity: 1886 625 Holcomb Bridge Road, Norcross, GA 30071 • 770-209-0029 • unitedconsulting.com CKFLA-24-FL-08321-02 Page 14 of 15 Table – Summary of Infiltration Rates Boring Number Depth (ft.) Saturated Hydraulic Conductivity/Infiltration Rate in/hr. ft./day IF-1 5 1.1 2.2 IF-2 5 6.0 12.0 We recommend that a factor of safety be applied to these values when designing the stormwater management system for this project. The measured values are within the typical range for the soil types observed in the borings (sand with varying amounts of clay, silt and rock fragments) based on visual classification and review of the soil survey. The infiltration rates indicated by the test results are considered to be representative of the soils at the time of the test and location tested, but actual values could vary considerably over time, between, and away from, or at depths above and below the areas tested. Future earthwork, excavation, or fill placement in the areas tested could significantly alter the permeability of the soils. 1887 625 Holcomb Bridge Road, Norcross, GA 30071 • 770-209-0029 • unitedconsulting.com CKFLA-24-FL-08321-02 Page 15 of 15 7.0 LIMITATIONS This report is for the exclusive use of Chick-fil-A, Inc. and the designers of the project described herein, and may only be applied to this specific project. Our conclusions and recommendations have been prepared using generally accepted standards of Geotechnical Engineering practice in the State of Florida. No other warranty is expressed or implied. Our firm is not responsible for conclusions, opinions or recommendations of others. The right to rely upon this report and the data within may not be assigned without UNITED CONSULTING’S written permission. The scope of this evaluation was limited to an evaluation of the load-carrying capabilities and stability of the subsoils. Oil, hazardous waste, radioactivity, irritants, pollutants, molds, or other dangerous substance and conditions were not the subject of this study. Their presence and/or absence are not implied or suggested by this report and should not be inferred. Our conclusions and recommendations are based upon design information furnished us, data obtained from the previously described exploration and testing program and our past experience. They do not reflect variations in subsurface conditions that may exist intermediate of our borings and in unexplored areas of the site. Should such variations become apparent during construction, it will be necessary to re- evaluate our conclusions and recommendations based upon “on-site” observations of the conditions. If the design or location of the project is changed, the recommendations contained herein must be considered invalid, unless the changes are reviewed by our firm, and our recommendations are either verified or modified in writing. When design is complete, we should be given the opportunity to review the foundation plan, grading plan, and applicable portions of the specifications to see if they are consistent with the intent of our recommendations. UNITED CONSULTING 1888 625 Holcomb Bridge Road, Norcross, GA 30071 • 770-209-0029 • unitedconsulting.com APPENDIX General Notes/Narrative of Drilling Operations Boring Location Plan Boring Logs (8) Exploration Procedures 1889 GENERAL NOTES The soil classifications noted on the Boring Logs are visual classifications unless otherwise noted. Minor constituents of a soil sample are termed as follows: Descriptive Term(s) of Minor Constituents Percent of Dry Weigh  Trace 0 to 10 % Some 11 to 35 % Suffix Passive 36 to 49 % LEGEND Split spoon sample obtained during Standard Penetration Testing Relatively Undisturbed Shelby Tube sample Grab sample Water level while drilling Water level at the time of boring completion Water level at 24 hours (or as noted) after boring completion 1890 GENERAL NOTES The test borings were advanced by mechanically rotating a drill bit to cut/grind soil and rock while using compressed air to remove cuttings from the open borehole. Samples were covered at regular intervals in each of the borings following established procedures for performing the Standard Penetration Test in accordance with ASTM Specification D-1586. Soil samples were obtained with a standard 1.4" I.D. x 2.0" O.D. split barrel sampler. The sampler is first seated 6" to penetrate any loose cuttings and then driven an additional foot with the blows of a 140 pound hammer freely falling a distance of 30". The number of blows required to drive the sampler each six inches is recorded on the Boring Logs. The total number of blows required to drive the sampler the final foot is designated the "standard penetration resistance." This driving resistance, known as the "N" value, is a measure of the relative density of granular soils and is an indication of the consistency of cohesive deposits. The tables below describe soil consistencies and relative densities based on standard-penetration resistance values (N) determined by the Standard Penetration Test. Soil Type “N” Value Consistency  Clays and Silts 0 to 2 Very Soft 3 to 4 Soft 5 to 8 Firm 9 to 15 Stiff 16 to 30 Very Stiff > 30 Hard Soil Type “N” Value Relative Density  Sands and Gravels 0 to 4 Very Loose 5 to 10 Loose 11 to 29 Medium Dense 30 to 50 Dense > 50 Very Dense 1891 Scale: NTS Notes Client: Chick-Fil-A, Inc FIG. 1 Prepared: GH Site: Chick-Fil-A #05814 – Winter Springs FSU E SR 434 & Michael Blake Boulevard Winter Springs, Seminole County, Florida Checked: SRT Project No.: CKFLA-24-FL-08321-02 Title: Boring Location Plan 1892 Chick-Fil-A #05814 W niterS pgSitsU FpB E SR 434 & Michael Blake Boulevard, Winter SpginsF, Plogida 2W1 1ase f o! f Client Name: Chick-Fil-A, Inc. Drilling Firm: AMDrill Logged By: Steven Edsall Equipment: CME45P jroKect No.: C2FLA4054FL48310/480 Date Drilled: 85z80z0805 Boring Si6e: ".0P' Boring Elevation: R5/H femarks: =ammer E%%iciencyT3"W =ammer Oype: Auto Depth:/"H Drilling Method: Mud fotary …ater Level At Oime b% Drilling: "H Cave-in At Oime b% Drilling: NzA Delayed …ater Level: Not( Delayed …ater b)servation Date: NzA De p t h G % t w P /8 /P 7r a p h i c L o g Soil Description and femarks 8.1 0.8 Boring Terminated at 16 feet /".8 Oopsoil Sand - trace silt and clay, trace organics, very loose, tanish )roVn G%illw Sand - trace silt and clay, very loose, moist, gray Gnativew …et, )roVn Some clay and silt, %irm, Vet, Vhite tan Orace clay and silt, Vet Samples Sa m p l e 7 r a p h i c Sa m p l e N u m ) e r / 0 1 5 P " fe c o v e r y L e n g t h /" /" /P /" /9 /P Bl o V C o u n t s UN 4 | a l u e w /404040 U5G 0404040 U5G /4/4040 U1G /404041 U5G 545494H U//G P4H43 U/9G Moisture Content 0 50 100 Plastic Limit 0 50 100 Liquid Limit 0 50 100 Percent Fines 0 50 100 Uncorrected N-Value 0 50 100 4 4 3 4 11 17 Inited Consulting J "0P =olcom) Bridge foad, Norcross, 7A J Norcross, 7A J K/ U998G 08H4880H J VVV.unitedconsulting.com 1893 Chick-Fil-A #05814 W niterS pgSitsU FpB E SR 434 & Michael Blake Boulevard, Winter SpginsF, Plogida 2W3 1ase f o! f Client Name: Chick-Fil-A, Inc. Drilling Firm: AMDrill Logged By: Steven Edsall Equipment: CME45P jroKect No.: C2FLA4054FL48310/480 Date Drilled: 85z80z0805 Boring Si6e: ".0P' Boring Elevation: R58H femarks: =ammer E%%iciencyT3"W =ammer Oype: Auto Depth:/"H Drilling Method: Mud fotary …ater Level At Oime b% Drilling: PH Cave-in At Oime b% Drilling: NzA Delayed …ater Level: Not( Delayed …ater b)servation Date: NzA De p t h G % t w P /8 /P 7r a p h i c L o g Soil Description and femarks 8.1 0.8 Boring Terminated at 16 feet /".8 Oopsoil Sand - trace silt and clay, trace organics, trace rock %ragments, very loose, grey )roVn G%illw Sand - trace silt and clay, very loose, moist, grey Gnativew …et Some clay and silt, medium dense, moist, grey Orace clay and silt, Vet, grey Samples Sa m p l e 7 r a p h i c Sa m p l e N u m ) e r / 0 1 5 P " fe c o v e r y L e n g t h /" /" /3 /P /9 /5 Bl o V C o u n t s UN 4 | a l u e w /4/404/ U1G /404040 U5G /4/4/4/ U0G P4"4/P4/" U0/G 1434/04/8 U08G 34/84/8 U08G Moisture Content 0 50 100 Plastic Limit 0 50 100 Liquid Limit 0 50 100 Percent Fines 0 50 100 Uncorrected N-Value 0 50 100 3 4 2 21 20 20 Inited Consulting J "0P =olcom) Bridge foad, Norcross, 7A J Norcross, 7A J K/ U998G 08H4880H J VVV.unitedconsulting.com 1894 Chick-Fil-A #05814 W niterS pgSitsU FpB E SR 434 & Michael Blake Boulevard, Winter SpginsF, Plogida 2WP 1ase f o! f Client Name: Chick-Fil-A, Inc. Drilling Firm: AMDrill Logged By: Steven Edsall Equipment: CME45P jroKect No.: C2FLA4054FL48310/480 Date Drilled: 85z80z0805 Boring Si6e: ".0P' Boring Elevation: R5/H femarks: =ammer E%%iciencyT3"W =ammer Oype: Auto Depth:/"H Drilling Method: Mud fotary …ater Level At Oime b% Drilling: 3H Cave-in At Oime b% Drilling: NzA Delayed …ater Level: Not( Delayed …ater b)servation Date: NzA De p t h G % t w P /8 /P 7r a p h i c L o g Soil Description and femarks 8.1 Boring Terminated at 16 feet /".8 Oopsoil Sand - trace silt and clay, loose, grey Gnativew Firm Loose, moist, )roVn Some clay and silt, %irm, moist, grey Orace clay and silt, loose, Vet, tan Medium dense, Vet Samples Sa m p l e 7 r a p h i c Sa m p l e N u m ) e r / 0 1 5 P " fe c o v e r y L e n g t h /5 5 /P /3 05 /0 Bl o V C o u n t s UN 4 | a l u e w 14P4P4" U/8G P4"4943 U/1G 9454545 U3G "49434H U/PG 1454"43 U/8G //4/84/8 U08G Moisture Content 0 50 100 Plastic Limit 0 50 100 Liquid Limit 0 50 100 Percent Fines 0 50 100 Uncorrected N-Value 0 50 100 10 13 8 15 10 20 Inited Consulting J "0P =olcom) Bridge foad, Norcross, 7A J Norcross, 7A J K/ U998G 08H4880H J VVV.unitedconsulting.com 1895 Chick-Fil-A #05814 W niterS pgSitsU FpB E SR 434 & Michael Blake Boulevard, Winter SpginsF, Plogida 2W4 1ase f o! f Client Name: Chick-Fil-A, Inc. Drilling Firm: AMDrill Logged By: Steven Edsall Equipment: CME45P jroKect No.: C2FLA4054FL48310/480 Date Drilled: 85z80z0805 Boring Si6e: ".0P' Boring Elevation: R5/H femarks: =ammer E%%iciencyT3"W =ammer Oype: Auto Depth:/"H Drilling Method: Mud fotary …ater Level At Oime b% Drilling: 9H Cave-in At Oime b% Drilling: NzA Delayed …ater Level: Not( Delayed …ater b)servation Date: NzA De p t h G % t w P /8 /P 7r a p h i c L o g Soil Description and femarks 8.1 0.8 5.8 Boring Terminated at 16 feet /".8 Oopsoil Sand - trace silt and clay, trace organics, %irm, grey G%illw No fecovery Sand - trace silt and clay, loose, moist, )roVn Gnativew …et Firm, Vet, grey and )roVn Some clay and silt, Vet, grey tan Samples Sa m p l e 7 r a p h i c Sa m p l e N u m ) e r / 0 1 5 P " fe c o v e r y L e n g t h /P 8 /9 /3 00 /3 Bl o V C o u n t s UN 4 | a l u e w 14"4"4P U/0G "4P4H49 U/5G "4P4P45 U/8G 541414/8 U"G 94H4/84/8 U/HG 9494H U/"G Moisture Content 0 50 100 Plastic Limit 0 50 100 Liquid Limit 0 50 100 Percent Fines 0 50 100 Uncorrected N-Value 0 50 100 12 14 10 6 19 16 Inited Consulting J "0P =olcom) Bridge foad, Norcross, 7A J Norcross, 7A J K/ U998G 08H4880H J VVV.unitedconsulting.com 1896 Chick-Fil-A #05814 W niterS pgSitsU FpB E SR 434 & Michael Blake Boulevard, Winter SpginsF, Plogida W1 1ase f o! f Client Name: Chick-Fil-A, Inc. Drilling Firm: AMDrill Logged By: Steven Edsall Equipment: CME45P jroKect No.: C2FLA4054FL48310/480 Date Drilled: 85z80z0805 Boring Si6e: ".0P' Boring Elevation: R5/H femarks: =ammer E%%iciencyT3"W =ammer Oype: Auto Depth:3H Drilling Method: Mud fotary …ater Level At Oime b% Drilling: PH Cave-in At Oime b% Drilling: NzA Delayed …ater Level: Not( Delayed …ater b)servation Date: NzA De p t h G % t w P 7r a p h i c L o g Soil Description and femarks 8.1 0.8 Boring Terminated at 8 feet 3.8 Oopsoil Sand - trace silt and clay, trace organics, very loose, grey and )roVn G%illw Sand - trace silt and clay, loose, Vet, grey Gnativew |ery loose, Vet Some clay and silt, loose, Vet Samples Sa m p l e 7 r a p h i c Sa m p l e N u m ) e r / 0 1 5 fe c o v e r y L e n g t h /P /P /" 08 Bl o V C o u n t s UN 4 | a l u e w /404/40 U1G 5454541 U3G /4/4/4/ U0G /414145 U"G Moisture Content 0 50 100 Plastic Limit 0 50 100 Liquid Limit 0 50 100 Percent Fines 0 50 100 Uncorrected N-Value 0 50 100 3 8 2 6 Inited Consulting J "0P =olcom) Bridge foad, Norcross, 7A J Norcross, 7A J K/ U998G 08H4880H J VVV.unitedconsulting.com 1897 Chick-Fil-A #05814 W niterS pgSitsU FpB E SR 434 & Michael Blake Boulevard, Winter SpginsF, Plogida W3 1ase f o! f Client Name: Chick-Fil-A, Inc. Drilling Firm: AMDrill Logged By: Steven Edsall Equipment: CME45P jroKect No.: C2FLA4054FL48310/480 Date Drilled: 85z80z0805 Boring Si6e: ".0P' Boring Elevation: R58H femarks: =ammer E%%iciencyT3"W =ammer Oype: Auto Depth:3H Drilling Method: Mud fotary …ater Level At Oime b% Drilling: PH Cave-in At Oime b% Drilling: NzA Delayed …ater Level: Not( Delayed …ater b)servation Date: NzA De p t h G % t w P 7r a p h i c L o g Soil Description and femarks 8.1 0.8 Boring Terminated at 8 feet 3.8 Oopsoil Sand - trace silt and clay, trace organics, very loose, grey and )roVn G%illw Sand - trace silt and clay, very loose, Vet, gray )roVn Gnativew …et Loose, Vet Samples Sa m p l e 7 r a p h i c Sa m p l e N u m ) e r / 0 1 5 fe c o v e r y L e n g t h " /3 /9 /3 Bl o V C o u n t s UN 4 | a l u e w /404040 U5G 0404/41 U1G /4/4/4/ U0G 0414140 U"G Moisture Content 0 50 100 Plastic Limit 0 50 100 Liquid Limit 0 50 100 Percent Fines 0 50 100 Uncorrected N-Value 0 50 100 4 3 2 6 Inited Consulting J "0P =olcom) Bridge foad, Norcross, 7A J Norcross, 7A J K/ U998G 08H4880H J VVV.unitedconsulting.com 1898 Chick-Fil-A #05814 W niterS pgSitsU FpB E SR 434 & Michael Blake Boulevard, Winter SpginsF, Plogida WP 1ase f o! f Client Name: Chick-Fil-A, Inc. Drilling Firm: AMDrill Logged By: Steven Edsall Equipment: CME45P jroKect No.: C2FLA4054FL48310/480 Date Drilled: 85z80z0805 Boring Si6e: ".0P' Boring Elevation: R5/H femarks: =ammer E%%iciencyT3"W =ammer Oype: Auto Depth:"H Drilling Method: Mud fotary …ater Level At Oime b% Drilling: "H Cave-in At Oime b% Drilling: NzA Delayed …ater Level: Not( Delayed …ater b)servation Date: NzA De p t h G % t w P 7r a p h i c L o g Soil Description and femarks 8.1 0.8 Boring Terminated at 6 feet ".8 Oopsoil Sand - trace silt and clay, trace organics, very loose, grey and )roVn G%illw Sand - trace silt and clay, loose, Vet, grey )roVn Gnativew Firm, Vet Samples Sa m p l e 7 r a p h i c Sa m p l e N u m ) e r / 0 1 fe c o v e r y L e n g t h /0 /3 08 Bl o V C o u n t s UN 4 | a l u e w 0404041 U5G 0414P4" U3G 543434P U/"G Moisture Content 0 50 100 Plastic Limit 0 50 100 Liquid Limit 0 50 100 Percent Fines 0 50 100 Uncorrected N-Value 0 50 100 4 8 16 Inited Consulting J "0P =olcom) Bridge foad, Norcross, 7A J Norcross, 7A J K/ U998G 08H4880H J VVV.unitedconsulting.com 1899 Chick-Fil-A #05814 W niterS pgSitsU FpB E SR 434 & Michael Blake Boulevard, Winter SpginsF, Plogida W4 1ase f o! f Client Name: Chick-Fil-A, Inc. Drilling Firm: AMDrill Logged By: Steven Edsall Equipment: CME45P jroKect No.: C2FLA4054FL48310/480 Date Drilled: 85z80z0805 Boring Si6e: ".0P' Boring Elevation: R58H femarks: =ammer E%%iciencyT3"W =ammer Oype: Auto Depth:"H Drilling Method: Mud fotary …ater Level At Oime b% Drilling: "H Cave-in At Oime b% Drilling: NzA Delayed …ater Level: Not( Delayed …ater b)servation Date: NzA De p t h G % t w P 7r a p h i c L o g Soil Description and femarks 8.1 Boring Terminated at 6 feet ".8 Oopsoil Sand - trace silt and clay, trace organics, very loose, )roVn Gnativew …et Loose, Vet, grey Samples Sa m p l e 7 r a p h i c Sa m p l e N u m ) e r / 0 1 fe c o v e r y L e n g t h /P /" /5 Bl o V C o u n t s UN 4 | a l u e w /4/4/45 U0G 0404041 U5G 1414041 UPG Moisture Content 0 50 100 Plastic Limit 0 50 100 Liquid Limit 0 50 100 Percent Fines 0 50 100 Uncorrected N-Value 0 50 100 2 4 5 Inited Consulting J "0P =olcom) Bridge foad, Norcross, 7A J Norcross, 7A J K/ U998G 08H4880H J VVV.unitedconsulting.com 1900 625 Holcomb Bridge Road, Norcross, GA 30071 • 770-209-0029 • unitedconsulting.com EXPLORATION PROCEDURES Eight (8) Standard Penetration Test (SPT) borings (numbered B-1 through B-4 and P-1 through P-4) were drilled at the approximate locations shown on the attached Boring Location Plan (Figure 1). The Borings were drilled to depths ranging from 6 to 16 feet. Soil samples obtained using the split spoon sampler were examined by the geotechnical engineer and classified according to the visual-manual procedure described in ASTM D 2488-00. Soil test borings were performed in general accordance with ASTM D 1586. A narrative of field operations is included in The Appendix. The borings were located in the field by the staff engineer based on a site plan prepared by client. The boring locations were established by measuring distances from existing curb lines and other features adjacent to the project site. The boring locations are shown on the attached Boring Location Plan and should be considered approximate. Elevations indicated on the boring logs were obtained from the provided survey overlaid onto Google Earth and should be considered as approximate. The topographic and elevation data shown were provided by others and is not certified as correct by this engineer. Users of this data do so at their own risk. If more exact elevations or locations are desired, we recommend that a professional surveyor be engaged to locate the borings. The borings were backfilled after completion of drilling. 1901 Geotechnical-Engineering Report Geotechnical Services Are Performed for Specific Purposes, Persons, and Projects Geotechnical engineers structure their services to meet the specific needs of their clients. A geotechnical-engineering study conducted for a civil engineer may not fulfill the needs of a constructor — a construction contractor — or even another civil engineer. Because each geotechnical- engineering study is unique, each geotechnical-engineering report is unique, prepared solely for the client. No one except you should rely on this geotechnical-engineering report without first conferring with the geotechnical engineer who prepared it. And no one — not even you — should apply this report for any purpose or project except the one originally contemplated. Read the Full Report Serious problems have occurred because those relying on a geotechnical-engineering report did not read it all. Do not rely on an executive summary. Do not read selected elements only. Geotechnical Engineers Base Each Report on a Unique Set of Project-Specific Factors Geotechnical engineers consider many unique, project-specific factors when establishing the scope of a study. Typical factors include: the client’s goals, objectives, and risk-management preferences; the general nature of the structure involved, its size, and configuration; the location of the structure on the site; and other planned or existing site improvements, such as access roads, parking lots, and underground utilities. Unless the geotechnical engineer who conducted the study specifically indicates otherwise, do not rely on a geotechnical-engineering report that was: • not prepared for you; • not prepared for your project; • not prepared for the specific site explored; or • completed before important project changes were made. Typical changes that can erode the reliability of an existing geotechnical-engineering report include those that affect: • the function of the proposed structure, as when it’s changed from a parking garage to an office building, or from a light- industrial plant to a refrigerated warehouse; • the elevation, configuration, location, orientation, or weight of the proposed structure; • the composition of the design team; or • project ownership. As a general rule, always inform your geotechnical engineer of project changes—even minor ones—and request an assessment of their impact. Geotechnical engineers cannot accept responsibility or liability for problems that occur because their reports do not consider developments of which they were not informed. Subsurface Conditions Can Change A geotechnical-engineering report is based on conditions that existed at the time the geotechnical engineer performed the study. Do not rely on a geotechnical-engineering report whose adequacy may have been affected by: the passage of time; man-made events, such as construction on or adjacent to the site; or natural events, such as floods, droughts, earthquakes, or groundwater fluctuations. Contact the geotechnical engineer before applying this report to determine if it is still reliable. A minor amount of additional testing or analysis could prevent major problems. Most Geotechnical Findings Are Professional Opinions Site exploration identifies subsurface conditions only at those points where subsurface tests are conducted or samples are taken. Geotechnical engineers review field and laboratory data and then apply their professional judgment to render an opinion about subsurface conditions throughout the site. Actual subsurface conditions may differ — sometimes significantly — from those indicated in your report. Retaining the geotechnical engineer who developed your report to provide geotechnical-construction observation is the most effective method of managing the risks associated with unanticipated conditions. A Report’s Recommendations Are Not Final Do not overrely on the confirmation-dependent recommendations included in your report. Confirmation- dependent recommendations are not final, because geotechnical engineers develop them principally from judgment and opinion. Geotechnical engineers can finalize their recommendations only by observing actual subsurface conditions revealed during construction. The geotechnical engineer who developed your report cannot assume responsibility or liability for the report’s confirmation-dependent recommendations if that engineer does not perform the geotechnical-construction observation required to confirm the recommendations’ applicability. A Geotechnical-Engineering Report Is Subject to Misinterpretation Other design-team members’ misinterpretation of geotechnical-engineering reports has resulted in costly Important Information about This Subsurface problems are a principal cause of construction delays, cost overruns, claims, and disputes. While you cannot eliminate all such risks, you can manage them. The following information is provided to help. 1902 problems. Confront that risk by having your geo technical engineer confer with appropriate members of the design team after submitting the report. Also retain your geotechnical engineer to review pertinent elements of the design team’s plans and specifications. Constructors can also misinterpret a geotechnical-engineering report. Confront that risk by having your geotechnical engineer participate in prebid and preconstruction conferences, and by providing geotechnical construction observation. Do Not Redraw the Engineer’s Logs Geotechnical engineers prepare final boring and testing logs based upon their interpretation of field logs and laboratory data. To prevent errors or omissions, the logs included in a geotechnical-engineering report should never be redrawn for inclusion in architectural or other design drawings. Only photographic or electronic reproduction is acceptable, but recognize that separating logs from the report can elevate risk. Give Constructors a Complete Report and Guidance Some owners and design professionals mistakenly believe they can make constructors liable for unanticipated subsurface conditions by limiting what they provide for bid preparation. To help prevent costly problems, give constructors the complete geotechnical-engineering report, but preface it with a clearly written letter of transmittal. In that letter, advise constructors that the report was not prepared for purposes of bid development and that the report’s accuracy is limited; encourage them to confer with the geotechnical engineer who prepared the report (a modest fee may be required) and/ or to conduct additional study to obtain the specific types of information they need or prefer. A prebid conference can also be valuable. Be sure constructors have sufficient time to perform additional study. Only then might you be in a position to give constructors the best information available to you, while requiring them to at least share some of the financial responsibilities stemming from unanticipated conditions. Read Responsibility Provisions Closely Some clients, design professionals, and constructors fail to recognize that geotechnical engineering is far less exact than other engineering disciplines. This lack of understanding has created unrealistic expectations that have led to disappointments, claims, and disputes. To help reduce the risk of such outcomes, geotechnical engineers commonly include a variety of explanatory provisions in their reports. Sometimes labeled “limitations,” many of these provisions indicate where geotechnical engineers’ responsibilities begin and end, to help others recognize their own responsibilities and risks. Read these provisions closely. Ask questions. Your geotechnical engineer should respond fully and frankly. Environmental Concerns Are Not Covered The equipment, techniques, and personnel used to perform an environmental study differ significantly from those used to perform a geotechnical study. For that reason, a geotechnical- engineering report does not usually relate any environmental findings, conclusions, or recommendations; e.g., about the likelihood of encountering underground storage tanks or regulated contaminants. Unanticipated environmental problems have led to numerous project failures. If you have not yet obtained your own environmental information, ask your geotechnical consultant for risk-management guidance. Do not rely on an environmental report prepared for someone else. Obtain Professional Assistance To Deal with Mold Diverse strategies can be applied during building design, construction, operation, and maintenance to prevent significant amounts of mold from growing on indoor surfaces. To be effective, all such strategies should be devised for the express purpose of mold prevention, integrated into a comprehensive plan, and executed with diligent oversight by a professional mold-prevention consultant. Because just a small amount of water or moisture can lead to the development of severe mold infestations, many mold- prevention strategies focus on keeping building surfaces dry. While groundwater, water infiltration, and similar issues may have been addressed as part of the geotechnical- engineering study whose findings are conveyed in this report, the geotechnical engineer in charge of this project is not a mold prevention consultant; none of the services performed in connection with the geotechnical engineer’s study were designed or conducted for the purpose of mold prevention. Proper implementation of the recommendations conveyed in this report will not of itself be sufficient to prevent mold from growing in or on the structure involved. Rely, on Your GBC-Member Geotechnical Engineer for Additional Assistance Membership in the Geotechnical Business Council of the Geoprofessional Business Association exposes geotechnical engineers to a wide array of risk-confrontation techniques that can be of genuine benefit for everyone involved with a construction project. Confer with you GBC-Member geotechnical engineer for more information. 8811 Colesville Road/Suite G106, Silver Spring, MD 20910 Telephone: 301/565-2733 Facsimile: 301/589-2017 e-mail: info@geoprofessional.org www.geoprofessional.org Copyright 2015 by Geoprofessional Business Association (GBA). Duplication, reproduction, or copying of this document, or its contents, in whole or in part, by any means whatsoever, is strictly prohibited, except with GBA’s specific written permission. Excerpting, quoting, or otherwise extracting wording from this document is permitted only with the express written permission of GBA, and only for purposes of scholarly research or book review. Only members of GBA may use this document as a complement to or as an element of a geotechnical-engineering report. Any other firm, individual, or other entity that so uses this document without being a GBA member could be commiting negligent or intentional (fraudulent) misrepresentation. 1903 625 Holcomb Bridge Road, Norcross, GA 30071 • 770-209-0029 • unitedconsulting.com GEOTECHNICAL SERVICES Subsurface Soil Investigations Geologic Investigations Foundation Investigations Rock Stability Analysis Rock Anchor/Bolt Design Dam Investigations/ Design Dam Breach Analysis Pile/Caisson/ Foundation Load Slope Stability Analysis Tunnel Design Soil Nailing Design Value Engineering Failure Investigations Pavement Evaluation/ Design Bridge Foundation Investigations Retaining Wall Foundation Investigations ENVIRONMENTAL SERVICES Phase I Site Assessments Phase II Contamination Assessments Brownfield Assessment & Remediation Services Corrective Action Plans Asbestos, Lead- Based Paint, & Mold Consulting Services Indoor/Outdoor Air Quality Assessment & Analysis Groundwater/Surface Water Modeling & Analysis Landfill Services Health & Safety Services Soil and Groundwater Remedial Design & Implementation Hazardous Waste Site Assessment & Remediation Services Regulatory Liaison Services SUBSURFACE UTILITY ENGINEERING Quality Levels A, B, C, D Ground Penetrating Radar SUE Surveying/Surface Geophysics AUTOMATED INSTRUMENTATION Vibration Monitoring Robotic Total Stations Inclinometers and SAAs Tiltmeters Piezometers Real-Time Website Monitoring & Alarming Pre-Post Construction Photographic Survey GEOPHYSICAL SERVICES Geologic Mapping Earth Resistivity Geophysical Instrumentation Review of Blasting Programs Earthquake Risk Assessment Shear Wave Analysis INSPECTION SERVICES Property Condition Survey Replacement & Reserve Analysis Repair Cost Estimates Visual Documentation Plan & Spec Review Construction Draw Inspections Contract Administration Pre-acquisition Survey Construction Monitoring MATERIALS TESTING Complete Mortar & Masonry Testing In-place Density Testing Foundation Testing Asphalt/Concrete Testing & Batch Plant Inspections Magnetic Particle & Radiographic Testing Special Inspections Failure Investigations Monitoring Post- Tension Operations Floor Flatness & Levelness Determinations Moisture Testing Fire Proofing Testing • Portland Based Cement • Gypsum Based Cementitous Spray • Cellulose Insulation ECOLOGICAL SERVICES Aquatic Resource Delineation Wetland/Stream Permitting Services Wildlife & Protected Species Surveys Mitigation Design, Implementation/ Monitoring NEPA Assessments CORPORATE OVERVIEW United Consulting is an engineering consulting firm headquartered in Georgia, specializing in environmental services, geotechnical engineering, geophysical services, automated instrumentation, special inspections, and construction materials testing since 1990. With over 180 employees, including 30 professionally registered engineers and geologists the firm has undertaken some of the most challenging projects in the country. LICENSED TO OPERATE* *Full Legal and Operational Requirements are met in these locations CORPORATE OFFICE UNITED CONSULTING LABORATORY United Consulting’s Geotechnical and Materials Testing Laboratory occupies approximately 10,000 SF of space in our 60,000 SF, Norcross, Georgia headquarters. Our laboratory’s work and facilities meet or exceed the requirements set forth in ASTM E 329, C 1077, and D 3740. Additionally, our laboratory has been a validated U.S. Army Corp of Engineers laboratory, since 2010. LICENSED AND REGISTERED NATIONWIDE United Consulting licensed and registered in 35 states and continues to grow, with offices in Georgia, Alabama, Florida, Texas, and California. 1904 T E M E T E R S S S S W W W W W W W W W W W W W L WL G G SSSSSSSSSS F F F F F F F F F F F F WV WVWV FD C WV METER S S MICHAEL BLAKE BLVD. E . S T A T E R O A D 4 3 4 S50 ° 2 2 ' 2 5 " W 1 5 3 . 2 1 ' ( R ) EX. PROPERTY LINE (TO BE ADJUSTED) 1 0 ' L A N D S C A P E B U F F E R 10' LANDSCAPE BUFFER AND BUILDING SETBACK 2 5 ' B U I L D I N G S E T B A C K PRO P L O T L I N E PR O P L O T L I N E PRO P L O T L I N E PR O P L O T L I N E S I G H T D I S T A N C E T R I A N G L E ( D L = 6 6 0 ) 20' 20 ' 20' 20 ' 20' 2 0 ' 2 0 ' 20' 20' 2 0 ' 20' 2 0 ' 20' 2 0 ' 20' 2 0 ' 20 ' 20' PROP 24' CROSS ACCESS EASEMENT P14-LE-BS 5,576 SF 64 SEATS 65 PARKING SPACES FFE = 45.00 PROPERTY LINE PROPERTY LINE PROPERTY LINE (2) IA (210) VOS (3) AR (3) SP (1) AR (3) SP (189) JUC (1) IA (25) MYF (1) AR (18) ZAF SOD SOD SOD SOD SOD SOD S O D SOD (3) QV (3) QV (47) JUC (56) LMB (1) IA (45) LMB (45) LMB (1) IA (56) JUC (49) LMB (1) IA (37) MYF (1) IA (1) IA (10) TD (269) MYF (1) IA (1) IA (1) IA (41) MYF (24) LMB (13) RHI (34) JUC MONUMENT SIGN (19) ZAF DOUBLE SIDED FREESTANDING SIGN MASTER MONUMENT SIGN (DOUBLE SIDED FREESTANDING) PROP PROPERTY LINE PROPERTY 2 5 ' B U I L D I N G S E T B A C K 10' B U I L D I N G S E T B A C K 7 7 7 8 5 5 PROP "STOP" SIGN PROP ADA PARKING SIGN 10' 10' PROP 1,000 GAL ABOVE GROUND PROPANE TANK (PERMITTED BY OTHERS) SYMBOL CODE QTY BOTANICAL NAME COMMON NAME SIZE CONTAINER NATIVE DROUGHT BUFFER TREES AR 5 ACER RUBRUM RED MAPLE 3" CAL. 10`-12` OA. HT. X 5`-6` SPRD.CONT./B&B YES YES QV 6 QUERCUS VIRGINIANA SOUTHERN LIVE OAK 3" CAL. 12` OA. MIN. HT. X 6-8` SPRD.CONT./B&B YES YES TD 10 TAXODIUM DISTICHUM BALD CYPRESS 3" CAL, 12` OA. HT. X 6` SPRD.B&B YES YES PALMS SP 6 SABAL PALMETTO CABBAGE PALMETTO 12` GW FG NATIVE TOLERANT PARKING LOT TREES IA 11 ILEX X ATTENUATA 'EAST PALATKA'EAST PALATKA HOLLY 2.5" CAL, 10-12` OA HT X 6` SPRD B&B NATIVE TOLERANT SYMBOL CODE QTY BOTANICAL NAME COMMON NAME SIZE CONTAINER NATIVE DROUGHT TOLERANT SHRUB AREAS LMB 219 LIRIOPE MUSCARI 'BIG BLUE'BIG BLUE LILYTURF 18" HT. X 18" SPRD.CONTAINER NO YES MYF 372 MYRCIANTHES GRAGRENS SIMPSON'S STOPPER 24" HT. X 24" SPRD.CONTAINER YES YES RHI 13 RHAPHIOLEPIS INDICA INDIAN HAWTHORN 24" HT X 24" SPRD CONTAINER NO YES VOS 210 VIBURNUM ODORATISSIMUM SWEET VIBURNUM 24" HT. X 24" SPRD.CONTAINER NO YES ZAF 37 ZAMIA FLORIDANA FLORIDA COONTIE 18" HT. X 18" SPRD.CONTAINER YES YES GROUND COVERS JUC 326 JUNIPERUS CONFERTA SHORE JUNIPER 18" HT. X 18" SPRD.CONTAINER NO YES SOD SOD 11,092 SF STENOTAPHRUM SECUNDATUM 'PALMETTO'PALMETTO ST. AUGUSTINE GRASS 12" HT X 18" SPRD PALLET LANDCADD 1987 PLANT SCHEDULE THIS PLAN TO BE UTILIZED FOR SITE LAYOUT PURPOSES ONLY H:\2023\FLA230280.00\ENGINEERING\CAD\DRAWINGS\PLAN SETS\P-CIVL-LAND-FLA230280.00-0.DWG PRINTED BY: EPETERSON 2.17.25 @ 11:06 AM LAST SAVED BY: EPETERSON STORE SHEET : : : : :CHECKED BY JOB NO. DRAWN BY DATE STORE 80% SUBMITTAL FOR CONSTRUCTION PRELIMINARY SHEET TITLE DWG EDITION 02.4 CAD ID : P14-LE-XP - TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S BO H L E R 600 N. WESTSHORE BLVD. SUITE 950 TAMPA, FLORIDA 33609 Phone:(813) 812-4100 Fax:(813) 812-4101 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 05/21/2024 #05814 FLA230280.00 X BW GD #05814 WINTER SPRINGS E SR 434 & MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 CITY OF WINTER SPRINGS 1 2 REVISION 2 - RE9ISIONS REV DATE COMMENT DRAWN BY CHECKED BY 08/06/2024 FDOT DRAINAGE COMMENTS RI KK 10/24/2024 CITY OF WINTER SPRINGS COMMENTS LS/RI KK 10/24/2024 THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY BRETT MICHAEL WALDMAN, PLA, ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. C-701 LAND LANDSCAPE PLAN LEGEND EX. PROPERTY LINE PROP. PARKING COUNT PROP. SIGN PROP. CONCRETE SIDEWALK PROP. BUFFER PROP. SETBACK PROP. BUILDING ENTRANCES # PROP. DRIVE-THRU CONCRETE PROP. HEAVY DUTY CONCRETE EX. ADJACENT PROPERTY LINE PROP. PROPERTY LINE EX. ROADWAY C/L W E S NA D 8 3 NA D 8 3 1"=30' 0 307.51530 LANDSCAPE ROOT BARRIER NOTES TREES SHOWN ON THIS PLAN ARE FOR GRAPHIC REPRESENTATION ONLY. TREE SPACING IS BASED ON DESIGN REQUIREMENTS AND THE TREES SHOWN ON THESE PLANS ATTEMPT TO ACCOMPLISH THAT SPACING WHILE MAINTAINING THE REQUIRED SETBACKS FROM UTILITIES. TREES MAY BE FIELD ADJUSTED TO AVOID CONFLICTS WITH DRIVEWAYS AND UNDERGROUND UTILITIES. IN ANY CASE THE TREES SHALL BE LOCATED IN THE FIELD IN ACCORDANCE WITH THE PLANTING DETAILS SHOWN. ADDITIONALLY, TREES ARE TO BE INSTALLED WITH TEN FOOT (10') SEPARATION FROM ANY WATER OR SEWER MAIN AND/OR SERVICE, HYDRANTS AND LIFT STATIONS. IF A TEN FOOT (10') SEPARATION CANNOT BE ACHIEVED, THE TREE CAN BE INSTALLED WITH A ROOT BARRIER SYSTEM. REFER TO THE "ROOT BARRIER" DETAIL FOR INSTALLATION REQUIREMENTS. HOWEVER, IN NO CASE SHALL A TREE ENCROACH INTO A PBCUE WITHOUT PRIOR BCWUD APPROVAL AND ONLY SOD CAN BE INSTALLED WITHIN 7.5' OF A FIRE HYDRANT UNLESS OTHERWISE APPROVED BY THE FIRE MARSHAL AND PBCWUD SEE DETAIL 8, SHEET C-705 FOR ROOT BARRIER DETAILS. NOTE: ROOT BARRIER SHALL BE PROVIDED FOR ALL LANDSCAPING PROPOSED WITHIN 10 FEET OR DRAINAGE PIPES, STRUCTURES AND CHAMBERS. NATI9E SPECIES * NATIVE SPECIES - HIGH DROUGHT TOLERANCE (OTHERS MEDIUM DROUGHT TOLERANCE) ** CONTRACTOR TO VERIFY SQUARE FOOTAGE CONTRACTOR SHALL VERIFY PLANT QUANTITIES IN THE TABLE WITH THE PLAN. WHERE THERE IS A DISCREPANCY IN PLANT QUANTITIES, THE PLAN OVER RIDES THE PLANT LIST GENERAL LANDSCAPE NOTES 1.ALL PLANTING BEDS TO BE MULCHED WITH 3" FLORIMULCH MELALEUCA (COCOA BROWN) MULCH. 2.THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION 3.DIGGING IN UTILITY EASEMENTS SHALL BE BY HAND ONLY 4.THIS PLAN IS TO BE UTILIZED FOR LANDSCAPE PURPOSES ONLY. 5.ALL DISTURBED UNPAVED AREAS, EXCLUDING PLANTING BEDS, ARE TO BE INSTALLED AS LAWN IN ACCORDANCE WITH LANDSCAPE SPECIFICATION #2.C., UNLESS OTHERWISE STATED ON THIS PLAN. 6.SHRUBS PLANTED ALONG HEAD-IN PARKING STALLS SHALL BE INSTALLED TO ALLOW A CLEARANCE OF TWO FEET FROM FACE OF CURB TO ALLOW FOR BUMPER OVERHANG. 7.IF IRRIGATION IS REQUIRED BY THE OWNER OR APPROVING MUNICIPALITY, THE CONTRACTOR SHALL PROVIDE AN IRRIGATION SYSTEM MEETING THE SPECIFICATIONS OF THE CHOSEN PRODUCT'S MANUFACTURER. THE IRRIGATION DESIGN SHALL ACCOMMODATE LAWN AND BED AREAS EACH UNDER SEPARATE ZONES TO MAXIMIZE WATER EFFICIENCY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ANY PERMITS REQUIRED FOR THE INSTALLATION OF A RUST-FREE IRRIGATION SYSTEM. 8.PLANT MATERIAL SUBSTITUTIONS MUST BE FORMALLY SUBMITTED TO BOHLER ENGINEERING AND THE MUNICIPAL ENGINEER AND LANDSCAPE CONSULTANTS FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. ANY PLANT MATERIAL THAT ARE TO BE INSTALLED WITHIN STORMWATER BMP FEATURES MUST BE NATIVE SPECIES. 9.WITHOUT EXCEPTION, WEED BARRIER FABRIC SHALL NOT BE INSTALLED WITHIN ANY BMP FACILITY. BMP FACILITIES INCLUDE RAINGARDENS, INFILTRATION TRENCHES, VEGETATIVE SWALES AND STORMWATER BASINS. 10.ANY TREE INSTALLED WITHIN 10 FT. OF NEW CONCRETE SIDEWALKS AND/OR NEARBY UNDERGROUND UTILITY OR PIPE SHOULD BE INSTALLED WITH BIOBARRIER ROOT BARRIER FABRIC AS SHOWN. SEE DETAIL DETAIL 8, C-704. 11.THERE IS TO BE NO PLANTING OF TREES OR SHRUBS EITHER DIRECTLY OVER OR WITHIN 10 HORIZONTAL FEET OF THE SANITARY SEWER GRAVITY SEWERS AND FORCE MAIN. LANDSCAPE DATA TABLE JURISDICTION CITY OF WINTER SPRINGS CURRENT ZONING /PROPOSED ZONING (T-C) TOWN CENTER & T5 (URBAN CENTER ZONE) TOTAL SITE AREA 1.67 ACRES LANDSCAPE BUFFER REQUIREMENTS REQUIRED PROVIDED NORTHEAST (SR 434) REQUIRED:10' BUFFER 255.76 LF 6 TREES 6 TREES EAST PROPERTY LINE REQUIRED: 40' BUFFER 410.66 LF 10 TREES 10 TREES OFF-STREET PARKING SEC. 20-467 REQUIRED PROVIDED TERMINAL ISLANDS 7 TREES 7 TREES PARKING ISLANDS 4 TREES 4 TREES MINIMUM TREE REQUIREMENTS SEC 5-13.C REQUIRED PROVIDED 6 TREES PER ACRE 1.36 AC 6 TREES 6 TREES REQUIRED PROVIDED TOTAL TREES 33 TREES 33 TREES TOTAL PALMS 6 PALMS TOTAL SHRUBS 1169 SHRUBS 2 2 2 Digitally signed by Brett Waldman DN: E=bwaldman@bohlereng.com, CN=Brett Waldman, O="BOHLER ENGINEERING FL, LLC", L=Boca Raton, S=Florida, SERIALNUMBER=MAS20250114949011, C=US Date: 2025.02.17 13:05:29-05'00' 19 0 5 H:\2023\FLA230280.00\ENGINEERING\CAD\DRAWINGS\PLAN SETS\P-CIVL-LAND-FLA230280.00-0.DWG PRINTED BY: EPETERSON 2.17.25 @ 11:06 AM LAST SAVED BY: EPETERSON STORE SHEET : : : : :CHECKED BY JOB NO. DRAWN BY DATE STORE 80% SUBMITTAL FOR CONSTRUCTION PRELIMINARY SHEET TITLE DWG EDITION 02.4 CAD ID : P14-LE-XP - TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S BO H L E R 600 N. WESTSHORE BLVD. SUITE 950 TAMPA, FLORIDA 33609 Phone:(813) 812-4100 Fax:(813) 812-4101 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 05/21/2024 #05814 FLA230280.00 X BW GD #05814 WINTER SPRINGS E SR 434 & MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 CITY OF WINTER SPRINGS 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 08/06/2024 FDOT DRAINAGE COMMENTS RI KK 10/24/2024 CITY OF WINTER SPRINGS COMMENTS LS/RI KK 10/24/2024 THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY BRETT MICHAEL WALDMAN, PLA, ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. C-702 LAND /$N'S&$3E 'E7$I/S O PLANTING SOIL BACKFILL EDGE OF MULCH RING BASE OF TREE SHALL BE PLANTED 4" ABOVE ADJACENT FINISHED GRADE. REMOVE ALL TWINE & STRAPS & CUT BURLAP FROM TOP ONE-THIRD OF ROOTBALL. NO SYNTHETIC BURLAP WILL BE ACCEPTED 3" MIN. MULCH COVER TYP. AS SPECIFIED 4" SOIL SAUCER TO HOLD WATER DIAMETER OF TREE PIT TO BE TWICE THE DIAMETER OF ROOT BALL - ROUGHEN SIDES OF TREE PIT SOD PREPARE PLANTING SOIL AS SPECIFIED PLAN VIEW 2 LAYERS OF BURLAP 5-2" X 4" X 16" SECURE WOOD BATTENS TOE NAIL 4-2" X 4" WOOD BRACES SECURED WITH A 2" X 4"X 24" STAKE PAD BURIED 3" BELOW GRADE. 2-3/4" STEEL BANDS DO NOT NAIL BATTENS INTO TREE TRUNK. HEIGHT OF BATTENS SHALL BE LOCATED IN RELATION TO TREE HEIGHT. 120 ALL RELOCATED TREES AND PALMS SHALL BEAR SAME RELATION TO FINISH GRADE AS IT BORE TO PREVIOUS EXISTING GRADE. NOTE: BIO-DEGRADABLE TWINE NYLON STRAP REMOVE BURLAP AT TOP 1/3 OF PLANTING BALL POST TO BE 18" BELOW PIT IN EXISTING SUBGRADE EXISTING SOIL PLANTING SOIL MIX MIN. 3" MULCH 2"x4"x8' STAKES (3 PER TREE) 6"-TYP. 6"-TYP. 3" SAUCER BERM AROUND BASE OF TREE TOP OF ROOTBALL SHALL BE 2" ABOVE FINISHED GRADE NOTE: IF TREE IS CONTAINER GROWN, THE SIDES OF THE ROOTBALL SHOULD BE CUT ON 3 SIDES OF THE BALL APPROX. 2"-4" DEEP. THIS IS TO REDUCE CIRCLING (GIRDLING) ROOTS. 3 LAYERS OF BURLAP 5-2" X 4" X 16" SECURE WOOD BATTENS TOE NAIL 2-3/4" STEEL BANDS DO NOT NAIL BATTENS INTO PALM TRUNK. HEIGHT OF BATTENS SHALL BE LOCATED IN RELATION TO PALM HEIGHT. 5-7 HEALTHY FRONDS MINIMUM. TIE FRONDS WITH BIODEGRADABLE TWINE. HEAD TO REMAIN TIED UNTIL PALM PUSHES IT OPEN. 3" MIN. THICK MULCH AVOID CONTACT WITH TRUNK 4" HIGH SOIL SAUCER BERM TO HOLD WATER FINISHED GRADE ALL ROOT BALL COVERING MATERIALS SHALL BE COMPLETELY REMOVED BEFORE PLANTING 4-2" X 4" WOOD BRACES SECURED WITH A 2" X 4" X 24" STAKE PAD BURIED 3" BELOW GRADE. ROOTBALL DIA. PLUS 6'-0" CL E A R T R U N K OV E R A L L H E I G H T  7REEINS7$//$7ION SECTION 6" MIN. SEE PLAN FOR EDGE CONDITION 1/2 O.C. SPACING 2x DIAMETER OF ROOT BALL 3" MIN. MULCH AS SPECIFIED FINISHED GRADE (SEE GRADING PLAN) PREPARED PLANTING SOIL AS SPECIFIED. WHEN GROUNDCOVERS AND SHRUBS ARE USED IN MASSES, ENTIRE BED AREA SHALL BE EXCABATED TO RECEIVE PLANTING SOIL AND PLANTING MATERIAL-EXCEPT WHEN SPECIFIED IN THE PLANT LIST. EXCAVATE 24" MIN. FOR ALL BEDS O.C. SPACINGO.C. SPACINGO.C. SPACING ROOT BALL NOTE: TREES ADJACENT TO BUILDINGS SHOULD BE PLANTED AT LEAST \ THE DIAMETER OF THE CANOPY AWAY FROM THE BUILDING WALL. PALMS SHOULD NOT BE PLANTED CLOSER THAN 5' FROM BUILDING WALL. NOTE: PLANTS ADJACENT TO BUILDINGS SHOULD BE PLANTED WITH CENTERS AT THE SAME DISTANCE FROM THE WALL AS THE O.C. (ON CENTER) SPACING. EQUAL TO O.C. SPACING O.C. SPACING 5'-0" MIN. PALM EQ U A L T O 1 / 2 D I A . OF C A N O P Y M I N . BUILDING WALL BUILDING WALL SOD SHALL BE AS PER THE PLANS W/ MIN. 2" OF TOP SOIL-SEE SPECS.3" MIN. MULCH (SEE SPECIFICATIONS)UNIMPEDED SHEET FLOW PAVEMENT INSTALL SOD SO THAT MOWED LAWN WILL BE FLUSH WITH TOP OF MULCH AND PAVEMENT. 6'0" VARIES 7'6"7'6" 7'6"7'6" CL PROPOSED EXFILTRATION TRENCH LC OF TREE INSTALL ROOT BARRIER 24" DEEP IMMEDIATELY ADJACENT TO EXFILTRATION TRENCH FILTER FABRIC WHEN TREE IS PLANTED WITHIN 7'-6". INSTALL ROOT BARRIER ADJACENT TO UTILITY LINES, 24" DEPTH ROOT BARRIER SPECIFICATIONS: PANEL: .085 THICK POLYPROPYLENE ROUNDED EDGES ANTI-LIFT PADS ZIPPER JOINT SYSTEM 24" DEPTH NOTES: 1) ROOT BARRIER TO BE INSTALLED WHERE LARGE SHADE TREES ARE TO BE PLANTED WITHIN 10' OF NEW OR PROPOSED UTILITY LINES OR UTILITY STRUCTURES. 2)ROOT BARRIERS TO BE INSTALLED WHERE TREES OR PALMS ARE TO BE PLANTED WITHIN' 10' OF PAVED AREAS (I.E. PLANTING ISLANDS, MEDIANS, SIDEWALKS, ETC) . EXISTING OR PROPOSED WATER LINE OR OTHER CIVIL PIPING SYSTEMS SOD SHALL BE AS PER THE PLANS W/ MIN. 2" OF TOP SOIL-TYP. ON CENTER SPACING SHALL BE AS PER THE PLANS-TYP. MIN. 3" MULCH, MIN. 2" BELOW FINISH SLAB, IF ANY-TYP. MIN. 3"-TYP. MIN. 2"-TYP. CONCRETE SLAB-TYP. MIN. 8" CONTINUOUS LAYER PREPARED PLANT MIXTURE-TYP. FILTER FABRIC-TYP. 8" MIN.  3$/0INS7$//$7ION SECTION  S0$//7REE SECTION  S+R8%3/$N7IN* SECTION  *RO8N'&OVER3/$N7IN* SECTION  3/$N7IN*$'-$&EN77O%8I/'IN* SECTION  SO'INS7$//$7ION SECTION  ROO7%$RRIER SECTION Digitally signed by Brett Waldman DN: E=bwaldman@bohlereng.com, CN=Brett Waldman, O="BOHLER ENGINEERING FL, LLC", L=Boca Raton, S=Florida, SERIALNUMBER=MAS20250114949011, C=US Date: 2025.02.17 13:05:49-05'00' 19 0 6 H:\2023\FLA230280.00\ENGINEERING\CAD\DRAWINGS\PLAN SETS\P-CIVL-LAND-FLA230280.00-0.DWG PRINTED BY: EPETERSON 2.17.25 @ 11:06 AM LAST SAVED BY: EPETERSON STORE SHEET : : : : :CHECKED BY JOB NO. DRAWN BY DATE STORE 80% SUBMITTAL FOR CONSTRUCTION PRELIMINARY SHEET TITLE DWG EDITION 02.4 CAD ID : P14-LE-XP - TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S BO H L E R 600 N. WESTSHORE BLVD. SUITE 950 TAMPA, FLORIDA 33609 Phone:(813) 812-4100 Fax:(813) 812-4101 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 05/21/2024 #05814 FLA230280.00 X BW GD #05814 WINTER SPRINGS E SR 434 & MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 CITY OF WINTER SPRINGS 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 08/06/2024 FDOT DRAINAGE COMMENTS RI KK 10/24/2024 CITY OF WINTER SPRINGS COMMENTS LS/RI KK 10/24/2024 THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY BRETT MICHAEL WALDMAN, PLA, ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. C-703 LAND /$N'S&$3E NO7ES 1.A PRE-INSTALLATION MEETING WITH THE CITY ARBORIST IS REQUIRED PRIOR TO LANDSCAPING ACTIVITIES INCLUDING REMOVAL OF TREES AND/OR INSTALLATION OF PLANT MATERIAL. 2.ALL EXISTING TREES PROPOSED TO REMAIN ARE TO BE SEPARATED FROM THE LIMITS OF DISTURBANCE OF THE CONSTRUCTION AREA BY TREE PROTECTION FENCING AND SIGNAGE. THE TREE PROTECTION FENCING SHALL BE LOCATED AT THE EDGE OF THE TREE PROTECTION ZONE AS DEPICTED ON THE PLAN OR AT THE EDGE OF THE DRIPLINE(S) IF A TREE PROTECTION ZONE IS NOT DESIGNATED. NO MATERIAL STORAGE OR CONSTRUCTION ACCESS IS PERMITTED WITHIN THE TREE PROTECTION ZONE. 3.ALL EXISTING TREES SHALL BE PRUNED TO ANSI A-300 STANDARDS TO CORRECT POTENTIAL HAZARDS. 4.A TREE REMOVAL PERMIT IS REQUIRED PRIOR TO REMOVAL OR RELOCATION OF ANY TREE OR PALM. CONTACT THE CITY TO OBTAIN PERMIT INFORMATION. 5.CONTRACTOR SHALL NOTIFY SUNSHINE ONE CALL OF FLORIDA, INC. AT 1-800-432-4770 A MINIMUM OF 2 FULL BUSINESS DAYS PRIOR TO DIGGING. CONTRACTOR IS RESPONSIBLE FOR AVOIDING DAMAGE TO UTILITIES FROM PLANT INSTALLATION. 6.TREE RELOCATIONS: A.EXISTING TREES TO BE RELOCATED SHALL BE ROOT PRUNED A MINIMUM OF 120 DAYS PRIOR TO RELOCATION B MINIMUM ROOT BALL SIZES SHALL BE IN ACCORDANCE WITH ANSI STANDARDS AS FOLLOWS: CALIPER MINIMUM ROOT BALL DIAMETER 1 16 2 24 3 32 4 42 5 54 6 60 7 70 8 80 >8 12 INCHES PER INCH OF TRUNK DIAMETER TRANSPLANTED TREES WITH UNDERSIZED ROOT BALLS MAY BE REJECTED BY THE CITY ARBORIST AND REPLACEMENT TREES MAY BE REQUIRED. C.A TEMPORARY IRRIGATION SYSTEM SHALL BE PROVIDED DURING AND FOR THE FIRST 40 DAYS AFTER ROOT PRUNING. 7.ALL PLANTING MUST FOLLOW PLANTING SPECIFICATIONS AND DETAILS SHOWN ON THE PLAN. 8.SUBSTITUTIONS OF PLANT SPECIES OR SPECIFICATIONS MUST BE APPROVED IN WRITING BY THE CITY AND COUNTY PRIOR TO USE. 9.ALL INVASIVE EXOTIC VEGETATION SHALL BE DISPOSED OF OR TREATED AS PER THE LOCAL OR REGIONAL GOVERNING AUTHORITIES REQUIREMENTS OR RECOMMENDATIONS. 10.ALL PLANT MATERIAL PLANTED PER THIS LANDSCAPE PLAN SHALL BE FLORIDA GRADE #1 OR BETTER, AS SPECIFIED IN THE CURRENT EDITION OF THE FLORIDA DEPARTMENT OF AGRICULTURE'S GRADES AND STANDARDS FOR NURSERY PLANTS. DAMAGED PLANT MATERIAL SHALL BE REJECTED AND REPLACED PRIOR TO INSTALLATION. 11.ALL SIZES SHOWN FOR PLANT MATERIAL ARE TO BE CONSIDERED MINIMUMS. 12.WHERE QUANTITIES AND/OR SPECIES DIFFER BETWEEN THE PLANTING PLANS AND PLANT LISTS, THE PLANS SHALL TAKE PRECEDENCE. 13.ALL NEW PLANT MATERIAL SHALL BE WARRANTED BY THE CONTRACTOR FOR A MINIMUM PERIOD OF ONE YEAR. THE WARRANTY PERIOD SHALL BEGIN AFTER ACCEPTANCE OF THE PLANTS BY THE CITY AND COUNTY. 14.PLANT BEDS TO BE TREATED WITH PRE-EMERGENT HERBICIDE PRIOR TO PLANTING. 15.ALL TREE AND PALM STAKING AND SUPPORT SHALL BE REMOVED ONE YEAR AFTER INSTALLATION. 16.ALL LANDSCAPE MATERIAL SHALL BE THOROUGHLY WATERED AT THE TIME OF PLANTING, NO DRY PLANTING PERMITTED. 17.CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING TEMPORARY WATER PROVISIONS UNTIL SUCH TIME AS THE IRRIGATION SYSTEM IS OPERATIONAL. 18.ALL WIRE GUYS AND/OR FABRIC STRAPS SHALL BE FLAGGED WITH FLORESCENT COLORED TAPE. 19.MULCHING: ALL LANDSCAPE AREAS NOT COVERED BY SOD SHALL BE COVERED BY A MINIMUM 3-INCH LAYER OF MULCH. D.A MULCH RING WITH A MINIMUM RADIUS OF 24 INCHES (48 INCH DIAMETER), IS REQUIRED AROUND ALL NEWLY INSTALLED TREES AND PALMS. E.CYPRESS OR COLORED MULCH SHALL NOT BE USED. F.NO MULCH SHALL BE PLACED TOUCHING OR WITHIN SIX INCHES OF THE TRUNK OF A TREE OR PALM. 19.ALL NEWLY LANDSCAPED AREAS SHALL BE EXCAVATED DOWN TO A DEPTH OF 24 INCHES BELOW FINAL GRADE AND BACK FILLED WITH CLEAN DEBRIS-FREE SOIL. EXISTING SOIL MAY BE RE-USED FOR BACKFILLING IF DEBRIS IS REMOVED AND ORGANIC CONTENT IS SUFFICIENT OR SOIL IS AUGMENTED WITH TOPSOIL. CONSTRUCTION ACCESS SHALL BE RESTRICTED FROM THE LANDSCAPE AREA AFTER EXCAVATION AND BACKFILL IS COMPLETE. 20.ALL LANDSCAPE AREAS SHALL BE FINISH GRADED SUCH THAT THEY ARE A MINIMUM OF 3.5 INCHES BELOW SURROUNDING PAVED SURFACES SO AS NOT TO IMPEDE THE FLOW OF DRAINAGE INTO LANDSCAPED AREAS AND TO ALLOW FOR A 3-INCH MULCH LAYER. 21.THE LOCATION OF PLANT MATERIAL AS SHOWN ON THESE PLANS IS FINAL. THE FINAL LOCATIONS CAN BE ADJUSTED ON SITE TO ACCOMMODATE UNFORESEEN FIELD CONDITIONS. THESE CHANGES MUST COMPLY WITH ALL SAFETY SETBACK CRITERIA AND BE DIRECTED OR APPROVED BY THE CONSULTANT AND THE COUNTY CODES. 22.REPORT ANY AND ALL DISCREPANCIES BETWEEN THE CONSTRUCTION DRAWINGS AND FIELD CONDITIONS TO THE CONSULTANT AND COUNTY IMMEDIATELY. 23.THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL PLANT COUNTS AND REPORT ANY DISCREPANCIES TO THE CONSULTANT AND COUNTY PRIOR TO CONSTRUCTION. 24.BEFORE CONSTRUCTION BEGINS THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL AVOID DAMAGE TO ALL UTILITIES DURING CONSTRUCTION. IF SUCH DAMAGE OCCURS THE CONTRACTOR IS RESPONSIBLE FOR ANY NECESSARY REPAIRS AND THEY SHOULD BE MADE IMMEDIATELY AT THE CONTRACTORS EXPENSE. 25.ALL WORK MUST COMPLY WITH THE FLORIDA STATE STATUTE 553.81- "PROTECTION OF UNDERGROUND PIPELINES." 26.THE CONTRACTOR MUST COMPLY WITH ALL STATE AND LOCAL WATER QUALITY STANDARDS. IRRIGATION NOTES: 1.XERISCAPE PRINCIPLES HAVE BEEN APPLIED TO THIS LANDSCAPE PLAN AS SPECIFIED IN SFWMD's XERISCAPE PLANT GUIDE II AND SHALL BE APPLIED ALL THROUGHOUT LANDSCAPE INSTALLATION AND MAINTENANCE. 2.THE CONTRACTOR SHALL MAINTAIN TEMPORARY IRRIGATION OR PROVIDE HAND WATERING FOR ALL RELOCATED TREES AND PALMS FROM NOTICE TO PROCEED UNTIL PERMANENT IRRIGATION SYSTEM IS OPERABLE. 3.THE IRRIGATION SYSTEM SHALL BE CONFIGURED TO ACCOMMODATE EXISTING TREES AND PALMS PER PLANS. 4.ALL LANDSCAPED AREAS MUST BE IRRIGATED IN ACCORDANCE WITH ALL LOCAL/ COUNTY REQUIREMENTS. 5.REMOVE EXISTING IRRIGATION EQUIPMENT WHICH INTERFERES WITH ANY CONSTRUCTION. THIS INCLUDES, BUT IS NOT LIMITED TO, CONTROLLERS, SPRINKLER HEADS, PIPE, QUICK COUPLERS, BACKFLOW PREVENTERS, CONTROL WIRE AND CONDUITS. ADDITIONALLY THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE EXISTING SYSTEM THROUGHOUT THE CONSTRUCTION PROCESS. 6.CONTRACTOR SHALL COORDINATE ALL PLANTING WORK WITH IRRIGATION WORK. INSPECT IRRIGATION SYSTEM AND INSURE THAT ADEQUATE WATER IS AVAILABLE BEFORE BEGINNING PLANTING OPERATIONS. IRRIGATION SYSTEMS WILL NOT PROVIDE SUFFICIENT QUANTITIES OF WATER FOR NEWLY PLANTED MATERIALS. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR DEEP ROOT HAND WATERING. 7.IF PROVIDED, REFER TO IRRIGATION PLANS FOR ADDITIONAL NOTES AND DETAILS. SOIL PREPARATION, SOIL MIX, FERTILIZER, & MULCH NOTES: 1.ENSURE THAT ALL PLANTING SOIL IS FERTILE, FRIABLE, NATURAL LOAM SURFACE SOIL, REASONABLY FREE OF SUBSOIL, CLAY LUMPS, WEEDS AND OTHER LITTER, AND FREE OF ROOTS,STUMPS AND STONES LARGER THAN ONE INCH IN ANY DIMENSION, AND OTHER EXTRANEOUS OR TOXIC MATTER HARMFUL TO PLANT GROWTH. SHOULD ANY SOIL AMENDMENT BE NECESSARY, THE CONTRACTOR SHALL BRING THIS TO THE ATTENTION OF THE CONSULTANT AND THE COUNTY. 2.APPLY APPROVED HERBICIDE- ACCORDING TO MANUFACTURERS RATE AND SPECS WITHIN LIMITS OF ALL AREAS TO BE PLANTED. PROTECT EXISTING PLANTS TO REMAIN FROM OVERSPRAY OR SPRAY WITHIN ROOT ZONE. CONTRACTOR AND COUNTY TO ENSURE TOTAL WEED ERADICATION. 3.SCARIFY SUBSOIL TO A DEPTH OF 3 INCHES. 4.PLANTING MIX FOR TREES, SHRUBS, AND GROUNDCOVERS SHALL CONSIST OF A THOROUGHLY BLENDED MIXTURE OF: A.20% TOPSOIL B.10% PEAT OR COMPOST C.70% SAND 5.PLANTING MIX FOR BACKFILL AROUND ROOT BALLS OF PALMS: A.90% NATIVE SAND FROM ON SITE OR APPROVED SUBSTITUTE B.10% TOPSOIL 6.FERTILIZE ALL TREES, SHRUBS AND GROUNDCOVER WITH PLANTING TABLETS 20-20-5 FORMULA, 21 GRAM. 7.ALL SHRUB BEDS SHALL BE EXCAVATED TO A MINIMUM DEPTH OF 24" AND BACK FILLED WITH THE SPECIFIED MIXTURE. 8.SMOOTH ALL PREPARED TOPSOIL TO 3" EXCEPT WITHIN DRIP LINES OF EXISTING TREES AND 4" BELOW TOP OF SURROUNDING PAVING EDGES. REMOVE ALL ROCKS AND OTHER OBJECTS OVER 1" IN DIAMETER. 9.FINISH GRADE ALL PREPARED TOPSOIL AREAS TO A SMOOTH, EVEN SURFACE ASSURING POSITIVE DRAINAGE AWAY FROM THE STRUCTURES AND ELIMINATE ANY LOW AREAS WHICH MAY COLLECT WATER. 10.TOPSOIL SHALL NOT BE EXTREMELY ACIDIC OR ALKALINE, NOR CONTAIN ANY TOXIC SUBSTANCE WHICH MAY BE HARMFUL TO PLANT GROWTH. THE PH SHALL BE IN THE RANGE OF 5.5-6.5. 11.CONTRACTOR SHALL MULCH ALL PLANTING MATERIAL THROUGHOUT AND COMPLETELY TO A 3 INCH DEPTH WITH CLEAN, WEED FREE FLORAMULCH 12.MINIMUM OF 2" TOPSOIL MUST BE ADDED UNDER ALL SODDED AREAS. 27.THE LOCATION OF ALL THE UTILITIES SHOWN ON THE PLAN IS APPROXIMATE. THE EXACT LOCATION SHALL BE DETERMINED BY THE CONTRACTOR ON SITE. ALL PLANTING MAY BE ADJUSTED TO AVOID CONFLICTS WITH UTILITIES AND/OR EXISTING ABOVE GROUND ELEMENTS. ANY ADJUSTMENTS GREATER THAN 10 FEET SHALL BE DONE ONLY WITH THE APPROVAL OF THE CONSULTANT AND THE COUNTY. 28.CAUTION SHOULD BE EXERCISED WHEN WORKING NEAR EXISTING PLANTING AND ANY FURNISHING THAT IS TO REMAIN ON SITE TO PREVENT ANY DAMAGE. ANY SIGNS, STRUCTURES, OR PLANTING SHALL BE REPLACED AT THE CONTRACTORS EXPENSE IF DAMAGED BEYOND USE. DAMAGED BEYOND USE WILL BE DETERMINED BY THE CONSULTANT AND THE COUNTY. 29.ANY PUBLIC LAND CORNER WITHIN THE LIMITS OF CONSTRUCTION IS TO BE PROTECTED. IF A CORNER MONUMENT IS IN DANGER OF BEING DESTROYED AND HAS NOT BEEN PROPERLY REFERENCED, THE CONTRACTOR SHALL NOTIFY THE DISTRICT LOCATION SURVEYOR IMMEDIATELY. 30.MAINTENANCE OF TRAFFIC FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS (U.S. DEPARTMENT OF TRANSPORTATION, F.H.W.A.). ATTENTION IS DIRECTED TO STANDARD INDEX NUMBER 623 OF THE ROADWAY AND TRAFFIC DESIGN STANDARDS. 31.THE CONTRACTOR SHALL INSURE THAT INSTALLATION OF ALL PLANTING IN MEDIANS AND RIGHT OF WAYS CONFORMS TO CRITERIA SET FORTH IN F.D.O.T. ROADWAY AND TRAFFIC DESIGN STANDARDS AND IN F.D.O.T. MAINTENANCE RATING PROGRAM. 32.ANY MAINTENANCE THAT INVOLVES TRAFFIC ACTIVITY SHALL BE COORDINATED WITH THE COUNTY BEFORE AND DURING CONSTRUCTION ACTIVITIES. 33.CONTRACTOR IS RESPONSIBLE FOR CLEANING ALL WORK AREAS AT THE END OF EACH WORKING DAY. ANY DEBRIS SHALL BE COLLECTED AND DEPOSITED APPROPRIATELY OFF SITE DAILY. ALL MATERIALS, PRODUCTS, AND EQUIPMENT SHALL BE STORED IN AN ORGANIZED FASHION. 34.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS THAT ARE REQUIRED BY THE CITY FOR TREE REMOVAL, RELOCATION, TREE PROTECTION OR INSTALLATION BEFORE BEGINNING WORK. 35.ALL EXISTING TREES TO REMAIN SHALL BE PROTECTED BY INSTALLING PROTECTIVE BARRIERS AROUND THE DRIP LINE OF TREES. THESE PROTECTIVE BARRIERS SHALL BE SEEN EASILY BY OPERATORS OF TRUCKS AND OTHER EQUIPMENT. THEY SHALL BE CONSTRUCTED OF STURDY MATERIALS (NOT FLAGGING OR RIBBON) AND SHALL BE INSTALLED PRIOR TO AND DURING CONSTRUCTION. 36.DO NOT STORE OR USE ANY MATERIALS OR EQUIPMENT WITHIN THE DRIP LINE OF ANY TREE THAT IS TO BE RELOCATED OR PROTECTED IN PLACE UNLESS THE ACTIVITY IS BEING DONE TO PROTECT THE TREES. 37.DO NOT DISCHARGE OR CONTAMINATE THE SOIL WITHIN THE DRIP LINE OF ANY OF THE TREES TO BE RELOCATED OR PROTECTED IN PLACE. THIS INCLUDES SUBSTANCES SUCH AS PAINT, OIL, SOLVENTS, PETROLEUM PRODUCTS, ASPHALT, CONCRETE, MORTAR, OR ANY OTHER MATERIAL THAT MAY CAUSE DAMAGE TO THE TREE'S ROOT SYSTEM. 38.CLEARING OF VEGETATION WITHIN THE DRIP LINE OF THE TREES DESIGNATED TO BE PROTECTED IN PLACE OR RELOCATED SHALL BE PERFORMED CAUTIOUSLY WITH HAND TOOLS TO MINIMIZE ANY DAMAGE TO THE TREE'S ROOT SYSTEM. 39.DO NOT ATTACH ANYTHING TO TREES THAT ARE TO REMAIN ON THE SITE UNLESS IT IS SOMETHING THAT WILL PROTECT AND NOT DAMAGE THE TREE. 40.KEEP A NATURAL GRADE ABOVE THE DRIP LINE ON ANY TREE THAT IS TO BE PROTECTED IN PLACE. ANY PRESERVED TREES DISTURBED DURING CONSTRUCTION MUST BE RETURNED TO ITS ORIGINAL GRADE AFTER CONSTRUCTION. 41.ALL LANDSCAPE AND PLANTING SHALL COMPLY WITH COUNTY LAND USE POLICY AND WITH CHAPTER 62B-55 OF THE FLORIDA ADMINISTRATIVE CODE. 42.ALL PLANT MATERIAL FURNISHED BY THE CONTRACTOR UNLESS OTHERWISE SPECIFIED SHALL BE FLORIDA NO. 1 GRADE OR BETTER, AND SHALL BE INSTALLED AS SPECIFIED IN "GRADES AND STANDARDS FOR NURSERY PLANTS," PUBLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. ALL PLANT MATERIAL MUST BE HEALTHY, VIGOROUS MATERIALS, FREE OF PESTS AND DISEASES. 43.ALL SIZES SHOWN FOR PLANT MATERIAL ON THE PLAN ARE TO BE CONSIDERED AS MINIMUMS. ALL PLANT MATERIAL MUST MEET OR EXCEED THESE MINIMUM REQUIREMENTS FOR BOTH HEIGHT AND SPREAD. ANY OTHER REQUIREMENTS FOR SPECIFIC SHAPE OR EFFECT AS NOTED ON THE PLAN OR SPECIFICATIONS WILL ALSO BE REQUIRED FOR ACCEPTANCE. ANY SUBSTITUTIONS MUST BE APPROVED BY THE CONSULTANT AND THE COUNTY. 44.THE CONTRACTOR IS RESPONSIBLE FOR ALL PLANTING MEETING SPECIFICATIONS AS NOTED BEFORE INSTALLATION. CONTRACTOR SHALL IMMEDIATELY REMOVE ALL PLANTING THAT DOES NOT MEET SPECIFICATIONS AND BE HELD RESPONSIBLE TO REPLACE IT WITH APPROPRIATE PLANTING. 45.IN THE EVENT OF A VARIATION BETWEEN THE PLANT LISTS AND THE ACTUAL QUANTITY OF PLANTS SHOWN, THE PLANS HOLD TRUE. 46.ALL ROOT BALLS SHALL CONFORM TO THE SIZE STANDARDS SET FORTH 47.ALL PLANT MATERIALS MUST BE PROTECTED DURING TRANSPORT AND DELIVERY TO THE JOB SITE WITH SHADE CLOTH OR OTHER ACCEPTABLE MEANS OF WINDBURN PREVENTION. 48.CONTRACTORS SHALL FIELD VERIFY ALL INFORMATION PRIOR TO INITIATING PLANTING INSTALLATION. ALL EXISTING PLANTING SHALL REMAIN INTACT AND UNDISTURBED UNLESS OTHERWISE NOTED ON THE PLANS. 49.CONTRACTOR SHALL FIELD STAKE THE LOCATION OF ALL PLANT MATERIAL PRIOR TO INSTALLATION FOR THE REVIEW AND APPROVAL OF THE CONSULTANT. 50.ALL TREES MUST BE FLORIDA #1, STRAIGHT TRUNKED, FULL HEADED, AND MEET ALL REQUIREMENTS SPECIFIED. 51.CONTRACTOR TO REPLACE REJECTED PLANT MATERIAL WITHIN ONE WEEK OF NOTICE. 52. INSTALLATION- ALL PLANT MATERIAL SHALL BE INSTALLED IN A SOUND HIGH QUALITY MANNER AND ACCORDING TO GOOD PLANTING PROCEDURES WITH THE QUALITY OF PLANT MATERIALS AS HEREINAFTER DESCRIBED. ALL ELEMENTS OF LANDSCAPING SHALL BE INSTALLED SO AS TO MEET ALL APPLICABLE ORDINANCES AND CODE REQUIREMENTS. 53.CONTRACTOR IS RESPONSIBLE FOR WATERING AND MAINTAINING ALL TREES AND LANDSCAPE PER DIVISION 32. CONTRACTOR SHALL INSURE THAT ALL DRAINAGE AND PERCOLATION OF ALL PLANTING PITS PRIOR TO INSTALLATION OF PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR REPLACEMENT OF PLANTS IF DEAD OR DYING PRIOR TO FINAL ACCEPTANCE. 54.TYPICALLY, SHRUB AND GROUNDCOVER PLANTINGS ARE SHOWN AS MASS PLANTING BEDS. PLANTS SHOULD BE PLACED ON A TRIANGULAR SPACING SHOWN IN THE PLANTING DETAILS. PLANT CENTER TO CENTER DIMENSIONS (O.C.) ARE LISTED ON THE PLANT LIST. 55.TREES GROWN IN GROW BAGS OR GROW BAG TYPE MATERIAL MUST HAVE THE GROW BAG REMOVED ENTIRELY BEFORE PLANTING. 56.BALLED AND BURLAPPED MATERIAL SHALL HAVE THE TOP ONE HALF (½) OF THE BURLAP AROUND THE BASE OF THE TRUNK CUT AND PULLED BACK. DO NOT REMOVE THE BURLAP BUT WIRE CAGES, STRAPS, ETC. MUST BE CUT AND REMOVED COMPLETELY BEFORE INSTALLATION. 57.CONTRACTOR SHALL REFER TO THE LANDSCAPE PLANTING DETAILS, PLANT LIST, GENERAL NOTES, AND ANY OTHER MATERIALS FROM THE LANDSCAPE ARCHITECT FOR COMPLETE LANDSCAPE PLANTING INSTRUCTIONS. 58.THE FOLLOWING GUIDELINES SHALL BE FOLLOWED TO ENSURE SUCCESSFUL TRANSPLANTING OF TREES: a.ANY TREE BEING RELOCATED SHALL NOT BE UNNECESSARILY DAMAGED DURING REMOVAL, TRANSPORT, OR REPLANTING OF THAT TREE. b.TREES MUST BE ROOT PRUNED APPROPRIATELY PRIOR TO REMOVAL . c.DURING AND FOLLOWING TRANSPLANTING THE ROOT BALL MUST BE KEPT MOIST AT ALL TIMES. d.TRANSPLANTED TREES SHALL BE BRACED AT LEAST ONE FULL YEAR. e.TRANSPLANTED TREES SHALL NOT BE FERTILIZED AT PLANTING TIME BUT SHALL BE WATERED SUFFICIENTLY UNTIL THE TREE GROWTH IS REESTABLISHED. f.RELOCATED TREES/PALMS WILL BE MOVED IN ACCORDANCE WITH MINIMUM STANDARDS SET FORTH IN ANSI A-300 g.ALL CROWN PRUNING SHALL BE DONE IN ACCORDANCE WITH NATIONAL ARBORIST ASSOCIATION STANDARDS OR PALM PRUNING IN ACCORDANCE WITH CITY STANDARDS. 59.CONTRACTOR SHALL REGRADE ALL AREAS DISTURBED BY PLANT REMOVAL, RELOCATION, AND/OR INSTALLATION WORK. CONTRACTOR SHALL REPLACE (BY EQUAL SIZE AND QUALITY) ANY AND ALL EXISTING PLANT MATERIAL DISTURBED OR DAMAGED BY PLANT REMOVAL, RELOCATION OR INSTALLATION. 60.CONTRACTOR SHALL BE RESPONSIBLE TO REPLACE ALL PORTIONS OF EXISTING LAWN AREAS DAMAGED WHILE COMPLETING PLANTING INSTALLATION WITH SAME GRASS SPECIES TO THE SATISFACTION OF THE CONSULTANT AND THE COUNTY. 61.GENERAL GRADING TO APPROXIMATELY 1 INCH SHALL BE PROVIDED BY THE CONTRACTOR. ALL FINISHED SITE GRADING AND FINAL DECORATIVE BERM SHAPING SHALL BE PROVIDED BY THE CONTRACTOR. 62.ALL LANDSCAPE MATERIALS SHALL BE MAINTAINED TO PROVIDE CONTINUOUS CLEAR ZONES FOR SIGHT VISIBILITY FOR PEDESTRIANS AND VEHICULAR TRAFFIC AND LANDSCAPE MAINTENANCE SHALL CONFORM TO STANDARD INDEX 546 CRITERIA SET FORTH IN F.D.O.T. ROADWAY AND TRAFFIC DESIGN STANDARDS. 63.APPLICATION/ SCHEDULE: WATER NEW TREES, PALMS, AND SHRUBS EVERY DAY FOR THE FIRST TWO WEEKS, THREE TIMES A WEEK FOR THE SECOND TWO WEEKS, AND THEN TWICE A WEEK FOR THE NEXT EIGHT WEEKS FOR A TOTAL OF A 90 DAY WATERING PERIOD. NO FURTHER WATERING WILL BE REQUIRED. HAND WATERING SCHEDULE TO START AT FINAL ACCEPTANCE OF PROJECT. 64.EARTH BERM 4” HIGH OUTSIDE THE PROPOSED ROOT BALL PRIOR TO WATERING. APPLY A MINIMUM OF 4” OF WATER WITHIN THE SAUCER, OR 1-3 GALLONS PER INCH OF TRUNK DIAMETER, WHICH EVER IS MORE AT EACH WATERING. WATER APPLICATION SHOULD SATURATE THE ROOT BALL TO ITS ENTIRE DEPTH. DO NOT WATER IF ROOT BALL IS ALREADY SATURATED. 65.HANDWATERING IS IN ADDITION TO THE UNDERGROUND IRRIGATION SYSTEM. /$N'S&$3ENO7ES Digitally signed by Brett Waldman DN: E=bwaldman@bohlereng.com, CN=Brett Waldman, O="BOHLER ENGINEERING FL, LLC", L=Boca Raton, S=Florida, SERIALNUMBER=MAS20250114949011, C=US Date: 2025.02.17 13:06:46-05'00' 19 0 7 T E ME T E R S S S S W W W W W W W W W W W W W L WL G G SSSSSSSSSS F F F F F F F F F F F F WV WVWV FD C WV METER S S MICHAEL BLAKE BLVD. E . S T A T E R O A D 4 3 4 S50 ° 2 2 ' 2 5 " W 1 5 3 . 2 1 ' ( R ) EX. PROPERTY LINE (TO BE ADJUSTED) 1 0 ' L A N D S C A P E B U F F E R 10' LANDSCAPE BUFFER AND BUILDING SETBACK 2 5 ' B U I L D I N G S E T B A C K PRO P L O T L I N E PR O P L O T L I N E PRO P L O T L I N E PR O P L O T L I N E S I G H T D I S T A N C E T R I A N G L E ( D L = 6 6 0 ) 20' 20 ' 20' 20 ' 20' 2 0 ' 2 0 ' 20' 20' 2 0 ' 20' 2 0 ' 20' 2 0 ' 20' 2 0 ' 20 ' 20' PROP 24' CROSS ACCESS EASEMENT P14-LE-BS 5,576 SF 64 SEATS 65 PARKING SPACES FFE = 45.00 PROPERTY LINE PROPERTY LINE PROPERTY LINE SOD SOD SOD SOD SOD SOD S O D SOD MONUMENT SIGN S R S S S R S S S S S S S S S S S S S S S S S S S S L L S S S S R R R S S S S S S S S SS S S S S L L L S S S R R R S F F F F F F F F F F F F F F F F F F F F 1 34.0112" 2 4.751" 3 30.51" 5 26.5112" 6 5.491" C R 1 2" 3 4" 3 4" 1" 112" 114" 12" 12" 3 4" 1 2" 1 2" 3 4" 1" 12" 3 4" 3 4" 1" 12" 4 21" 7 2.751" 1" 3 4" 12"3 4"114" 12" 11 4" 112" 3 4" 12" 1 2" 3 4" 12" 1 2" 3 4" 212" 2" 2" 12" 114" 1" 12" 3 4" 3 4" 1 2" 1" 1" 3 4" 1" 3 4" 11 4" 114" 2" 114" 12" 11 4" 1" 2" 212" R R R S S S M BF DOUBLE SIDED FREESTANDING SIGN MASTER MONUMENT SIGN (DOUBLE SIDED FREESTANDING) PROP PROPERTY LINE 2 5 ' B U I L D I N G S E T B A C K 10' B U I L D I N G S E T B A C K 7 8 5 PROP "STOP" SIGN SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI DETAIL RAIN BIRD RD-06-S 15 STRIP SERIES 6IN. POP-UP W/ CHECK VALVE. 64 25 RAIN BIRD 1806-1400 FLOOD FLOOD BUBBLER 6.0IN. POPUP 38 20 SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI GPM RADIUS DETAIL RAIN BIRD 3504-PC 0.75 TURF ROTOR, 4IN. POP-UP. ADJUSTABLE AND FULL CIRCLE. 30 25 0.54 15' RAIN BIRD 3504-PC 1.0 TURF ROTOR, 4IN. POP-UP. ADJUSTABLE AND FULL CIRCLE. 13 25 0.77 20' RAIN BIRD 3504-PC 1.5 TURF ROTOR, 4IN. POP-UP. ADJUSTABLE AND FULL CIRCLE. 4 25 1.06 23' SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL RAIN BIRD XCZ-100-LC 1" WIDE FLOW DRIP CONTROL KIT, FOR LIGHT COMMERCIAL USES. 1IN. PEB VALVE, WITH 1IN. PRESSURE REGULATING 40PSI BASKET FILTER. 0.3-20 GPM. 1 RAIN BIRD MDCFCAP DRIPLINE FLUSH VALVE CAP IN COMPRESSION FITTING COUPLER. 20 AREA TO RECEIVE DRIPLINE RAIN BIRD XFDE-06-18 XFDE ON-SURFACE PRESSURE COMPENSATING LANDSCAPE DRIPLINE. 0.6 GPH EMITTERS AT 18IN. O.C. DRIPLINE LATERALS SPACED AT RR APART, WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. UV & KINK RESISTANT. USE XF INSERT FITTINGS. 820.9 L.F. SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL RAIN BIRD PEB 1-1/2" 1IN., 1-1/2IN., 2IN., 3IN. PLASTIC INDUSTRIAL REMOTE CONTROL VALVE. LOW FLOW OPERATING CAPABILITY, GLOBE CONFIGURATION. 2 RAIN BIRD PEB 1" 1IN., 1-1/2IN., 2IN., 3IN. PLASTIC INDUSTRIAL REMOTE CONTROL VALVE. LOW FLOW OPERATING CAPABILITY, GLOBE CONFIGURATION. 4 FEBCO 765 1-1/2" PRESSURE VACUUM BREAKER, BRASS WITH BALL VALVE SOV. INSTALL 12IN. ABOVE HIGHEST DOWNSTREAM OUTLET AND THE HIGHEST POINT IN THE DOWNSTREAM PIPING. 1 RAIN BIRD ESP4ME3 WITH (3) ESP-SM3 13 STATION, HYBRID MODULAR OUTDOOR CONTROLLER. FOR RESIDENTIAL OR LIGHT COMMERCIAL USE. LNK WIFI MODULE AND FLOW SENSOR READY. 1 RAIN BIRD RSD-BEX RAIN SENSOR, WITH METAL LATCHING BRACKET, EXTENSION WIRE. 1 WATER METER 2" NEW 2" WATER METER W/ 1 1/2" SERVICE LINE 1 IRRIGATION LATERAL LINE: PVC SCHEDULE 40 1/2"2,304 L.F. IRRIGATION LATERAL LINE: PVC SCHEDULE 40 3/4"498.6 L.F. IRRIGATION LATERAL LINE: PVC SCHEDULE 40 1"307.2 L.F. IRRIGATION LATERAL LINE: PVC SCHEDULE 40 1 1/4"477.4 L.F. IRRIGATION LATERAL LINE: PVC SCHEDULE 40 1 1/2"120.1 L.F. IRRIGATION LATERAL LINE: PVC SCHEDULE 40 2"27.8 L.F. IRRIGATION MAINLINE: PVC SCHEDULE 40 70.4 L.F. IRRIGATION MAINLINE: PVC SCHEDULE 40 3/4"34.3 L.F. IRRIGATION MAINLINE: PVC SCHEDULE 40 2"292.7 L.F. IRRIGATION MAINLINE: PVC SCHEDULE 40 2 1/2"419.9 L.F. PIPE SLEEVE: PVC CLASS 200 SDR 21 1,083 L.F. EST CST SSTRCSLCS E L R C S 1408140414021401 F BF C R M Valve Number Valve Flow Valve Size Valve Callout # ##" IRRIGATION SCHEDULE NUMBER MODEL SIZE TYPE GPM WIRE PSI PSI @ POC PRECIP 1 RAIN BIRD PEB 1-1/2"SHRUB SPRAY 34.02 188.4 33.1 39.5 1.41 in/h 2 RAIN BIRD PEB 1"BUBBLER 4.75 143.9 23.9 30.7 0.85 in/h 3 RAIN BIRD PEB 1"TURF ROTOR 30.45 87.2 35.7 42.9 0.57 in/h 4 RAIN BIRD PEB 1"BUBBLER 2 257.7 21.9 30.5 0.85 in/h 5 RAIN BIRD PEB 1-1/2"SHRUB SPRAY 26.46 336.8 33.5 42.6 1.46 in/h 6 RAIN BIRD XCZ-100-LC 1"AREA FOR DRIPLINE 5.49 191.1 24.6 32.3 0.43 in/h 7 RAIN BIRD PEB 1"BUBBLER 2.75 173.2 23.2 29.8 0.85 in/h Common Wire 817.3 VALVE SCHEDULE NUMBER MODEL TYPE PRECIP IN./WEEK MIN./WEEK GAL./WEEK GAL./DAY 1 RAIN BIRD PEB SHRUB SPRAY 1.41 in/h 1 43 1,463 2 RAIN BIRD PEB BUBBLER 0.85 in/h 1 71 337 3 RAIN BIRD PEB TURF ROTOR 0.57 in/h 1 106 3,228 4 RAIN BIRD PEB BUBBLER 0.85 in/h 1 71 142 5 RAIN BIRD PEB SHRUB SPRAY 1.46 in/h 1 41 1,085 6 RAIN BIRD XCZ-100-LC AREA FOR DRIPLINE 0.43 in/h 1.5 210 1,153 7 RAIN BIRD PEB BUBBLER 0.85 in/h 1 71 195 TOTALS:613 7,603 WATERING SCHEDULE Generated:2024-06-24 16:4 P.O.C. NUMBER: 01 Water Source Information:NEW 2" WATER METER W/ 1 1/2" SERVICE LINE FLOW AVAILABLE Water Meter Size:2" Flow Available 43.65 GPM PRESSURE AVAILABLE Static Pressure at POC:50 PSI Elevation Change:5 ft Service Line Size:1 1/2" Length of Service Line:20 ft Pressure Available:47 PSI DESIGN ANALYSIS Maximum Multi-valve Flow:43.65 GPM Flow Available at POC:43.65 GPM Residual Flow Available:0 GPM Critical Station:3 Design Pressure:25 PSI Friction Loss:4.48 PSI Fittings Loss:0.45 PSI Elevation Loss:0 PSI Loss through Valve:5.8 PSI Pressure Req. at Critical Station:35.7 PSI Loss for Fittings:0.25 PSI Loss for Main Line:2.51 PSI Loss for POC to Valve Elevation:0 PSI Loss for Backflow:2.84 PSI Loss for Water Meter:1.52 PSI Critical Station Pressure at POC:42.8 PSI Pressure Available:47 PSI Residual Pressure Available:4.15 PSI CRITICAL ANALYSIS THIS PLAN TO BE UTILIZED FOR SITE LAYOUT PURPOSES ONLY H:\2023\FLA230280.00\ENGINEERING\CAD\DRAWINGS\PLAN SETS\P-CIVL-IRRG-FLA230280.00-0.DWG PRINTED BY: EPETERSON 2.17.25 @ 11:19 AM LAST SAVED BY: EPETERSON STORE SHEET : : : : :CHECKED BY JOB NO. DRAWN BY DATE STORE 80% SUBMITTAL FOR CONSTRUCTION PRELIMINARY SHEET TITLE DWG EDITION 02.4 CAD ID : P14-LE-XP - TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S BO H L E R 600 N. WESTSHORE BLVD. SUITE 950 TAMPA, FLORIDA 33609 Phone:(813) 812-4100 Fax:(813) 812-4101 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 05/21/2024 #05814 FLA230280.00 X BW GD #05814 WINTER SPRINGS E SR 434 & MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 CITY OF WINTER SPRINGS 1 2 REVISION 2 - RE9ISIONS REV DATE COMMENT DRAWN BY CHECKED BY 08/06/2024 FDOT DRAINAGE COMMENTS RI KK 10/24/2024 CITY OF WINTER SPRINGS COMMENTS LS/RI KK 10/24/2024 THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY BRETT MICHAEL WALDMAN, PLA, ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. C-704 IRRG LANDSCAPE PLAN LEGEND EX. PROPERTY LINE PROP. PARKING COUNT PROP. SIGN PROP. CONCRETE SIDEWALK PROP. BUFFER PROP. SETBACK PROP. BUILDING ENTRANCES # PROP. DRIVE-THRU CONCRETE PROP. HEAVY DUTY CONCRETE EX. ADJACENT PROPERTY LINE PROP. PROPERTY LINE EX. ROADWAY C/L W E S NA D 8 3 NA D 8 3 1"=30' 0 307.51530 Digitally signed by Brett Waldman DN: E=bwaldman@bohlereng.com, CN=Brett Waldman, O="BOHLER ENGINEERING FL, LLC", L=Boca Raton, S=Florida, SERIALNUMBER=MAS20250114949011, C=US Date: 2025.02.17 13:06:31-05'00' 19 0 8 H:\2023\FLA230280.00\ENGINEERING\CAD\DRAWINGS\PLAN SETS\P-CIVL-IRRG-FLA230280.00-0.DWG PRINTED BY: EPETERSON 2.17.25 @ 11:19 AM LAST SAVED BY: EPETERSON STORE SHEET : : : : :CHECKED BY JOB NO. DRAWN BY DATE STORE 80% SUBMITTAL FOR CONSTRUCTION PRELIMINARY SHEET TITLE DWG EDITION 02.4 CAD ID : P14-LE-XP - TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S BO H L E R 600 N. WESTSHORE BLVD. SUITE 950 TAMPA, FLORIDA 33609 Phone:(813) 812-4100 Fax:(813) 812-4101 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 05/21/2024 #05814 FLA230280.00 X BW GD #05814 WINTER SPRINGS E SR 434 & MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 CITY OF WINTER SPRINGS 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 08/06/2024 FDOT DRAINAGE COMMENTS RI KK 10/24/2024 CITY OF WINTER SPRINGS COMMENTS LS/RI KK 10/24/2024 THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY BRETT MICHAEL WALDMAN, PLA, ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. C-705 IRRG IRRI*$7ION 'E7$I/S  RE0O7E&ON7RO/V$/VE SECTION NTS 3I3E :IRE7REN&+IN* SECTION NTS  *$7EV$/VE SECTION NTS  +<%RI'&ON7RO//ER SECTION NTS  7+R8S7%/O&. SECTION NTS  S/EEVIN* SECTION NTS  NO==/EON$RISER SECTION NTS  3O383S3R$<S3RIN./ER SECTION NTS 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 6 7 8 9 1011 5 2" 18" MIN. 24" MAX. 24" MIN. TO FINISH GRADE 18" MIN. 4" MIN. CLEARANCE 1 2 3 1 1 2 3 PLAN VIEW WIRE W/O CONDUIT SECTION VIEW HAVE BEEN MADE. AFTER ALL CONNECTIONS OR GREATER. UNTIE OF DIRECTION OF 30° ALL WIRING AT CHANGES TIE A 24-INCH LOOP IN ALL SOLVENT WELD PLASTIC PIPING TO BE SNAKED IN TRENCH AS SHOWN. RUN WIRING BENEATH AND BESIDE MAINLINE. TAPE AND BUNDLE AT 10-FOOT INTERVALS. NOTES: 1.SLEEVE BELOW ALL HARDSCAPE ELEMENTS WITH SCH 40 PVC TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE WITHIN. 2.FOR PIPE AND WIRE BURIAL DEPTHS SEE SPECIFICATIONS. MAINLINE PIPE LATERAL PIPE WIRING IN CONDUIT MAINLINE, LATERAL, AND WIRING IN THE SAME TRENCH OUTSIDE WALL 1 2 3 3 2 1 4 5 4 5 1" 10" ROUND VALVE BOX W/BOLT-DOWN COVER MARKED IRRIGATION GATE VALVE. SIZE AS NOTED ON PLANS SCH 80 PVC SXT ADAPTOR SIZE AS REQUIRED. PVC MAINLINE. TYPE & SIZE AS NOTED ON PLANS. 18" MIN. VALVE BOX EXTENSION LENGTH AS REQUIRED. SCH 80 PVC THREADED NIPPLE TYP. SIZE AS REQ. 8" PEA GRAVEL 1 2 3 3 4 4 5 2 1 5 TEECROSSELL 45° ELL 45° ELL WYE 1 3 4 5 6 7 8 9 10 2 1.PLASTIC NOZZLE:RAINBIRD 1800 SERIES 2.PLASTIC SHRUB ADAPTER:RAIN BIRD MODEL PA-8S-PRS 3.PLANT MATERIAL 4.FINISH GRADE/TOP OF MULCH 5.1/2" SCH 40 PVC RISER (PAINT BLACK) (LENGTH AS REQUIRED) 6.1/2-INCH FEMALE NPT x 0.490-INCH BARB ELBOW:RAIN BIRD MODEL SBFE-050 7.SWING PIPE, 12-INCH LENGTH:RAIN BIRD MODEL SP-100 8.PVC LATERAL PIPE 9.1/2-INCH MALE NPT x .490-INCH BARB ELBOW:RAIN BIRD MODEL SBE-050 10.PVC SCH 40 TEE OR ELL 1 6 7 3 4 52 2 1.POP-UP SPRAY SPRINKLER: -SAM-PRS RAIN BIRD 1806 W/PLASTIC MPR NOZZLE 3.PVC LATERAL PIPE 4.SWING PIPE, 12-INCH LENGTH: RAIN BIRD MODEL SP-100 5.PVC SCH 40 TEE OR ELL 6.FINISH GRADE/TOP OF MULCH 7.PLANT MATERIAL  R$IN0OSI78RESENSOR SECTION NTS  3O383RO7ORRI*I'S:IN*$R0 SECTION NTS R mini-clik 1/8 1/2 1 1/4 3/4 TOTALLY SEALED & WEATHERPROOF SWITCH MECHANISM LEAD WIRES - CAN BE WIRED NORMALLY OPEN OR NORMALLY CLOSED ALUMINUM MOUNTING BRACKET MINI-CLIK HOUSING MADE FROM U.V. STABILIZED VALOX THERMOPLASTIC CLICK STOP SETTINGS - MEASURE RAINFALL IN QUANTITIES OF 1/8" TO 1" ADJUSTABLE VENTILATION HOLES . FINISH GRADE MODEL I-20 Stainless steel riser GEARED ROTOR 3/4" STREET ELLS 3/4" SCHED 80 NIPPLE (LENGTH AS REQUIRED) 3/4" STREET ELL PVC TEE PVC LATERAL LINE  %8%%/ER+E$'3/$&E0EN7 SECTION NTS 3 4 4 2 1 1.EARTHERN BERM AROUND TREE PIT (REFER TO LANDSCAPE PLANS) 2. TREE ROOT BALL 3. FLOOD BUBBLERS (REFER TO IRRIGATION PLANS) 4. PVC LATERAL PIPE NOTES: 1.ALL PVC IRRIGATION SLEEVES TO BE SCH 40 PVC PIPE. 2.ALL JOINTS TO BE SOLVENT WELDED AND WATERTIGHT. 3.MECHANICALLY TAMP TO 95% PROCTOR. PAVING DITCH SLEEVES HYBRID CONTROLLER: RAIN BIRD ESP-MC SERIES OUTDOOR WALL MOUNT 2-INCH PVC SCH 40 CONDUIT AND FITTINGS WIRES TO REMOTE CONTROL VALVES JUNCTION BOX 1-INCH PVC SCH 40 CONDUIT AND FITTINGS TO POWER SUPPLY UNDISTURBED SOIL (TYPICAL) CONCRETE THRUST BLOCK (TYPICAL) PIPE (TYPICAL) REBAR BENT AROUND FITTING (TYPICAL) FITTING (TYPICAL) NOTES: 1.SUPPLY LINES 3-INCHES IN DIAMETER AND LARGER SHALL RECEIVE CONCRETE THRUST BLOCKS. 2.REFER TO PIPE MANUFACTURER'S SPECIFICATIONS. FOR AMOUNT OF CONCRETE TO BE USED FOR THRUST BLOCK Hardie 100 series electric RCV (size per plans) Finish Grade Carson 1419-18 Valve Box w/1419-4B bolt down lid 6" PVC SCH 80 nipple 3M Waterproof wire connectors PVC lateral line (size and type as per legend) Common red brick (4 required) Pea Gravel-12" deep PVC Schedule 80 nipple (length as required) Common and control wires to controller location Pressure main line piping with main line fitting (depth , size and type as required) NOTE: Refer to product literature for additional installation and adjustment information. RAIN BIRD 1400 PRESSURE COMPENSATING FULL CIRCLE BUBBLER: PVC SCH 40 TEE OR ELL RAIN BIRD MODEL SBE-050 1/2-INCH MALE NPT (LENGTH AS REQUIRED) PLANT MATERIAL x .490-INCH BARB ELBOW: RAIN BIRD MODEL SBFE-050 1/2-INCH FEMALE NPT x 0.490-INCH BARB ELBOW: SWING PIPE, 12-INCH LENGTH: PVC LATERAL PIPE 1/2 INCH PVC SCH 80 NIPPLE FINISH GRADE/TOP OF MULCH UV RADIATION RESISTANT  3RESS8RE&O03ENS$7IN*)8//&IR&/E%8%%/ERSERIES SECTION NTS Digitally signed by Brett Waldman DN: E=bwaldman@bohlereng.com, CN=Brett Waldman, O="BOHLER ENGINEERING FL, LLC", L=Boca Raton, S=Florida, SERIALNUMBER=MAS20250114949011, C=US Date: 2025.02.17 13:06:17-05'00' 19 0 9 H:\2023\FLA230280.00\ENGINEERING\CAD\DRAWINGS\PLAN SETS\P-CIVL-IRRG-FLA230280.00-0.DWG PRINTED BY: EPETERSON 2.17.25 @ 11:19 AM LAST SAVED BY: EPETERSON STORE SHEET : : : : :CHECKED BY JOB NO. DRAWN BY DATE STORE 80% SUBMITTAL FOR CONSTRUCTION PRELIMINARY SHEET TITLE DWG EDITION 02.4 CAD ID : P14-LE-XP - TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S BO H L E R 600 N. WESTSHORE BLVD. SUITE 950 TAMPA, FLORIDA 33609 Phone:(813) 812-4100 Fax:(813) 812-4101 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 05/21/2024 #05814 FLA230280.00 X BW GD #05814 WINTER SPRINGS E SR 434 & MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 CITY OF WINTER SPRINGS 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 08/06/2024 FDOT DRAINAGE COMMENTS RI KK 10/24/2024 CITY OF WINTER SPRINGS COMMENTS LS/RI KK 10/24/2024 THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY BRETT MICHAEL WALDMAN, PLA, ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. C-706 IRRG IRRI*$7ION NO7ES IRRI*$7IONS3E&I)I&$7IONS NOTE: ·PLANS DESIGNED BY PROFESSIONAL IRRIGATION DESIGNER. ALL IRRIGATION COMPONENTS SHALL BE INSTALLED BY CERTIFIED IRRIGATION CONTRACTOR ·THIS PLAN IS TO BE UTILIZED FOR IRRIGATION PURPOSES ONLY ·REFER TO UTILITY PLAN FOR PROPOSED & EXISTING UNDERGROUND UTILITIES ·REFER TO IRRIGATION NOTES & DETAILS SHEET FOR SPECIFICATIONS & DETAILS (C-705 & C-706) PART 1 - GENERAL 1.01 SCOPE A.PROVIDE COMPLETE SPRINKLER INSTALLATION AS DETAILED AND SPECIFIED HEREIN, INCLUDING FURNISHING ALL LABOR, MATERIALS, AND EQUIPMENT FOR THE PROPER INSTALLATION. WORK INCLUDES BUT IS NOT LIMITED TO: 1.TRENCHING AND BACKFILL. 2.AUTOMATIC CONTROLLED SYSTEM. 3.UPON COMPLETION OF INSTALLATION, SUPPLY RECORD DRAWINGS SHOWING DETAILS OF CONSTRUCTION INCLUDING LOCATION OF MAINLINE PIPING, MANUAL AND AUTOMATIC VALVES, ELECTRICAL SUPPLY TO VALVES, AND SPECIFICALLY EXACT LOCATION OF AUTOMATIC VALVES. B.NOTE: ALL SLEEVES AS SHOWN ON PLANS WILL BE FURNISHED BY GENERAL CONTRACTOR. METER AND POWER SOURCE TO BE PROVIDED BY GENERAL CONTRACTOR AS REQUIRED BY LOCAL JURISDICTION. 1.02 APPLICABLE STANDARDS A.D1785 - POLY (VINLY CHLORIDE) (PVC) PLASTIC PIPE, SCHEDULES 40, 80, AND CL200 B.D2464 - POLY (VINYL CHLORIDE) (PVC) PLASTIC PIPE FITTINGS THREADED, SCHEDULE 40 C.D2466 - POLY (VINYL CHLORIDE) (PVC) PLASTIC PIPE FITTINGS SOCKET TYPE, SCHEDULE 40 D.D2564 - SOLVENT CEMENTS FOR POLY (VINYL CHLORIDE) (PVC) PLASTIC PIPE FITTINGS E.STANDARD RECOMMENDED PRACTICE FOR: 1.D2855 - MAKING SOLVENT - CEMENTED JOINTS WITH POLY (VINYL CHLORIDE) (PVC) PIPE AND FITTINGS. 1.03 MAINTENANCE AND GUARANTEE A.MATERIALS AND WORKMANSHIP SHALL BE FULLY GUARANTEED FOR ONE (1) YEAR AFTER FINAL ACCEPTANCE. B.PROVIDE MAINTENANCE OF SYSTEM, INCLUDING RAISING AND LOWERING OF HEADS TO COMPENSATE FOR LAWN GROWTH, CLEANING AND ADJUSTMENT OF HEADS, RAISING AND LOWERING OF SHRUB HEADS TO COMPENSATE FOR SHRUB GROWTH, FOR ONE (1) YEAR AFTER COMPLETION OF INSTALLATION. C.CONTRACTOR SHALL BLOWOUT, CLOSE AND OPEN THE SYSTEM ONCE DURING THE GUARANTEE PERIOD. D.GUARANTEE IS LIMITED TO REPAIR AND REPLACEMENT OF DEFECTIVE MATERIALS OR WORKMANSHIP, INCLUDING REPAIR OF BACKFILL SETTLEMENT. 1.04 SUBMITTALS A.USE OF MATERIALS DIFFERING IN QUALITY, SIZE, OR PERFORMANCE FROM THOSE SPECIFIED WILL ONLY BE ALLOWED UPON WRITTEN APPROVAL OF OWNER/IRRIGATION DESIGNER. THE DECISION WILL BE BASED ON COMPARATIVE ABILITY OF MATERIAL OR ARTICLE TO PERFORM FULLY ALL PURPOSES OF MECHANICS AND GENERAL DESIGN CONSIDERED TO BE POSSESSED BY ITEM SPECIFIED. BIDDERS DESIRING TO MAKE A SUBSTITUTION FOR SPECIFIED SPRINKLERS SHALL SUBMIT MANUFACTURER'S CATALOG SHEET SHOWING FULL SPECIFICATION OF EACH TYPE OF SPRINKLER PROPOSED AS A SUBSTITUTE, INCLUDING DISCHARGE IN GPM MAXIMUM ALLOWABLE OPERATING PRESSURE AT SPRINKLER. APPROVAL OF SUBSTITUTE SPRINKLER SHALL NOT RELIEVE CONTRACTOR OF HIS RESPONSIBILITY TO DEMONSTRATE THAT FINAL INSTALLED SPRINKLER SYSTEM WILL OPERATE ACCORDING TO INTENT OF ORIGINALLY DESIGNED AND SPECIFIED SYSTEM. B.IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO DEMONSTRATE THAT FINAL INSTALLED SPRINKLER SYSTEM WILL OPERATE ACCORDING TO INTENT OF ORIGINALLY DESIGNED AND SPECIFIED SYSTEM. IF IRRIGATION CONTRACTOR NOTES ANY PROBLEMS IN HEAD SPACING OR POTENTIAL COVERAGE, IT IS HIS RESPONSIBILITY TO NOTIFY THE IRRIGATION DESIGNER IN WRITING, BEFORE PROCEEDING WITH WORK. IRRIGATION CONTRACTOR GUARANTEES 100% COVERAGE OF ALL AREAS TO BE IRRIGATED. C.CONTRACTOR TO FURNISH AN AS BUILT DRAWING OF ENTIRE SYSTEM FOR REVIEW PRIOR TO ACCEPTANCE. 1.05 TESTING A.PERFORM TESTING REQUIRED WITH OTHER TRADES, INCLUDING EARTHWORK, PAVING, AND PLUMBING, TO AVOID UNNECESSARY CUTTING, PATCHING AND BORING. 1.06 COORDINATION A.COORDINATE INSTALLATION WITH OTHER TRADES, INCLUDING EARTHWORK, PAVING, AND PLUMBING, TO AVOID UNNECESSARY CUTTING, PATCHING AND BORING. PART 2 - PRODUCTS 2.01 GENERAL A.SPRINKLER MAINS: SPRINKLER MAINS ARE THAT PORTION OF PIPING FROM WATER SOURCE TO OPERATING VALVES. THIS PORTION OF PIPING IS SUBJECT TO SURGES, BEING A CLOSED PORTION OF SPRINKLER SYSTEM. QUICK COUPLER LINES ARE CONSIDERED A PART OF SPRINKLER MAIN. B.LATERAL PIPING: LATERAL PIPING IS THAT PORTION OF PIPING FROM OPERATING VALVE TO SPRINKLER HEADS & DRIPLINE. THIS PORTION OF PIPING IS NOT SUBJECT TO SURGES, BEING AN "OPEN END" PORTION OF SPRINKLER SYSTEM. 2.02 POLY VINYL CHLORIDE PIPE (PVC) A.PVC PIPE SHALL BE MANUFACTURED IN ACCORDANCE WITH COMMERCIAL STANDARDS NOTED HEREIN. B.MARKING AND IDENTIFICATION: PVC PIPE SHALL BE CONTINUOUSLY AND PERMANENTLY MARKED WITH THE FOLLOWING INFORMATION: MANUFACTURER'S NAME, PIPE SIZE, TYPE OF PIPE, AND MATERIAL, SDR NUMBER, PRODUCT STANDARD NUMBER, AND THE NSF (NATIONAL SANITATION FOUNDATION) SEAL. C.PVC PIPE FITTINGS: SHALL BE OF THE SAME MATERIAL AS THE PVC PIPE SPECIFIED AND SHALL BE COMPATIBLE WITH PVC PIPE FURNISHED. 2.03 POLYETHYLENE PIPE A.POLYETHYLENE PIPE TO BE MANUFACTURED AND SUPPLIED IN ACCORDANCE WITH COMMERCIAL STANDARDS BY A REPUTABLE DEALER. 2.04 COPPER TUBING A.HARD, STRAIGHT, LENGTHS OF DOMESTIC MANUFACTURE ONLY. NO COPPER TUBE OF FOREIGN EXTRUSION OR ANY SO-CALLED IRRIGATION TUBING (THIN WALL) SHALL BE USED. 2.05 COPPER TUBE FITTINGS A.CAST BRASS OR WROUGHT COPPER, SWEAT-SOLDER TYPE. 2.06 WIRE A.TYPE UF WITH A 4/64" INSULATION THICKNESS WHICH IS UNDERWRITER'S LABORATORY APPROVED FOR DIRECT UNDERGROUND BURIAL WHEN USED IN A NATIONAL ELECTRIC CODE CLASS II CIRCUIT (30 VOLTS AC OR LESS). 2.07 SCHEDULE 80 PVC NIPPLES A.COMPOSED OF STANDARD SCHEDULE 40 PVC FITTINGS AND PVC MEETING NOTED STANDARDS. NIPPLES FOR HEADS AND SHRUB RISERS, WHERE APPLICABLE, NO CLAMPS OR WIRES MAY BE USED. TO BE NOMINAL ONE-HALF (1/2") INCH DIAMETER BY EIGHT (8") INCHES LONG. B.POLYETHYLENE NIPPLES SIX (6") INCHES LONG TO BE USED ON ALL POP-UP SPRAY HEADS. 2.08 MATERIALS - SEE IRRIGATION PLAN A.SPRINKLER HEADS IN LAWN AREA AS SPECIFIED ON PLAN. B.PVC PIPE: CLASS 200, SDR 21 COPPER TUBING (MUNICIPAL CONNECTION): TYPE "M" 24V WIRE: AWG 14 SINGLE STRAND, TYPE U.F. C.ELECTRIC VALVES TO BE ALL PLASTIC CONSTRUCTION AS INDICATED ON PLANS. D.REFER TO DRAWING FOR BACKFLOW PREVENTION REQUIREMENTS. COORDINATE EXACT LOCATION WITH IRRIGATION DESIGNER. PART 3 EXECUTION 3.01 INSTALLATION - GENERAL A.CONTRACTOR IS TO VERIFY PRESSURE AND FLOW RATES PRIOR TO BEGINNING INSTALLATION. CONTRACTOR TO PROVIDE ANY PRESSURE REDUCING VALVES OR BOOSTER PUMPS TO ACHIEVE STATIC PRESSURE AS STATED. B.STAKING: BEFORE INSTALLATION IS STARTED, PLACE A STAKE WHERE EACH SPRINKLER IS TO BE LOCATED, IN ACCORDANCE WITH DRAWING. STAKING SHALL BE APPROVED BY IRRIGATION DESIGNER AS REQUIRED. C.EXCAVATIONS: EXCAVATIONS ARE UNCLASSIFIED AND INCLUDE EARTH, LOOSE ROCK, ROCK OR ANY COMBINATION THEREOF, IN WET OR DRY STATE. BACKFILL TRENCHES WITH MATERIAL THAT IS SUITABLE FOR COMPACTION AND CONTAINS NO LUMPS, CLODS, ROCK, DEBRIS, ETC. SPECIAL BACKFILL SPECIFICATIONS, IF FURNISHED TAKE PREFERENCE OVER THIS GENERAL SPECIFICATION. D.BACKFILL: FLOOD OR HAND-TAMP TO PREVENT AFTER SETTLING. HAND RAKE TRENCHES AND ADJOINING AREA TO LEAVE GRADE IN AS GOOD OR BETTER CONDITION THAN BEFORE INSTALLATION. E.PIPING LAYOUT: PIPING LAYOUT IS DIAGRAMMATIC. ROUTE PIPING AROUND TREES AND SHRUBS IN SUCH A MANNER AS TO AVOID DAMAGE TO PLANTINGS. DO NOT DIG WITHIN BALL OF NEWLY PLANTED TREES OR SHRUBS. 3.02 PIPE INSTALLATION A.SPRINKLER MAINS: INSTALL A FOUR (4") INCH MINIMUM WIDTH TRENCH WITH A MINIMUM OF TWELVE (12") INCHES OF COVER. B.LATERAL PIPING: INSTALL A FOUR (4") INCH WIDE MINIMUM TRENCH DEEP ENOUGH TO ALLOW FOR INSTALLATION OF SPRINKLER HEADS AND VALVES, BUT IN NO CASE, WITH LESS THAN EIGHT (8") INCHES OF COVER. C.TRENCHING: REMOVE LUMBER, RUBBISH, AND LARGE ROCKS FROM TRENCHES. PROVIDE FIRM, UNIFORM BEARING FOR ENTIRE LENGTH OF EACH PIPE LINE TO PREVENT UNEVEN SETTLEMENT. WEDGING OR BLOCKING OF PIPE WILL NOT BE PERMITTED. REMOVE FOREIGN MATTER OR DIRT FROM INSIDE OF PIPE BEFORE WELDING, AND KEEP PIPING CLEAN BY APPROVED MEANS DURING AND AFTER LAYING OF PIPE. 3.03 PVC PIPE AND FITTING ASSEMBLY A.SOLVENT: USE ONLY SOLVENT RECOMMENDED BY MANUFACTURER TO MAKE SOLVENT-WELDED JOINTS. THOROUGHLY CLEAN PIPE AND FITTINGS OF DIRT, DUST AND MOISTURE BEFORE APPLYING SOLVENT. B.PVC TO METAL CONNECTION: WORK METAL CONNECTIONS FIRST. USE A NON-HARDENING PIPE DOPE SUCH AS PERMATEX NO. 2 ON THREADED PVC ADAPTERS INTO WHICH PIPE MAY BE WELDED. 3.04 COPPER TUBING AND FITTING ASSEMBLY A.CLEAN PIPE AND FITTING THOROUGHLY AND LIGHTLY SAND PIPE CONNECTIONS TO REMOVE RESIDUE FROM PIPE. ATTACH FITTINGS TO TUBING IN AN APPROVED MANNER USING 50-50 SOFT SOLID CORE SOLDER. 3.05 SHRUB SPRAY HEADS (FIXED) A.SHRUB SPRAY HEADS: SUPPLY IN ACCORDANCE WITH MATERIALS LIST, WITH NOZZLING IN ACCORDANCE WITH DRAWINGS. DRAWINGS INDICATE SIZE OF NOZZLING AND DEGREE OF ARC. DETERMINE CORRECT DEGREE OF ARC OF NOZZLE (IF CONDITIONS WARRANT) BY AREA TO BE COVERED AND BY WIND CONDITIONS THAT MAY AFFECT COVERAGE. 3.06 POP-UP SPRAY HEADS A. SUPPLY POP-UP SPRAY HEADS IN ACCORDANCE WITH MATERIALS LIST AND PLAN. ATTACH SPRINKLER TO LATERAL PIPING WITH A SEMI-FLEXIBLE POLYETHYLENE SCH 80 NIPPLE NOT LESS THAN THREE (3") INCHES OR MORE THAN SIX (6") INCHES LONG. 3.07 VALVES A.SUPPLY VALVES IN ACCORDANCE WITH MATERIALS LIST AND SIZED ACCORDING TO DRAWINGS. INSTALL VALVES IN A LEVEL POSITION IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. SEE PLAN FOR TYPICAL INSTALLATION OF ELECTRIC VALVE, VALVE BOX. 3.08 WIRING A.ALL VALVE CONTROL WIRING SHALL BE THROUGH TWO-WIRE FROM CONTROLLER TO DECODER. ALL CONNECTIONS SHALL BE AS PER THEIR MANUFACTURER'S INSTRUCTIONS. NO CONDUIT WILL BE REQUIRED FOR U.F. WIRE UNLESS OTHERWISE NOTED ON THE PLAN. WIRE SHALL BE TUCKED UNDER THE PIPING. B.A WIRE TYPE AND METHOD OF INSTALLATION SHALL BE IN ACCORDANCE WITH LOCAL AND STATE CODES. 3.09 AUTOMATIC SPRINKLER CONTROLS A.SUPPLY IN ACCORDANCE WITH IRRIGATION PLAN. INSTALL ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. 3.10 TESTING A.SPRINKLER MAINS: TEST SPRINKLER MAIN ONLY FOR A PERIOD OF TWELVE (12) TO FOURTEEN (14) HOURS UNDER NORMAL PRESSURE. IF LEAKS OCCUR, REPLACE JOINT OR JOINTS AND REPEAT TEST. B.COMPLETE TESTS PRIOR TO BACKFILLING. SUFFICIENT BACKFILL MATERIAL MAY BE PLACED IN TRENCHES BETWEEN FITTINGS TO INSURE STABILITY OF LINE UNDER PRESSURE. IN EACH CASE, LEAVE FITTINGS AND COUPLINGS OPEN TO VISUAL INSPECTION FOR FULL PERIOD OF TEST. 3.11 FINAL ADJUSTMENT A.AFTER INSTALLATION HAS BEEN COMPLETED, MAKE FINAL ADJUSTMENT OF SPRINKLER SYSTEM IN PREPARATION FOR IRRIGATION DESIGNER'S FINAL INSPECTION. COMPLETELY FLUSH SYSTEM TO REMOVE DEBRIS FROM LINES AND TURNING ON SYSTEM. CHECK SPRINKLERS FOR PROPER OPERATION AND PROPER ALIGNMENT FOR DIRECTION OF FLOW. CHECK EACH SECTION OF SPRAY HEADS FOR OPERATING PRESSURE AND BALANCE TO OTHER SECTIONS BY USE OF FLOW ADJUSTMENT AND TOP OF EACH VALVE. CHECK NOZZLING FOR PROPER COVERAGE. PREVAILING WIND CONDITIONS MAY INDICATE THAT ARC OF ANGLE OF SPRAY SHOULD BE OTHER THAN SHOWN ON DRAWINGS. IN THIS CASE, CHANGE NOZZLES TO PROVIDE CORRECT COVERAGE. Digitally signed by Brett Waldman DN: E=bwaldman@bohlereng.com, CN=Brett Waldman, O="BOHLER ENGINEERING FL, LLC", L=Boca Raton, S=Florida, SERIALNUMBER=MAS20250114949011, C=US Date: 2025.02.17 13:06:03-05'00' 19 1 0 TRAFFIC IMPACT ANALYSIS MICHAEL BLAKE BOULEVARD DEVELOPMENT (F.K.A. ACE HARDWARE DEVELOPMENT) WINTER SPRINGS, SEMINOLE COUNTY Prepared for: McMillan Ace Hardware 5040 W State Road 46, Sanford, FL 32771 Prepared by: Traffic Planning and Design, Inc. 535 Versailles Drive Maitland, Florida 32751 407-628-9955 June 2024 TPD № 5824.1 1911 PROFESSIONAL ENGINEERING CERTIFICATION I hereby certify that I am a Professional Engineer properly registered in the State of Florida practicing with Traffic Planning and Design, Inc., a corporation authorized to operate as an engineering business, EB-3702, by the State of Florida Department of Professional Regulation, Board of Professional Engineers, and that I have prepared or approved the evaluations, findings, opinions, conclusions, or technical advice attached hereto for: PROJECT: Michael Blake Boulevard Development (F.K.A. Ace Hardware Development) LOCATION: Winter Spring, Seminole County CLIENT: McMillian Ace Hardware I hereby acknowledge that the procedures and references used to develop the results contained in these computations are standard to the professional practice of Transportation Engineering as applied through professional judgment and experience. NAME: Turgut Dervish P.E. No.: 20400 DATE: June 27, 2024 SIGNATURE: 1912 TABLE OF CONTENTS Page INTRODUCTION .......................................................................................................................... 1  EXISTING TRAFFIC CONDITIONS ............................................................................................. 4  Analysis of Daily Traffic Conditions  Analysis of Peak Hour Traffic Conditions  PROPOSED DEVELOPMENT AND TRIP GENERATION .......................................................... 8  Trip Generation  Trip Distribution and Assignment  PROJECTED TRAFFIC CONDITIONS ...................................................................................... 11  Analysis of Daily Traffic Conditions  Analysis of Peak Hour Traffic Conditions  CONCLUSIONS ......................................................................................................................... 18  APPENDICES ............................................................................................................................. 19  A Study Methodology  B Traffic Data and Roadway Concurrency Information  C Existing Intersection Counts and FDOT Seasonal Factors  D Existing HCS Capacity Worksheets  E Projected HCS Capacity Worksheets  1913 LIST OF TABLES Page Table 1 Existing Roadway Conditions Analysis ............................................................................ 4  Table 2 Existing Intersection LOS Analysis .................................................................................. 5  Table 3 Trip Generation Summary ............................................................................................... 8  Table 4 Future Roadway Conditions Analysis ............................................................................ 11  Table 5 Projected Intersection LOS Analysis .............................................................................. 17  LIST OF FIGURES Page Figure 1 Site Location ................................................................................................................. 2  Figure 2 Site Plan ...................................................................................................................... 3  Figure 3 Existing A.M. Peak Hour Traffic Volumes .................................................................... 6 Figure 4 Existing P.M. Peak Hour Traffic Volumes .................................................................... 6 Figure 5 Project Trip Distribution and Assignment .................................................................... 10  Figure 6 Projected A.M. Peak Hour Traffic Volumes ................................................................. 12  Figure 7 Projected A.M. Peak Hour Traffic Volumes………………………………...……………..13 Figure 8 Projected P.M. Peak Hour Traffic Volumes ................................................................. 14  Figure 9 Projected P.M. Peak Hour Traffic Volumes………………………………...……………..15 1914 Michael Blake Boulevard Development Project № 5824.1 Page 1 INTRODUCTION This analysis was conducted in order to assess the traffic impact of the proposed Michael Blake Boulevard Development, f.k.a. Ace Hardware Development in the City of Winter Springs, Seminole County. The development is located in the northeast corner of the Tuskawilla Road and Michael Blake Boulevard intersection. Figure 1 depicts the site location. Access to the site is proposed via three access driveways, a full access connection on Michael Blake Boulevard and right in/right out driveways on Tuskawilla Road and SR 434. Figure 2 depicts the conceptual site plan. The analysis was conducted in accordance with a study methodology submitted and reviewed by Seminole County. The project is in the Seminole County Dense Urban Land Use Area (DULA). As per Seminole County requirements, the classified roadways within the one-mile sphere of influence (or impact area) and major intersections within a quarter mile from the site were included in the traffic analysis. The study methodology and related correspondence are included in Appendix A. Data used in the analysis consisted of site plan and development information provided by the Project Engineers, daily traffic volume data obtained from Seminole County, and A.M. & P.M. peak hour intersection counts made by Traffic Planning and Design, Inc. (TPD) personnel. 1915 Pa g e 2 NT SN Mi c h a e l B l a k e B o u l e v a r d D e v e l o p m e n t 58 2 4 . 1 Pr o j e c t № Si t e L o c a t i o n Si t e Fi g u r e 1 1916 Fi g u r e 2 NT SN Co n c e p t P l a n Pa g e 3 Mi c h a e l B l a k e B o u l e v a r d D e v e l o p m e n t 58 2 4 . 1 Pr o j e c t № 1917 Michael Blake Boulevard Development Project № 5824.1 Page 4 EXISTING TRAFFIC CONDITIONS Existing traffic conditions were analyzed using daily traffic volumes for the study roadways and A.M. & P.M. peak hour traffic volumes for the study intersections. The roadway analysis consisted of a generalized capacity analysis with the existing traffic volumes and the available capacity. The intersection analysis was conducted as per the procedures of the Highway Capacity Manual. Pertinent roadway segment data sheets showing the existing and committed trips along with the corresponding segment capacities are included in Appendix B. Analysis of Daily Traffic Conditions A roadway segment analysis was performed for the study roadway segments by comparing the daily traffic volume of each segment with the corresponding capacity of the segment. Table 1 shows each of the roadway segments along with their number of lanes, adopted daily LOS/capacities, existing traffic volumes, available capacities, and existing Levels of Service (LOS). The results of the analysis indicate that the roadway segments currently operate satisfactorily with excess traffic capacity available. Table 1 Existing Roadway Conditions Analysis Seg # Roadway Segment Lanes Daily Capacity Existing Daily Traffic Committed Trips Available Capacity LOS Tuscawilla Road 326 SR 434 to Trotwood Blvd 4L 42,560 21,241 0 21,319 C 327 Trotwood Blvd to Winter Springs Blvd 4L 42,560 20,748 8 21,804 C SR 434 296 Springs Ave to Tuskawilla Rd 4L 48,000 27,610 293 20,097 C 297 Tuskawilla Rd to SR 419 4L 48,000 36,344 0 11,656 C 1918 Michael Blake Boulevard Development Project № 5824.1 Page 5 Analysis of Peak Hour Traffic Conditions A capacity analysis was conducted for the A.M. & P.M. peak hour traffic conditions for the study intersections. The analysis was conducted utilizing Highway Capacity Software in accordance with the procedures of the Highway Capacity Manual. Existing traffic consisting of turning movement counts are included in Appendix C along with the FDOT Peak Season Factor report. The traffic counts were made on September 12, 2023, when the FDOT seasonal factor for Seminole County was 1.04 and therefore the counts were adjusted. The existing peak hour traffic volumes are shown in Figures 3 and 4. The intersection capacity analysis results are summarized in Table 2 and indicate that the study intersections are currently operating at satisfactory Levels of Service except for the southbound movement at the intersection of SR 434 and Tuskawilla Road during the P.M. peak hour and the westbound movement at the intersection of SR 434 & Michael Blake Boulevard during the A.M. and P.M. peak hours. Detailed capacity analysis worksheets are included in Appendix D. Table 2 Existing Intersection LOS Analysis Intersection Time Period Control EB WB NB SB Overall Delay LOS Delay LOS Delay LOS Delay LOS Delay LOS Tuskawilla Rd & Trotwood Blvd A.M. Signal 38.8 D 52.3 D 15.9 B 15.0 B 21.6 C P.M 43.9 D 47.2 D 13.2 B 14.7 B 18.3 B Tuskawilla Rd & Michael Blake Blvd A.M. Stop 10.6 B 20.2 C 0.0 A 0.3 A -- -- P.M. 12.1 B 26.6 D 0.0 A 0.6 A -- -- SR 434 & Tuskawilla Rd A.M. Signal 33.8 C 39.7 D 57.4 E 75.7 E 42.8 D P.M. 44.4 D 49.4 D 73.6 E 99.1 F 54.8 D SR 434 & Michael Blake Blvd A.M. Stop 16.3 C 181.8 F 0.3 A 1.0 A -- -- P.M. 41.2 E 199.4 F 0.4 A 1.8 A -- -- SR 434 & Bear Springs Dr/McLeod Way A.M. Signal 9.1 A 13.7 B 64.8 E 70.0 E 14.5 B P.M. 11.3 B 13.0 B 65.3 E 69.9 E 14.4 B SR 434 & Central Winds Dr/Heritage Park St A.M. Signal 31.8 C 54.7 D 70.8 E 77.9 E 48.4 D P.M. 26.6 C 32.8 C 75.7 E 81.3 F 33.8 C 1919 Fi g u r e 3 NT SN Ex i s t i n g A . M . P e a k H o u r Tu r n i n g M o v e m e n t s Mi c h a e l B l a k e B l v d 7 1,018 74 6 1 35 1,166 74 8 1 9 1 3 9 2 3 7 0 SR 434 43 1 72 19 1 18 8 6 1 , 6 2 1 1 0 1 9 0 2 7 1, 2 5 2 2 Mcleods Way S R 4 3 4 191 15 159 43 15 57 1 9 9 1 , 3 5 7 4 3 2 0 8 1 , 1 4 3 45 Central Wind Dr S R 4 3 4 29 43 46 621 58 167 6 1 , 1 4 5 1 5 2 11 1 2 2 7 89 3 40 0 S R 4 3 4 2 695 10 8 0 0 753 57 1 4 0 4 4 0 0 1 M i l k y W a y Tuskawilla Rd Tr o t w o o d R d 62 654 37 0 1 16 701 10 1 2 8 5 6 1 1 0 3 6 70 Bear Springs Dr Mi c h a e l B l a k e B l v d Tuskawilla Rd Tuskawilla Rd Heritage Park St Pa g e 6 Mi c h a e l B l a k e B o u l e v a r d D e v e l o p m e n t 58 2 4 . 1 Pr o j e c t № 1920 Fi g u r e 4 NT SN Ex i s t i n g P . M . P e a k H o u r Tu r n i n g M o v e m e n t s Mi c h a e l B l a k e B l v d 18 1,220 86 31 0 44 1,260 111 5 3 4 7 3 1 0 1 0 9 9 SR 434 37 1 72 11 3 21 1 2 2 1 , 5 2 9 1 0 1 9 3 8 9 1, 7 1 8 1 5 Mcleods Way S R 4 3 4 147 6 98 23 2 58 1 9 9 1 , 3 3 7 5 4 2 1 8 1 , 6 7 6 31 Central Wind Dr S R 4 3 4 30 110 87 626 115 136 2 8 1 , 1 1 5 1 8 3 9 3 6 5 3 1 , 0 8 9 69 2 S R 4 3 4 0 1,006 19 24 0 0 861 85 4 0 3 0 0 0 0 M i l k y W a y Tuskawilla Rd Tr o t w o o d R d 79 879 86 0 1 79 701 10 8 5 7 7 0 56 11 55 Bear Springs Dr Mi c h a e l B l a k e B l v d Tuskawilla Rd Tuskawilla Rd Heritage Park St Pa g e 7 Mi c h a e l B l a k e B o u l e v a r d D e v e l o p m e n t 58 2 4 . 1 Pr o j e c t № 1921 Michael Blake Boulevard Development Project № 5824.1 Page 8 PROPOSED DEVELOPMENT AND TRIP GENERATION The proposed development will consist of a 10,000 square foot Day Care facility, 23,586 square foot strip retail center with Ace Hardware as the anchor tenant and three fast food restaurants with drive through windows totaling 12,101 square feet. To determine the impact of this development in the area, an analysis of its trip generation characteristics was made. This included the determination of the trips to be generated and the distribution/ assignment of these trips to the area roadways. Trip Generation The trip generation of the proposed development was calculated using rates provided by the 11th Edition of the Institute of Transportation Engineers (ITE) Trip Generation Manual. The results of the trip generation calculation are summarized in Table 3 and ITE trip generation sheets are included in the Study Methodology, in Appendix A. As shown in the table, the proposed development will generate 3,898 net new daily trips, of which 414 will occur during the A.M. peak hour and 384 will occur during the P.M. peak hour. Table 3 Trip Generation Summary ITE Code Land Use Size (KSF)1 Daily A.M. Peak Hour P.M. Peak Hour Rate2 Trips Rate2 Enter Exit Total Rate2 Enter Exit Total 565 Day Care 10.00 47.62 476 11.00 58 52 110 11.12 52 59 111 822 Strip Retail Plaza (<40K) 23.586 51.94 1,225 2.36 33 23 56 6.59 78 77 155 934 Fast Food w/Drive Through (3 sites) 12.101 467.48 5,657 44.61 275 265 540 33.03 208 192 400 Sub-Total 7,358 --- 366 340 706 --- 338 328 666 Retail Pass-by (40%)2 490 --- 13 9 22 --- 31 31 62 Fast Food Pass-by (AM=50%, PM=55%, Daily=52.5%)2 2,970 --- 137 133 270 --- 114 106 220 Total Net New Trips 3,898 --- 216 198 414 --- 193 191 384 1KSF=1,000 sq. ft. 2Equation utilized when R2 >0.75 3Pass-by rates obtained from ITE’s Trip Generation Manual, 11th Edition, LUC 821 1922 Michael Blake Boulevard Development Project № 5824.1 Page 9 Trip Distribution and Assignment A distribution pattern will be determined with the use of the 2030 Central Florida Regional Planning Model (CFRPM v7). The model was revised to add a traffic zone representing the project and its proposed development. Subsequently, the model was run with a Select Zone Analysis which produced a trip distribution for the project trips. Figure 5 depicts the trip distribution on the area roadways. The model distribution plot is included in the study methodology, in Appendix A. 1923 Fi g u r e 5 NT SN Tr i p D i s t r i b u t i o n 1% 32 % 31 % 30 % 37 % Si t e Pa g e 1 0 Mi c h a e l B l a k e B o u l e v a r d D e v e l o p m e n t 58 2 4 . 1 Pr o j e c t № 1924 Michael Blake Boulevard Development Project № 5824.1 Page 11 PROJECTED TRAFFIC CONDITIONS Projected traffic conditions were analyzed using daily traffic volumes for the study roadways and A.M. & P.M. peak hour traffic volumes for the study intersections. The roadway analysis consisted of a generalized capacity analysis with the projected traffic consisting of background traffic and project trips. The intersection analysis was conducted as per the procedures of the Highway Capacity Manual. Background traffic consisting of existing traffic and committed trips was provided by Seminole County. Analysis of Daily Traffic Conditions A roadway segment analysis was performed for the study roadway segments by comparing the total daily traffic volume of each segment with the corresponding capacity of the segment. The roadway segment analysis is summarized in Table 4. The table shows each of the road segments along with their number of lanes, adopted daily LOS/capacities, projected traffic volumes and resultant Levels of Service. The results of the analysis indicate that the impacted road segments are projected to operate similar to existing conditions with excess traffic capacity available. Table 4 Future Roadway Conditions Analysis Seg # Roadway Segment Lns Daily Capacity Background Daily Traffic Project Daily Trips Total Daily Volume Available Capacity LOS Existing Committed1 %2 Volume Tuscawilla Road 326 SR 434 to Trotwood Blvd 4L 42,560 21,241 4251 37% 1,442 23,108 19,452 C 327 Trotwood Blvd to Winter Springs Blvd 4L 42,560 20,748 8 33% 1,286 22,042 20,518 C SR 434 296 Springs Ave to Tuskawilla Rd 4L 48,000 27,610 293 32% 1,247 29,150 18,850 C 297 Tuskawilla Rd to SR 419 4L 48,000 36,344 7271 30% 1,169 38,240 9,760 C 12% of existing traffic volume added when no committee trip were originally assigned 2Highest Percentage on the Segment Analysis of Peak Hour Traffic Conditions The peak hour traffic conditions at the study intersections were estimated by adding the project trips to existing traffic and committed trips. Daily committed trips were converted to peak hour directional trips using an A.M. and P.M. K=0.091 factors, and an A.M. and P.M. D=0.568 factor. These trips were assigned to the intersections based upon the existing traffic patterns at the intersections. The projected A.M. peak hour traffic volumes are shown in Figures 6 and 7 and the projected P.M. peak hour traffic volumes are shown in Figures 8 and 9. 1925 Fi g u r e 6 NT SN Pr o j e c t e d A . M . P e a k H o u r Tu r n i n g M o v e m e n t s Pa g e 1 2 Mi c h a e l B l a k e B l v d 7 1,018+{22}+(45)=1,085 74 6+(5)=11 1 35+(49)=84 1,166+{26}+(20)=1,212 74 8 1 9 1 3 9 2 3 7 0 + ( 1 8 ) = 8 8 SR 434 43 1 72 19 1 18 8 6 1 , 6 2 1 + { 1 5 } + ( 6 0 ) = 1 , 6 9 6 1 0 1 9 0 2 7 1 , 2 5 2 + { 1 2 } + (6 4 ) = 1 , 3 2 8 2 Mcleods Way S R 4 3 4 191 15 159 43 15 57 1 9 9 1 , 3 5 7 + { 1 5 } + (5 7 ) = 1 , 4 2 9 4 3 20 8 1 , 1 4 3 + { 1 2 } + (6 1 ) = 1 , 2 1 6 4 5 Central Wind Dr S R 4 3 4 29 43 46+(2)=48 621+{13}+ (55)=689 58+(2)=60 167+{3}=170 6 1 , 1 4 5 + { 2 6 } + ( 5 ) = 1 , 1 7 6 1 5 2 11 + ( 2 0 ) = 3 1 1 2 2 7 89 3 + { 1 2 } + (4 6 ) = 9 5 1 4 0 0 + ( 1 9 ) = 4 1 9 S R 4 3 4 2 695+{12}=707 10+(19)=29 8 0 0 753+{16}+ (47)=816 57+(33)=90 1 4 0 4 4 + ( 7 3 ) = 1 1 7 0 0 1 M i l k y W a y Tuskawilla Rd Tr o t w o o d R d 62 654+{12}+ (66)=732 37 0 1 16 701+{16} +(72)=789 10 1 2 8 5 6 1 1 0 3 6 70 Bear Springs Dr Mi c h a e l B l a k e B l v d Tuskawilla Rd Tuskawilla Rd Heritage Park St Le g e n d : 00 + { 0 0 } + [ 0 0 ] + ( 0 0 ) = 0 0 To t a l T r a f f i c Pr o j e c t T r a f f i c Pa s s - b y T r i p s Co m m i t t e d T r i p s Ba c k g r o u n d T r a f f i c Mi c h a e l B l a k e B o u l e v a r d D e v e l o p m e n t 58 2 4 . 1 Pr o j e c t № 1926 Fi g u r e 7 NT SN Pr o j e c t e d A . M . P e a k H o u r Tu r n i n g M o v e m e n t s We s t S i t e D / W [5]+(73)=78 [6]+(18)=24 [5 ] + ( 4 9 ) = 5 4 5 8 - [ 5 ] = 5 3 [ 6 ] + ( 5 2 ) = 5 8 6 7 - [ 6 ] = 6 1 South Site D/W [8 7 ] + ( 5 0 ) = 1 3 7 1 3 1 4 + { 2 6 } + ( 2 5 ) = 1 , 3 6 5 , 1,1 1 7 + { 2 2 } - [ 8 9 ] = 1 , 0 5 0 [8 9 ] + ( 6 8 ) = 1 5 7 SR 4 3 4 595+{12}+(19) = 6 2 6 775+{16}-[50]= 7 4 1 [50]+(47)=97 [4 4 ] + ( 5 7 ) = 1 0 1 Mi c h a e l B l a k e B l v d Tuskawilla Rd E a s t S i t e D / W Pa g e 1 3 Le g e n d : 00 + { 0 0 } + [ 0 0 ] + ( 0 0 ) = 0 0 To t a l T r a f f i c Pr o j e c t T r a f f i c Pa s s - b y T r i p s Co m m i t t e d T r i p s Ba c k g r o u n d T r a f f i c Mi c h a e l B l a k e B o u l e v a r d D e v e l o p m e n t 58 2 4 . 1 Pr o j e c t № 1927 Fi g u r e 8 NT SN Pr o j e c t e d P . M . P e a k H o u r Tu r n i n g M o v e m e n t s Pa g e 1 4 Mi c h a e l B l a k e B l v d 18 1,220+{26}+(43)=1,289 86 31+(7)=38 0 44+(43)=87 1,260+{27}+(19)=1,306 111 5 3 4 7 3 1 0 1 0 99 + ( 1 8 ) = 1 1 7 SR 434 37 1 72 11 3 21 1 2 2 1 , 5 2 9 + { 1 2 } + (5 7 ) = 1 , 5 9 8 1 0 1 9 + ( 1 5 ) = 3 4 3 8 9 1 , 7 1 8 + { 1 5 ] + (5 7 ) = 1 , 7 9 0 1 5 Mcleods Way S R 4 3 4 147 6 98 23 2 58 1 9 9 1 , 3 3 7 + { 1 2 } + (5 4 ) = 1 , 4 0 3 5 4 2 1 8 1 , 6 7 6 + { 1 5 } + (5 3 ) = 1 , 7 4 4 3 1 Central Wind Dr S R 4 3 4 30 110 87+(2)=89 626+{17}+ (65)=708 115+(2)=117 136+{3}=139 2 8 1 , 1 1 5 + { 2 7 } + ( 7 ) = 1 , 1 4 9 1 8 3 9 + ( 1 9 ) = 2 8 3 6 5 3 1 , 0 8 9 + { 1 5 } + (4 0 ) = 1 , 1 4 4 6 9 2 + ( 3 3 ) = 7 2 5 S R 4 3 4 0 1,006+{12} +(15)=1,033 19+(18)=37 24 0 0 861+{20}+ (58)=939 85+(13)=98 4 0 3 0 + ( 5 6 ) = 8 6 0 0 0 M i l k y W a y Tuskawilla Rd Tr o t w o o d R d 79 879+{21}+ (64)=964 86 0 1 79 701+{20}+ (63)=784 10 8 5 7 7 0 56 11 55 Bear Springs Dr Mi c h a e l B l a k e B l v d Tuskawilla Rd Tuskawilla Rd Heritage Park St Le g e n d : 00 + { 0 0 } + [ 0 0 ] + ( 0 0 ) = 0 0 To t a l T r a f f i c Pr o j e c t T r a f f i c Pa s s - b y T r i p s Co m m i t t e d T r i p s Ba c k g r o u n d T r a f f i c Mi c h a e l B l a k e B o u l e v a r d D e v e l o p m e n t 58 2 4 . 1 Pr o j e c t № 1928 Fi g u r e 7 NT SN Pr o j e c t e d P . M . P e a k H o u r Tu r n i n g M o v e m e n t s Pa g e 1 5 We s t S i t e D / W [3]+(56)=59 [10]+(18)=28 [3 ] + ( 4 3 ) = 4 6 3 4 - [ 3 ] = 3 1 [ 1 0 ] + ( 3 1 ) = 4 1 1 0 4 - [ 1 0 ] = 9 4 South Site D/W [8 1 ] + ( 5 0 ) = 1 3 1 1 3 3 5 + { 2 7 } + ( 2 6 ) = 1 , 3 8 8 , 1,3 2 1 + { 2 6 } - [ 8 8 ] = 1 , 2 5 9 [8 8 ] + ( 6 1 ) = 1 4 9 SR 4 3 4 1,049+{21}+(33 ) = 1 , 1 0 3 946+{20}-[44]= 9 2 2 [44]+(58)=102 [4 4 ] + ( 6 7 ) = 1 1 1 Mi c h a e l B l a k e B l v d Tuskawilla Rd E a s t S i t e D / W Le g e n d : 00 + { 0 0 } + [ 0 0 ] + ( 0 0 ) = 0 0 To t a l T r a f f i c Pr o j e c t T r a f f i c Pa s s - b y T r i p s Co m m i t t e d T r i p s Ba c k g r o u n d T r a f f i c Mi c h a e l B l a k e B o u l e v a r d D e v e l o p m e n t 58 2 4 . 1 Pr o j e c t № 1929 Michael Blake Boulevard Development Project № 5824.1 Page 16 An analysis of projected peak hour traffic conditions was performed using the Highway Capacity software and procedures of the Highway Capacity Manual for intersections. The analysis was accomplished utilizing existing intersection geometry and traffic controls; however, the intersection of SR 434 and Michael Blake Boulevard was analyzed under signal control. The City of Winter Springs has installed a traffic signal at this intersection. The results of the capacity analysis as summarized in Table 5 indicate satisfactory traffic operating conditions (LOS “E” or better) for the study intersections and project driveways except for the following:  The southbound movement at the intersection of SR 434 and Tuskawilla Road during the P.M. peak hour. Similar to existing conditions, this movement is failing, however the volume to capacity (v/c) ratio is less than one, which indicates that there is capacity.  The southbound movement at the intersection of SR 434 and Central Winds Drive / Heritage Park Street. The southbound movement is failing however, the project is not contributing any trips to this movement. The HCS capacity worksheets are included in Appendix E. 1930 Michael Blake Boulevard Development Project № 5824.1 Page 17 Table 5 Projected Intersection LOS Analysis Intersection Time Period Control EB WB NB SB Overall Delay LOS Delay LOS Delay LOS Delay LOS Delay LOS Tuskawilla Rd & Trotwood Blvd A.M. Signal 38.8 D 52.3 D 16.7 B 15.6 B 21.6 C P.M. 43.9 D 47.2 D 13.8 B 15.4 B 18.6 B Tuskawilla Rd & Michael Blake Blvd A.M. Stop 10.7 B 39.2 E 0.0 A 0.6 A -- -- P.M. 12.2 B 49.6 E 0.0 A 0.8 A -- -- SR 434 & Tuskawilla Rd A.M. Signal 39.3 D 44.0 D 56.7 E 75.7 E 46.3 D P.M. 52.3 D 55.8 E 72.4 E 99.4 F 60.0 E SR 434 & Michael Blake Blvd A.M. Signal 57.9 E 45.5 D 24.5 C 22.8 C 26.5 C P.M. 56.2 E 46.5 D 24.2 C 24.6 C 26.7 C SR 434 & Bear Springs Dr/McLeod Way A.M. Signal 9.6 A 14.5 B 64.8 E 70.0 E 15.0 B P.M. 12.5 B 14.2 B 65.3 E 69.9 E 15.4 B SR 434 & Central Winds Dr/Heritage Park St A.M. Signal 32.1 C 61.7 E 70.8 E 77.9 E 51.6 D P.M. 27.2 C 34.3 C 75.7 E 81.3 F 34.5 C Michael Blake Blvd & South Site Driveway A.M. Stop 3.8 A -- -- -- -- 9.6 A -- -- P.M. 2.4 A -- -- -- -- 9.5 A -- -- Tuskawilla Rd & West Site Driveway A.M. Stop -- -- 13.0 B -- -- -- -- -- -- P.M. -- -- 15.0 B -- -- -- -- -- -- SR 434 and East Site Driveway A.M. Stop 18.6 C -- -- -- -- -- -- -- -- P.M. 22.1 C -- -- -- -- -- -- -- -- 1931 Michael Blake Boulevard Development Project № 5824.1 Page 18 CONCLUSIONS This analysis was undertaken in order to assess the traffic impact of a proposed Michael Blake Boulevard Development, f.k.a. Ace Hardware Development located in the northeast corner of the intersection of Tuskawilla Road & Michael Blake Boulevard in the City of Winter Springs, Seminole County. The following is a summary of the results:  The proposed development will generate 3,898 net new daily trips, of which 414 will occur during the A.M. peak hour and 384 will occur during the P.M. peak hour. These vehicles were distributed and assigned to the project driveways and area roadways within the development’s one-mile impact area.  The impacted roadways segments were analyzed utilizing projected traffic volumes consisting of existing traffic volumes and project trips plus committed trips provided by Seminole County. The roadway capacity analysis revealed that the impacted roadway segments currently operate satisfactorily within their adopted LOS standards. Similar to existing conditions, the impact roadway segments will continue to operate satisfactorily within their adopted LOS standard with the project trips added during the A.M. and P.M. peak hours.  The intersection capacity analysis conducted in accordance with the procedures of the HCM revealed that the existing study intersections currently operate at satisfactory Levels of Service during the A.M. and P.M. peak hours except for the southbound movement at the intersection of SR 434 and Tuskawilla Road during the P.M. peak hour and the westbound movement at the intersection of SR 434 & Michael Blake Boulevard during the A.M. and P.M. peak hours. The City of Winter Springs has installed a traffic signal at the intersection of SR 434 and Michael Blake Boulevard, which improves the operation and brings it to an acceptable Level of Service. Similar to existing conditions, the study intersections will continue to operate at satisfactory Levels of Service with the project trips added during the A.M. and P.M. peak hours except for the southbound movements at the intersections of SR 434 and Tuskawilla Road during the P.M. peak hour and SR 434 and Central Winds Drive / Heritage Park Street. As reference, the project is contributing no trips to these movements and the other movements show that the volume to capacity (v/c) ratio is less than one, which indicates that there is capacity. 1932 APPENDICES 1933 APPENDIX A Study Methodology 1934 1935 1936 1937 1938 1939 1940 1 Jay Davoll From:Rita Merhi Sent:Tuesday, August 29, 2023 10:29 AM To:Jay Davoll Subject:FW: TPD# 5824 Winter Springs Ace Hardware and Future Development     Regards,     Rita Merhi      Traffic Planning and Design, Inc.   535 Versailles Drive  Maitland, Florida  32751  407.628.9955  www.tpdtraffic.com   Traffic Planning | Design | Engineering | Management www.tpdtraffic.com Traffic Planning and Design, Inc. (TPD) is a premiere transportation planning and traffic engineering company that has been extending consultancy services to its ...     From: Nick Tafelsky <ntafelsky@winterspringsfl.org>   Sent: Friday, August 25, 2023 1:13 PM  To: Turgut Dervish <turgut@tpdtraffic.com>  Cc: Rita Merhi <rita@tpdtraffic.com>; Planning <planning@winterspringsfl.org>  Subject: RE: TPD# 5824 Winter Springs Ace Hardware and Future Development     The City does not review methodologies before submittal. Once a project is submitted along with the traffic study, we  will advise if there are any concerns about the methodology used.    Nick Tafelsky, AICP Senior City Planner P: (407) 327-5968 F: (407) 327-4753 A: 1126 East State Road 434 Winter Springs, Florida 32708 1941 1 Jay Davoll From:Perez, Arturo <aperez07@seminolecountyfl.gov> Sent:Tuesday, August 29, 2023 5:31 PM To:Rita Merhi Cc:Turgut Dervish; Jay Davoll; Wharton, William Subject:RE: TPD# 5824 Winter Springs Ace Hardware and Future Development Rita,    The requested changes have been satisfactorily made.  The methodology to prepare the TIS is approved.    Stay safe.    Regards,    Arturo        Arturo J. Perez, MSCE, P.E. (FL, GA, CO) Professional Engineer - Transportation Public Works Department | Engineering Division Phone: 407-665-5716 100 East First Street Sanford, FL 32771 aperez07@seminolecountyfl.gov     From: Rita Merhi <rita@tpdtraffic.com>   Sent: Tuesday, August 29, 2023 10:45 AM  To: Perez, Arturo <aperez07@seminolecountyfl.gov>  Cc: Turgut Dervish <turgut@tpdtraffic.com>; Jay Davoll <jay@tpdtraffic.com>  Subject: TPD# 5824 Winter Springs Ace Hardware and Future Development     NOTICE: This email was sent from someone outside of the Seminole County BCC Organization. Always use caution when opening  attachments or clicking links from unknown senders or when receiving unexpected emails. If you believe this message is suspicious  or malicious in nature, please use the Phish Alert Button to report it to the Information Services Security Team or contact  311Support at CSDSupport@seminole  Good morning Arturo,     As you can see from the emails below, the City of Winter Springs is not going to review our proposed methodology.   Attached please find the response to methodology comments and the revised methodology for Ace Hardware.  We will be requesting turning movements count to be collected next week and we will proceed with the traffic study.    Thank you for your assistance.        Regards,     Rita Merhi      1942 1 Jay Davoll From:Perez, Arturo <aperez07@seminolecountyfl.gov> Sent:Friday, August 25, 2023 12:01 PM To:Rita Merhi; rgironella@winterspringsfl.org Cc:Turgut Dervish; Jay Davoll; Benjamin Weinberg Subject:RE: TPD# 5824 Winter Springs Ace Hardware and Future Development Attachments:5824 Ace Hardware Winter Springs TIA Methodology_AJP08252023.pdf Follow Up Flag:Follow up Flag Status:Flagged Rita,    The methodology looks good, I just have a few minor edits.  Go ahead and make those changes, anything else Rachel  requires and resubmit.    Regards,    Arturo        Arturo J. Perez, MSCE, P.E. (FL, GA, CO) Professional Engineer - Transportation Public Works Department | Engineering Division Phone: 407-665-5716 100 East First Street Sanford, FL 32771 aperez07@seminolecountyfl.gov     From: Rita Merhi <rita@tpdtraffic.com>   Sent: Monday, August 21, 2023 11:06 AM  To: rgironella@winterspringsfl.org; Perez, Arturo <aperez07@seminolecountyfl.gov>  Cc: Turgut Dervish <turgut@tpdtraffic.com>; Jay Davoll <jay@tpdtraffic.com>; Benjamin Weinberg <ben@weinberg‐ eng.com>  Subject: TPD# 5824 Winter Springs Ace Hardware and Future Development     NOTICE: This email was sent from someone outside of the Seminole County BCC Organization. Always use caution when opening  attachments or clicking links from unknown senders or when receiving unexpected emails. If you believe this message is suspicious  or malicious in nature, please use the Phish Alert Button to report it to the Information Services Security Team or contact  311Support at CSDSupport@seminole  Good morning Rachel & Arturo,     Attached please find our proposed study methodology for Ace Hardware Development in Winter Springs.   Please review and let us know if you have any questions or comments.     Thank you for your assistance.       Regards,  1943 2    Rita Merhi      Traffic Planning and Design, Inc.   535 Versailles Drive  Maitland, Florida  32751  407.628.9955  www.tpdtraffic.com   Traffic Planning | Design | Engineering | Management www.tpdtraffic.com Traffic Planning and Design, Inc. (TPD) is a premiere transportation planning and traffic engineering company that has been extending consultancy services to its ...     ****Florida has a very broad Public Records Law. Virtually all written communications to or from State and Local  Officials and employees are public records available to the public and media upon request. Seminole County policy does  not differentiate between personal and business emails. E‐mail sent on the County system will be considered public and  will only be withheld from disclosure if deemed confidential pursuant to State Law.****   1944 Traffic Planning and Design, Inc. 535 Versailles Drive, Maitland, Florida 32751 ■ Phone (407) 628-9955 ■ Fax (407) 628-8850 ■ www.tpdtraffic.com RESPONSE TO SEMINOLE COUNTY COMMENTS ACE HARDWARE DEVELOPMENT The following is our response to Seminole County comments regarding the TIA Methodology for Ace Hardware Development located in the northeast corner of the intersection of Tuskawilla Road and Michael Blake Boulevard. The comments are listed first in bold followed by our responses. Comment 1. Proposed Development, add the type of connection that will be utilized. Response – The type of connection was added to the description. See the revised methodology. Comment 2. Include the intersection of SR 434 and site access to the list of intersections. Response – SR 434 and site access was added to the list of itersections. See revised methodology. TPD No. 5824 August 29, 2023 1945 Traffic Planning and Design, Inc. 535 Versailles Drive, Maitland, Florida 32751 ■ Phone (407) 628-9955 ■ Fax (407) 628-8850 ■ www.tpdtraffic.com TO: Rachel Gironella, Civil Engineer City of Winter Springs To: Arturo J. Perez, MSCE, P.E. Professional Engineer - Transportation Seminole County Public Works Department – Engineering Division FROM: Turgut Dervish, P.E. DATE: August 29, 2023 RE: Traffic Impact Study Methodology - Revised Ace Hardware Development – Winter Springs TPD No. 5824 The following is an outline of the proposed methodology for the Traffic Impact Study for the proposed retail project in Winter Springs, Seminole County. The project site is located in the northeast corner of Tuskawilla Road and Michael Blake Boulevard. The project is anticipated to be completed by the end of 2025. Figure 1 depicts the site location and the area roadways. 1. Proposed Development The proposed development will consist of a 10,000 square foot Day Care facility, 23,586 square foot strip retail center with Ace Hardware as the anchor tenant, three fast food restaurants with drive through windows totaling 9,000 square feet and two stand-alone high- turnover (sit-down) restaurants totaling 9,500 square feet. Access to the site is proposed via a full access connection from Michael Blake Boulevard and right in / right out (RI/RO) connections from SR 434 and Tuskawilla Road. Figure 2 depicts the conceptual site plan and the access configuration. 2. Trip Generation Trip generation data from the 11th Edition of the Institute of Transportation Engineers (ITE) Trip Generation Manual will be used for the trip generation estimation of the development. Table 1 provides a summary of the trip generation calculation for the proposed retail development. ITE Trip Generation sheets are attached. As shown in the table, the proposed development is estimated to generate 3,354 net new daily trips, of which 293 will occur during the A.M. peak hour and 285 during the P.M. peak hour. 3. Trip Distribution A distribution pattern will be determined with the use of the 2030 Central Florida Regional Planning Model (CFRPM v7). The model was revised to add a traffic zone representing the project and its proposed development. Subsequently, the model was run with a Select Zone Analysis which produced a trip distribution for the project trips. Figure 3 depicts the trip distribution on the area roadways. The model distribution plot is provided in the Attachment. 1946 Fi g u r e 1 NT SN Ac e H a r d w a r e - W i n t e r S p r i n g s 58 2 4 Pr o j e c t № Si t e L o c a t i o n Si t e 1947 Fi g u r e 2 NT SN Ac e H a r d w a r e - W i n t e r S p r i n g s 58 2 4 Pr o j e c t № Co n c e p t P l a n 1948 Fi g u r e 3 NT SN Ac e H a r d w a r e - W i n t e r S p r i n g s 58 2 4 Pr o j e c t № Tr i p D i s t r i b u t i o n 1% 32 % 31 % 30 % 37 % Si t e 1949 Ace Hardware Development – Winter Springs Methodology TPD № 5824 August 29, 2023 Page 5 Table 1 Trip Generation Summary ITE Code Land Use Size (KSF)1 Daily A.M. Peak Hour P.M. Peak Hour Rate2 Trips Rate2 Enter Exit Total Rate2 Enter Exit Total 565 Day Care 10.00 4.09 41 0.78 4 4 8 0.79 4 4 8 822 Strip Retail Plaza (<40K) 23.586 51.94 1,225 2.36 33 23 56 6.59 78 77 155 934 Fast Food w/Drive Through (3 sites) 9.00 467.48 4,207 44.61 205 196 401 33.03 155 142 297 932 High Turnover (Sit-Down) Restaurant (2 stand-alone sites) 9.50 107.20 1,018 9.57 50 41 91 9.05 52 34 86 Sub-Total 6,491 --- 292 264 556 --- 289 257 546 Retail Pass-by (40%)2 490 --- 13 9 22 --- 31 31 62 Fast Food Pass-by (AM=50%, PM=55%, Daily=52.5%)2 2,209 --- 103 98 201 --- 85 78 163 High Turnover Restaurant Pass-by (43%)2 438 --- 22 18 40 --- 22 14 36 Total Net New Trips 3,354 --- 154 139 293 --- 151 134 285 1KSF=1,000 sq. ft. 2Equation utilized when R2 >0.75 3Pass-by rates obtained from ITE’s Trip Generation Manual, 11th Edition, LUC 821 4. Impact Area As per Seminole County TIA guidelines, major roadways within a one-mile radius and intersections within a quarter mile radius of the site will be included in the analysis. The concurrency roadways within one mile to be included in the area analysis are:  Tuskawilla Road o SR 434 to Trotwood Blvd (Segment 326) o Trotwood Blvd to Winer Springs Blvd (Segment 327)  SR 434 o Springs Avenue to Tuskawilla Road (Segment 296) o Tuskawilla Road to SR 419 (Segment 297) The intersections to be included in the area analysis are:  Tuskawilla Road and Trotwood Boulevard  Tuskawilla Road and Michael Blake Boulevard/Milky Way  Tuskawilla Road and SR 434  SR 434 and Michael Blake Boulevard  SR 434 and Bear Springs Drive/McLeod’s Way  SR 434 and Central Winds Drive/Heritage Park Street  SR 434 and Site access connection (RI/RO)  Tuskawilla Road and Site access connection (RI/RO)  Michael Blake Boulevard and Site access connection (full access) 1950 Ace Hardware Development – Winter Springs Methodology TPD № 5824 August 29, 2023 Page 6 5. Traffic Impact Assessment a) Roadways  Obtain background traffic volumes on the study roadway segments from Seminole County for use in the traffic analysis.  Determine background traffic by combining existing traffic counts with committed trips to be provided by the City of Winter Spring and/or Seminole County.  Combine project traffic with background traffic to obtain total traffic volumes.  Perform daily roadway capacity analysis utilizing the City of Winter Springs and Seminole County standards. Intersections  Conduct intersection counts during the A.M./P.M. peak hour period at the study intersections.  Determine background traffic by combining existing traffic counts with committed trips to be provided by Seminole County.  Combine project traffic with background traffic to obtain total traffic.  Perform intersection capacity analysis utilizing the HCM/HCS operational analysis for the A.M./P.M. peak hour. 7. Traffic Report Prepare traffic report summarizing study procedures, analyses and recommendations. If you have any questions or concerns, please contact us at (407) 628-9955. 1951 Attachments 1952 1953 1954 1955 La n d  Us e  Co d e La n d  Us e Se t t i n g Ti m e  Pe r i o d # Da t a  Si t e s Av e r a g e  Pa s s ‐By  Ra t e GL A  (0 0 0 ) Pr i m a r y  (% ) D i v e r t e d  (% ) T o t a l  (% ) So u r c e 45 Fl o r i d a 1 9 9 2 8 4 4 5 6 2 4 20 4 4 — 3 0 50 Fl o r i d a 1 9 9 2 5 5 5 4 1 4 1 18 5 9 — 3 0 52 Fl o r i d a 1 9 9 5 6 6 5 4 2 3 3 25 5 8 — 3 0 53 Fl o r i d a 1 9 9 3 1 6 2 5 9 — — 4 1 — 3 0 57 . 2 3 Ke n t u c k y 1 9 9 3 2 4 7 3 1 5 3 16 6 9 2 6 5 9 3 4 60 Fl o r i d a 1 9 9 5 1 5 8 3 4 0 3 8 22 6 0 — 3 0 69 . 4 Ke n t u c k y 1 9 9 3 1 0 9 2 5 4 2 33 7 5 1 5 5 9 3 4 77 Fl o r i d a 1 9 9 2 3 6 5 4 6 — — 5 4 — 3 0 78 Fl o r i d a 1 9 9 1 7 0 2 5 5 2 3 22 4 5 — 3 0 82 Fl o r i d a 1 9 9 2 3 3 6 3 4 — — 6 6 — 3 0 92 . 8 5 7 Ke n t u c k y 1 9 9 3 1 3 3 2 2 5 0 28 7 8 3 5 5 5 3 4 10 0 . 8 8 8 Ke n t u c k y 1 9 9 3 2 8 1 2 8 5 0 22 7 2 2 1 1 1 3 4 12 1 . 5 4 Ke n t u c k y 1 9 9 3 2 1 0 5 3 3 0 17 4 7 2 6 3 6 3 4 14 4 Ne w  Je r s e y 1 9 9 0 1 7 6 3 2 4 4 24 6 8 — 2 4 14 6 . 8 Ke n t u c k y 1 9 9 3 — 3 6 3 9 25 6 4 — 3 4 Ge n e r a l  Ur b a n / S u b u r b a n Ve h i c l e  Pa s s ‐By  Ra t e s  by  La n d  Us e So u r c e :  IT E  Tr i p  Ge n e r a t i o n  Ma n u a l , 11 t h  Ed i t i o n 82 1 Sh o p p i n g  Pl a z a  (4 0  ‐   15 0 k ) We e k d a y  PM  Pe a k  Pe r i o d 15 40 % Pa s s ‐By  Ch a r a c t e r i s t i c s  fo r  In d i v i d u a l  Si t e s St a t e  or   Pr o v i n c e Su r v e y   Ye a r #  In t e r v i e w s Pa s s ‐By   Tr i p  (% ) No n ‐Pa s s ‐By  Tr i p s Ad j  St r e e t  Pe a k   Ho u r  Vo l u m e 1956 1957 1958 1959 La n d  Us e  Co d e La n d  Us e Se t t i n g Ti m e  Pe r i o d # Da t a  Si t e s Av e r a g e  Pa s s ‐By  Ra t e GF A  (0 0 0 ) Pr i m a r y  (% ) D i v e r t e d  (% ) T o t a l  (% ) So u r c e 1. 4 Ke n t u c k y 1 9 9 3 — 6 2 2 2 16 3 8 1 4 0 7 2 3 Ke n t u c k y 1 9 9 3 — 4 3 1 4 43 5 7 2 9 0 3 2 3. 3 ‐‐ 19 9 6 — 6 8 — — 3 2 — 2 1 3. 6 Ke n t u c k y 1 9 9 3 — 3 2 4 7 21 6 8 4 3 7 2 4. 2 In d i a n a 1 9 9 3 — 4 6 2 3 31 5 4 1 0 4 9 2 Ge n e r a l  Ur b a n / S u b u r b a n Ve h i c l e  Pa s s ‐By  Ra t e s  by  La n d  Us e So u r c e :  IT E  Tr i p  Ge n e r a t i o n  Ma n u a l , 11 t h  Ed i t i o n 93 4 Fa s t ‐Fo o d  Re s t a u r a n t  wi t h  Dr i v e ‐Th r o u g h  Wi n d o w We e k d a y  AM  Pe a k  Pe r i o d 5 50 % Pa s s ‐By  Ch a r a c t e r i s t i c s  fo r  In d i v i d u a l  Si t e s St a t e  or   Pr o v i n c e Su r v e y   Ye a r #  In t e r v i e w s Pa s s ‐By   Tr i p  (% ) No n ‐Pa s s ‐By  Tr i p s Ad j  St r e e t  Pe a k   Ho u r  Vo l u m e 1960 La n d  Us e  Co d e La n d  Us e Se t t i n g Ti m e  Pe r i o d # Da t a  Si t e s Av e r a g e  Pa s s ‐By  Ra t e GF A  (0 0 0 ) Pr i m a r y  (% ) D i v e r t e d  (% ) T o t a l  (% ) So u r c e 1. 3 Ke n t u c k y 1 9 9 3 — 6 8 2 2 10 3 2 2 0 5 5 2 1. 9 Ke n t u c k y 1 9 9 3 3 3 6 7 2 4 9 3 3 2 4 4 7 2 2. 8 Fl o r i d a 1 9 9 5 4 7 6 6 — — 3 4 — 3 0 2. 9 Fl o r i d a 1 9 9 6 2 7 1 4 1 4 1 18 5 9 — 3 0 3 Ke n t u c k y 1 9 9 3 — 3 1 3 1 38 6 9 4 2 5 0 2 3. 1 Fl o r i d a 1 9 9 5 2 8 7 1 — — 2 9 — 3 0 3. 1 Fl o r i d a 1 9 9 6 2 9 3 8 — — 6 2 — 3 0 3. 2 Fl o r i d a 1 9 9 6 2 0 2 4 0 3 9 21 6 0 — 3 0 3. 3 — 1 9 9 6 — 6 2 — — 3 8 — 2 1 4. 2 In d i a n a 1 9 9 3 — 5 6 2 5 19 4 4 1 6 3 2 2 4. 3 Fl o r i d a 1 9 9 4 3 0 4 6 2 — — 3 8 — 3 0 Ge n e r a l  Ur b a n / S u b u r b a n Ve h i c l e  Pa s s ‐By  Ra t e s  by  La n d  Us e So u r c e :  IT E  Tr i p  Ge n e r a t i o n  Ma n u a l , 11 t h  Ed i t i o n 93 4 Fa s t ‐Fo o d  Re s t a u r a n t  wi t h  Dr i v e ‐Th r o u g h  Wi n d o w We e k d a y  PM  Pe a k  Pe r i o d 11 55 % Pa s s ‐By  Ch a r a c t e r i s t i c s  fo r  In d i v i d u a l  Si t e s St a t e  or   Pr o v i n c e Su r v e y   Ye a r #  In t e r v i e w s Pa s s ‐By   Tr i p  (% ) No n ‐Pa s s ‐By  Tr i p s Ad j  St r e e t  Pe a k   Ho u r  Vo l u m e 1961 1962 1963 1964 La n d  Us e  Co d e La n d  Us e Se t t i n g Ti m e  Pe r i o d # Da t a  Si t e s Av e r a g e  Pa s s ‐By  Ra t e GF A  (0 0 0 ) Pr i m a r y  (% ) D i v e r t e d  (% ) T o t a l  (% ) So u r c e 2. 9 Ke n t u c k y 1 9 9 3 4 1 3 7 2 7 36 6 3 3 9 3 5 2 3. 1 Ke n t u c k y 1 9 9 3 2 1 3 8 2 9 33 6 2 2 5 8 0 2 4. 6 Fl o r i d a 1 9 9 2 2 7 6 6 3 — — 3 7 — 3 0 5 Fl o r i d a 1 9 9 2 6 5 5 8 — — 4 2 — 3 0 5. 3 Ke n t u c k y 1 9 9 3 2 4 5 0 3 7 13 5 0 1 6 1 5 2 5. 7 Fl o r i d a 1 9 9 4 3 0 8 5 7 — — 4 3 — 3 0 5. 8 Fl o r i d a 1 9 9 2 1 5 0 3 2 — — 6 8 — 3 0 6. 2 Fl o r i d a 1 9 9 5 5 2 1 4 6 4 3 11 5 4 — 3 0 7. 1 In d i a n a 1 9 9 3 — 2 3 2 3 54 7 7 1 5 6 5 2 8 Fl o r i d a 1 9 9 5 6 6 4 4 0 3 9 21 6 0 — 3 0 11 Fl o r i d a 1 9 9 6 2 6 7 3 8 4 3 19 6 2 — 3 0 12 Fl o r i d a 1 9 9 6 3 1 7 2 9 5 1 20 7 1 — 3 0 Ge n e r a l  Ur b a n / S u b u r b a n Ve h i c l e  Pa s s ‐By  Ra t e s  by  La n d  Us e So u r c e :  IT E  Tr i p  Ge n e r a t i o n  Ma n u a l , 11 t h  Ed i t i o n 93 2 Hi g h ‐Tu r n o v e r  (S i t ‐Do w n )  Re s t a u r a n t We e k d a y  PM  Pe a k  Pe r i o d 12 43 % Pa s s ‐By  Ch a r a c t e r i s t i c s  fo r  In d i v i d u a l  Si t e s St a t e  or   Pr o v i n c e Su r v e y   Ye a r #  In t e r v i e w s Pa s s ‐By   Tr i p  (% ) No n ‐Pa s s ‐By  Tr i p s Ad j  St r e e t  Pe a k   Ho u r  Vo l u m e 1965 (Licensed to ) CFRPM v.7 1 1 1 1 1 2 2 2 1 1 1 2 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 2 3 1 2 1 Hal l Rd 1 1 2 S R 4 1 7 1 1 2 1 H a ll R d 1 1 Dean Rd 2 2 2 2 1 3 2 3 6 7 CR 419 1 11 37 1 1 4 1 6 5 1 6 1 0 7 1 4 4 1 1 2 2 2 2 32SR 434 1 1 1 2 3 5 1 4 1 9 1 10 1 2 21 2 1 1 1 1 1 2 1 30 29 1 1 1 7 25 3 3 11 1 1 3 3 6 6 2 3 2 0 3 1 SR 426 1 11 1 5 4 8 1 1 1 1 L a k e M a r y B l v d 1 4 1 5 1 1 5 5 26 6 2 2 Dodd Rd 1 1 4 3 11 1 4 1 6SR 4 3 4 2 9 S R 4 3 4 11 2 1 2 1 1 27 4 33 2 3 1 2 6 6 1 13 2 2 1 3 4 5 5US 1 7/9 2 5 1 1 1 1 7 2 2 0 3 0 S R 4 3 4 6 1 1 1 6C R 4 1 9 6 1 1 22 1 1 6 6 4 1 11 2 2 2 4 Florida Ave 2 1 1 66 1 1 1 2 3 1 1 4 4 1 3 1 1 1 SR 417 2 1 SR 417 3 SR 417 1S R 4 1 7 2SR 417 1S R 4 1 7 2SR 417 1 S R 4 1 7 1 SR 417 1 1 S R 4 1 7 1 1 SR 417 2 1 1 SR 417 1 S R 4 1 7 1 S R 4 1 7 1 1 SR 417 2 SR 417 221 2 1 SR 417 6 SR 434 1 1 S R 4 1 7 3 1 2 4 US 17/92 3 1 3 4 2 14 1 4 2 SR 434 3 1 1 3 3 SR 434 1121 1 2 11 3 2 6 1 1 1 11 1 63 33 1 3 2 1 14 SR 434 16 32 31 SR 434 20 SR 434 1 13 1 6 30 SR 434 20 1 0 1 0 S R 4 1 9 10 1 0 1 1 4 4 2 1 1 1 11 1 1 L a k e M a ry Blv d 13 1 1 1 1 2 S R 4 1 7 2 1 1966 APPENDIX B Traffic Data and Roadway Concurrency Information 1967 1968 1969 1970 APPENDIX C Existing Intersection Counts, FDOT Seasonal Factors, Signal Timings 1971 Prepared by National Data & Surveying Services ID:23-130259-001 Day: City:Winter Springs Date: AM 28 41 44 0 AM NOON 0000 NOON PM 29 106 84 0 PM AM NOON PM PM NOON AM 0000 0 27 0 6 0 1072 0 1101 12035 00176 0 146 26051 0 TEV 3473 0 4145 0 9011 859 0 1047 0 PHF 0.96 0.98 385 0 665 0 0000 AM NOON PM PM NOON AM PM 0 602 111 131 PM NOON 0000NOON AM 0 597 56 161 AM 0 NONE 05:00 PM - 06:00 PM 189 Tuskawilla Rd & SR 434/SR 419 Peak Hour Turning Movement Count Tuskawilla Rd Tuesday SOUTHBOUND 9/12/2023 4:00 PM - 06:00 PMPE A K H O U R S 07:30 AM - 08:30 AM 88 7:00 AM - 09:00 AM CO U N T P E R I O D S NONE 1271 0 1075 Cars (AM)947 HT (AM) SR 4 3 4 / S R 4 1 9 EA S T B O U N D WE S T B O U N D SR 4 3 4 / S R 4 1 9 1738 0 1738 CONTROL Signalized Pedestrians (Crosswalks) Cars (PM)HT (PM) 0 572 NORTHBOUND Tuskawilla Rd Cars (NOON)HT (NOON) NOONAM PM PM AM AM NOON PM PM NOON AM AM NOON PM NOON NO O N PM AM NO O N AM PM NO O N AM PMNO O N PM AM 00 0 20 0 0 0 0 00 0 00 2 00 0 00 020 0 0 33 17 12 2 0 0 0 1115 0 0 00 0 0 0 0 0 000 0 41 515 42 0 0 0 0 217 27 1039 175658 1035 49 29 10 6 84 13 0 11 0 58 7 0 0 00 0 0 0 0 0 000 6 1060 141370 817 26 28 41 44 15 9 5559 0 1972 LOCATION:Tuskawilla Rd & SR 434/SR 419 PROJECT ID: CITY/STATE:Winter Springs, FL DATE: 0004 0000 23‐130259‐001 Tue, Sep 12, 2023 113 100 Peak‐Hour: 07:30 AM ‐ 08:30 AM 0.0 1.1 1726 38 6 1264 2.8 0.0 Peak 15‐Minute: 08:15 AM ‐ 08:30 AM 28 41 44 0.0 3.7Peak Hour Factor 859 0.96 1101 4.9 3.7 0.00.0 0.0 3.8 4.2 597 56 161 1.2 1.8 1.2 1282 385 157 1064 4.4 3.9 00 01 00 583 814 3.5 1.2 00 000 02 11 00 000 00 42 41 000 15 6 712 Hourly Total Period Northbound Southbound Eastbound Westbound Beginning At Left Thru Rgt 15-Min Count Tuskawilla Rd Tuskawilla Rd SR 434/SR 419 SR 434/SR 419 TotalUR*LeftThru R*UR*Left 7:00 AM 163 15 42 0 12 13 2 Thru Rgt URgt U R* Left Thru Rgt 778 3300 7:15 AM 118 8 28 0 6 9 27 183 1 007 173 135 5 776 3343 7:30 AM 130 10 47 0 7 6 39 227 1 46 0 4 186 134 3 871 3473 7:45 AM 154 14 47 0 91 6 39 292 09 9 0 7 221 1 2 875 3455 8:00 AM 151 14 27 0 194 89 3 41 29814 6 6 0 6 33636 18 40 0 270 3 4 821 2 2 906 187 89 1 3712 11 9 0 2542 8:30 AM 116 7 37 0 257 116 2 29 24111 15 4 0 78:15 AM 162 16366 240 140 16 30 0 221 4 2 853 8 3 783 45111 10 4 0 783189 129 2 42 19810 15 5 0 98:45 AM 127 Peak 15-Min Northbound Southbound Eastbound Westbound R*U R* Left Thru Rgt U TotalFlowratesLeft Thru Rgt U R* Left Thru Rgt 72 188 0 R* Left Thru Rgt U 12 16 3988 Heavy Trucks 16 4 4 0 1028 464 24 164 119256 60 36 0 28All Vehicles 648 8600 18000 05632 12 8 Bicycles 0 0 0 0 0 0 0 08Pedestrians00 04 4 04 Stopped Buses Buses 1973 LOCATION:Tuskawilla Rd & SR 434/SR 419 PROJECT ID: CITY/STATE:Winter Springs, FL DATE: 0000 0000 23‐130259‐001 Tue, Sep 12, 2023 219 224 Peak‐Hour: 05:00 PM ‐ 06:00 PM 0.0 1.6 1703 86 27 1284 2.8 2.3 Peak 15‐Minute: 05:30 PM ‐ 05:45 PM 29 106 84 0.0 2.6Peak Hour Factor 1047 0.98 1072 1.1 3.1 0.00.0 0.0 0.5 1.0 602 111 131 2.5 0.9 0.8 1798 665 185 1262 1.2 1.1 00 00 00 956 844 0.8 2.0 20 021 20 00 00 000 20 12 33 000 71 15 1 1 Hourly Total Period Northbound Southbound Eastbound Westbound Beginning At Left Thru Rgt 15-Min Count Tuskawilla Rd Tuskawilla Rd SR 434/SR 419 SR 434/SR 419 TotalUR*LeftThru R*UR*Left 4:00 PM 124 9 32 0 15 14 5 Thru Rgt URgt U R* Left Thru Rgt 784 3654 4:15 PM 179 27 50 0 16 16 45 156 4 20 11 217 133 17 972 3902 4:30 PM 161 20 34 0 20 9 32 215 10 25 0 6 277 128 1 911 3977 4:45 PM 170 13 38 0 128 10 35 251 217 12 0 8 212 3 3 987 4123 5:00 PM 136 15 35 0 244 132 11 50 26117 22 7 0 16 414512 33 31 0 290 6 5 1032 8 0 1047 272 156 9 4320 27 6 0 3113 5:30 PM 173 42 33 0 277 150 3 44 29725 24 6 0 165:15 PM 133 206612 269 173 21 32 0 240 9 2 1057 4 2 1009 84220 26 8 0 1009229 186 15 47 24519 29 9 0 115:45 PM 160 Peak 15-Min Northbound Southbound Eastbound Westbound R*U R* Left Thru Rgt U TotalFlowratesLeft Thru Rgt U R* Left Thru Rgt 168 140 0 R* Left Thru Rgt U 36 20 4660 Heavy Trucks 24 4 4 0 1108 744 60 188 1188100 116 36 0 64All Vehicles 692 4480 12400 42016 8 16 Bicycles 0 0 0 4 4 0 0 80Pedestrians08 00 0 00 Stopped Buses Buses 1974 Si t e C o d e : 23-13 0 2 5 9 -00 1 Da t e : 09 /12 /20 23 We a t h e r : Su n n y Ci t y : Wi n t e r S p r i n g s Co u n t y : Se m i n o l e Co u n t T i m e s : 07 :0 0 - 09 :0 0 16 :0 0 - 18 :0 0 Co n t r o l : Si g n a l i z e d SI G N A L T I M I N G PH A S E S 1 2 3 SL / S T 00 : 5 5 00 : 2 2 00 : 2 6 NL / N T 00 : 5 6 00 : 3 4 00 : 3 2 EL / W L 00 : 1 8 00 : 1 8 00 : 1 7 WL / W T 00 : 0 6 00 : 0 5 00 : 0 8 ET / W T 01 : 1 0 01 : 0 8 01 : 1 5 N/ S S t r e e t : Tu s k a w i l l a R d Sp e e d : 45 /5 0 MP H E/W Street: SR 434/SR 419 Speed: 45 MPH 19 7 5 Prepared by National Data & Surveying Services ID:23-130259-002 Day: City:Winter Springs Date: AM 2 668 10 8 AM NOON 0000 NOON PM 0 967 18 23 PM AM NOON PM PM NOON AM 0000 0 4013 0 000 000 0029042 000 0 TEV 1523 0 1951 0 000 000 0 PHF 0.96 0.97 100 0 0000 AM NOON PM PM NOON AM PM 0 0 828 82 PM NOON 0000NOON AM 0 0 724 55 AM 0 NONE 05:00 PM - 06:00 PM 855 Tuskawilla Rd & Michael Blake Blvd/Milky Way Peak Hour Turning Movement Count Tuskawilla Rd Tuesday SOUTHBOUND 9/12/2023 4:00 PM - 06:00 PMPE A K H O U R S 08:00 AM - 09:00 AM 745 7:00 AM - 09:00 AM CO U N T P E R I O D S NONE 100 0 65 Cars (AM)996 HT (AM) Mi c h a e l B l a k e B l v d / M i l k y W a y EA S T B O U N D WE S T B O U N D Mi c h a e l B l a k e B l v d / M i l k y W a y 200 CONTROL 2- Way Stop(EB/WB) Pedestrians (Crosswalks) Cars (PM)HT (PM) 0 711 NORTHBOUND Tuskawilla Rd Cars (NOON)HT (NOON) NOONAM PM PM AM AM NOON PM PM NOON AM AM NOON PM NOON NO O N PM AM NO O N AM PM NO O N AM PMNO O N PM AM 00 1 10 0 0 0 0 00 0 00 0 00 3 00 010 0 0 0 20 0 0 0 7 0 0180 0 0 00 0 0 0 0 0 000 0 0 20 0 0 0 21 0 2100 4 0 270 0 0 0 96 0 18 8281 0 0 0 0 00 0 0 0 0 0 000 13 0 401 0 0 2 64 7 10 5371 4 0 1976 LOCATION:Tuskawilla Rd & Michael Blake Blvd/Milky Way PROJECT ID: CITY/STATE:Winter Springs, FL DATE: 0000 0000 23‐130259‐002 Tue, Sep 12, 2023 688 737 Peak‐Hour: 08:00 AM ‐ 09:00 AM 3.1 1.3 2 0 13 55 0.0 0.0 Peak 15‐Minute: 08:30 AM ‐ 08:45 AM 2 668 18 0.0 3.6Peak Hour Factor 0 0.96 0 0.0 0.0 0.00.0 3.1 4.8 3.1 0 724 55 0.0 1.4 3.6 1 1 42 73 0.0 0.0 13 00 00 711 779 3.2 1.5 00 130 00 00 00 010 00 00 0210 02 0102 Hourly Total Period Northbound Southbound Eastbound Westbound Beginning At Left Thru Rgt 15-Min Count Tuskawilla Rd Tuskawilla Rd Michael Blake Blvd/Milky Way Michael Blake Blvd/Milky Way TotalUR*LeftThru R*UR*Left 7:00 AM 0 185 6 0 1 178 0 Thru Rgt URgt U R* Left Thru Rgt 383 1480 7:15 AM 0 170 13 0 4 176 70501 0000 375 1471 7:30 AM 0 183 11 0 1 0 903000 000 0 356 1464 7:45 AM 0 211 11 0 00 5 0 10145 0 0 1 0 1 0 366 1505 8:00 AM 0 207 11 0 000 903 131 0 0 0 15230 186 14 0 0 9 0 374 1 0 368 000 51 140 1 0 1149 8:30 AM 0 162 18 0 000 1305 146 0 3 08:15 AM 0 781000 169 12 0 0 1 0 397 2 0 384 0120 203 0 1 384010 1204 179 1 4 08:45 AM 0 Peak 15-Min Northbound Southbound Eastbound Westbound R*U R* Left Thru Rgt U TotalFlowratesLeft Thru Rgt U R* Left Thru Rgt 828 72 0 R* Left Thru Rgt U 36 0 1844 Heavy Trucks 0 16 4 0 040 52020 812 4 16 0All Vehicles 0 400 60360 000 16 8 Bicycles 0 4 0 0 8 4 0 44Pedestrians 0 0 00 0 00 Stopped Buses Buses 1977 LOCATION:Tuskawilla Rd & Michael Blake Blvd/Milky Way PROJECT ID: CITY/STATE:Winter Springs, FL DATE: 0000 0000 23‐130259‐002 Tue, Sep 12, 2023 1008 832 Peak‐Hour: 05:00 PM ‐ 06:00 PM 0.7 2.1 00 433 0.0 0.0 Peak 15‐Minute: 05:15 PM ‐ 05:30 PM 0 967 41 0.0 6.1Peak Hour Factor 0 0.97 0 0.0 0.0 0.00.0 0.7 6.9 0.0 0 828 82 0.0 2.2 0.0 0 0 29 123 0.0 0.0 00 00 00 996 910 0.9 2.0 10 011 10 00 00 011 00 00 070 02 0180 Hourly Total Period Northbound Southbound Eastbound Westbound Beginning At Left Thru Rgt 15-Min Count Tuskawilla Rd Tuskawilla Rd Michael Blake Blvd/Milky Way Michael Blake Blvd/Milky Way TotalUR*LeftThru R*UR*Left 4:00 PM 0 168 12 0 3 197 0 Thru Rgt URgt U R* Left Thru Rgt 396 1786 4:15 PM 0 265 25 0 3 196 60406 0000 511 1878 4:30 PM 0 225 18 0 4 0 804018 100 0 446 1869 4:45 PM 0 198 15 0 10 702182 0 7 0 0 2 0 433 1894 5:00 PM 0 214 18 0 000 302 205 0 8 0 19510 220 31 0 0 1 0 488 1 0 502 000 97 235 0 4 1463 5:30 PM 0 195 21 0 000 705 234 0 4 05:15 PM 0 961000 199 12 0 0 1 0 471 1 0 490 0103 235 0 6 490000 303 263 0 9 05:45 PM 0 Peak 15-Min Northbound Southbound Eastbound Westbound R*U R* Left Thru Rgt U TotalFlowratesLeft Thru Rgt U R* Left Thru Rgt 880 124 0 R* Left Thru Rgt U 40 2164 Heavy Trucks 0 28 0 0 000 40028 1052 0 36 0All Vehicles 0 400 48160 000 16 8 Bicycles 0 4 4 4 4 0 0 40Pedestrians 0 4 00 0 00 Stopped Buses Buses 1978 Si t e C o d e : 23-13 0 2 5 9 -00 2 Da t e : 09 /12 /20 23 We a t h e r : Su n n y Ci t y : Wi n t e r S p r i n g s Co u n t y : Se m i n o l e Co u n t T i m e s : 07 :0 0 - 09 :0 0 16 :0 0 - 18 :0 0 Co n t r o l : 2- Wa y S t o p ( E B / W B ) N/ S S t r e e t : Tu s k a w i l l a R d Sp e e d : 45 /5 0 MP H E/W Street: Michael Blake Blvd/Milky Way Speed: 25 MPH 19 7 9 Prepared by National Data & Surveying Services ID:23-130259-003 Day: City:Winter Springs Date: AM 78 9 134 0 AM NOON 0000 NOON PM 514700 PM AM NOON PM PM NOON AM 0000 0 107 0 71 0 1212 0 1121 6030 0042034 71083 0 TEV 2583 0 2904 0 001 979 0 1173 0 PHF 0.98 0.95 7017 0 0000 AM NOON PM PM NOON AM PM 0 101095 PM NOON 0000NOON AM 02367AM 0 NONE 04:45 PM - 05:45 PM 200 Michael Blake Blvd & SR 434/SR 419 Peak Hour Turning Movement Count Michael Blake Blvd Tuesday SOUTHBOUND 9/12/2023 4:00 PM - 06:00 PMPE A K H O U R S 07:30 AM - 08:30 AM 145 7:00 AM - 09:00 AM CO U N T P E R I O D S NONE 1338 0 1181 Cars (AM)63 HT (AM) SR 4 3 4 / S R 4 1 9 EA S T B O U N D WE S T B O U N D SR 4 3 4 / S R 4 1 9 1207 0 1303 CONTROL 2- Way Stop(NB/SB) Pedestrians (Crosswalks) Cars (PM)HT (PM) 0 50 NORTHBOUND Michael Blake Blvd Cars (NOON)HT (NOON) NOONAM PM PM AM AM NOON PM PM NOON AM AM NOON PM NOON NO O N PM AM NO O N AM PM NO O N AM PMNO O N PM AM 00 0 00 0 1 0 0 00 0 00 0 00 0 00 000 0 3 41 11 13 2 0 0 0 100 0 0 00 0 0 0 0 0 000 0 45 10 43 1 1 0 0 100 104 1171 4116 1160 81 51 4 70 941010 0 0 00 0 0 0 0 0 000 71 1076 337 936 70 77 9 13 4 6632 1980 LOCATION:Michael Blake Blvd & SR 434/SR 419 PROJECT ID: CITY/STATE:Winter Springs, FL DATE: 0000 0000 23‐130259‐003 Tue, Sep 12, 2023 221 151 Peak‐Hour: 07:30 AM ‐ 08:30 AM 0.5 0.7 1201 77 71 1227 3.8 1.3 Peak 15‐Minute: 07:30 AM ‐ 07:45 AM 78 9 134 0.0 3.7Peak Hour Factor 979 0.98 1121 4.4 4.0 0.01.3 0.0 2.9 3.7 2367 0.0 0.0 1.5 1063 7 35 1180 4.1 0.0 00 00 02 51 72 2.0 1.4 00 000 00 00 00 000 10 43 45 100 01 001 Hourly Total Period Northbound Southbound Eastbound Westbound Beginning At Left Thru Rgt 15-Min Count Michael Blake Blvd Michael Blake Blvd SR 434/SR 419 SR 434/SR 419 TotalUR*LeftThru R*UR*Left 7:00 AM 0 4 14 0 36 2 15 Thru Rgt URgt U R* Left Thru Rgt 532 2427 7:15 AM 1 3 14 0 35 2 6 175 51 00 37 186 2 4 578 2505 7:30 AM 1 0 18 0 40 4 6 252 16 019 0 15 209 2 0 659 2583 7:45 AM 1 1 15 0 1 2 9 284 154 22 0 17 246 17 0 658 2566 8:00 AM 0 1 14 0 244 4 1 10 300310210 13 247720 1200 287 14 1 610 25 0 656 215 2 2 7271190 1867 8:30 AM 0 1 21 0 274 0 1 8 250364160 218:15 AM 0 121130 257 2 0160 246 31 0 642 23 0 569 411232140 569217 3 3 15 240221100 178:45 AM 2 Peak 15-Min Northbound Southbound Eastbound Westbound R*U R* Left Thru Rgt U TotalFlowratesLeft Thru Rgt U R* Left Thru Rgt 4800 R* Left Thru Rgt U 100 4 2900 Heavy Trucks 0 0 4 0 1096 16 8 40 1200160 16 88 0 84All Vehicles 4 4600 1360 4 4600 8 0 Bicycles 0 0 0 0 0 0 0 00Pedestrians 0 0 00 0 80 Stopped Buses Buses 1981 LOCATION:Michael Blake Blvd & SR 434/SR 419 PROJECT ID: CITY/STATE:Winter Springs, FL DATE: 0000 0000 23‐130259‐003 Tue, Sep 12, 2023 125 230 Peak‐Hour: 04:45 PM ‐ 05:45 PM 0.0 2.5 1273 113 107 1361 3.1 1.8 Peak 15‐Minute: 05:15 PM ‐ 05:30 PM 51 4 70 2.8 3.3Peak Hour Factor 1173 0.95 1212 1.1 3.4 0.00.0 0.0 2.4 1.0 10 10 95 0.0 0.0 1.1 1303 17 42 1338 1.2 5.9 00 00 10 63 115 3.2 0.9 00 000 00 00 10 000 23 13 41 000 11 001 Hourly Total Period Northbound Southbound Eastbound Westbound Beginning At Left Thru Rgt 15-Min Count Michael Blake Blvd Michael Blake Blvd SR 434/SR 419 SR 434/SR 419 TotalUR*LeftThru R*UR*Left 4:00 PM 1 0 16 0 20 3 11 Thru Rgt URgt U R* Left Thru Rgt 531 2498 4:15 PM 5 3 27 0 17 3 8 183 21 00 14 244 5 5 644 2676 4:30 PM 1 3 13 0 11 8 9 210 16 011 0 28 304 3 1 636 2798 4:45 PM 2 2 17 0 0 4 6 300 241 8 0 18 246 16 0 687 2904 5:00 PM 2 3 20 0 268 0 10 11 301161170 26 282716 5320 296 26 0 709 31 0 766 293 7 6 10141150 2118 5:30 PM 3 0 26 0 316 4 10 12 31219 1 9 0 125:15 PM 3 135229 296 6 0180 303 34 0 742 28 2 610 49211100 610252 1 9 6 24816 1 9 0 195:45 PM 1 Peak 15-Min Northbound Southbound Eastbound Westbound R*U R* Left Thru Rgt U TotalFlowratesLeft Thru Rgt U R* Left Thru Rgt 20 128 0 R* Left Thru Rgt U 136 0 3196 Heavy Trucks 0 0 4 0 1264 28 40 48 124884 4 68 0 116All Vehicles 12 4648 1120 0 4244 4 4 Bicycles 0 0 0 0 0 0 0 00Pedestrians 4 0 40 0 00 Stopped Buses Buses 1982 Si t e C o d e : 23 - 1 3 0 2 5 9 - 00 3 Da t e : 09 /12 /20 23 We a t h e r : Su n n y Ci t y : Wi n t e r S p r i n g s Co u n t y : Se m i n o l e Co u n t T i m e s : 07 :0 0 - 09 :0 0 16 :0 0 - 18 :0 0 Co n t r o l : 2- W a y S t o p ( N B / S B ) N/ S S t r e e t : Mi c h a e l B l a k e B l v d Sp e e d : 25 MP H E/W Street: SR 434/SR 419 Speed: 45 MPH 19 8 3 Prepared by National Data & Surveying Services ID:23-130259-004 Day: City:Winter Springs Date: AM 60 629 36 0 AM NOON 0000 NOON PM 76 845 83 0 PM AM NOON PM PM NOON AM 0000 0 82 0 123 0 705 000 0067059 99054 0 TEV 1784 0 2225 0 000 6011 0 PHF 0.92 0.96 67053 0 0000 AM NOON PM PM NOON AM PM 1 76 774 96 PM NOON 0000NOON AM 1 15 674 10 AM Pedestrians (Crosswalks) Cars (PM)HT (PM) 0 756 NORTHBOUND Tuskawilla Rd Cars (NOON)HT (NOON) NONE 190 0 52 Cars (AM)966 HT (AM) Tr o t w o o d B l v d EA S T B O U N D WE S T B O U N D Tr o t w o o d B l v d 80 0 159 CONTROL Signalized 0 NONE 05:00 PM - 06:00 PM 910 Tuskawilla Rd & Trotwood Blvd Peak Hour Turning Movement Count Tuskawilla Rd Tuesday SOUTHBOUND 9/12/2023 4:00 PM - 06:00 PMPE A K H O U R S 07:15 AM - 08:15 AM 896 7:00 AM - 09:00 AM CO U N T P E R I O D S NOONAM PM PM AM AM NOON PM PM NOON AM AM NOON PM NOON NO O N PM AM NO O N AM PM NO O N AM PMNO O N PM AM 00 0 00 0 0 0 0 00 2 00 0 00 0 00 1310 30 1 0 00 0 1 1 7 1 1151 0 0 00 0 0 0 0 0 000 2 1 00 0 0 0 21 1 040 81 7 6753 11 53 75 83 8 82 9575 9 75 0 0 00 0 0 0 0 0 000 121 4 5967 6 99 60 60 8 35 1067 0 15 1984 LOCATION:Tuskawilla Rd & Trotwood Blvd PROJECT ID: CITY/STATE:Winter Springs, FL DATE: 0000 0000 Stopped Buses Buses 40 0 04 12 152 Bicycles 0 4 0 0 0 0 0 00Pedestrians 4 148 44 52320 000 2120 Heavy Trucks 0 8 0 4 8 80 0 64 1264 748 108 0 116All Vehicles 20 0 712 20 4 R* Left Thru Rgt U 164 0 R*U R* Left Thru Rgt U TotalFlowratesLeft Thru Rgt U R* Left Thru Rgt Peak 15-Min Northbound Southbound Eastbound Westbound 4170110 16013 157 4 0 168:45 AM 5 170 11 0 1 15 0 407 14 0 417 0177 158 9 0 1229 8:30 AM 5 161 8 0 0200 1318 142 9 0 138:15 AM 4 82414012 168 6 0 3 18 0 391 21 0 405 2200 157 131 4 0 29 0 450 1653 8:00 AM 4 167 2 0 2150 16116 158 27 0 24 162018 14141153 12 0 28 1 7:45 AM 4 153 5 0 14 0 1784 7:30 AM 5 178 1 1 8 0 140350170 29118 0 457 1703 380 1773 7:15 AM 2 176 2 0 5 187 1211900 270220 486 Thru Rgt URgt U R* Left Thru Rgt 7:00 AM 1 142 3 0 9 139 5 Hourly Total Period Northbound Southbound Eastbound Westbound Beginning At Left Thru Rgt 15-Min Count Tuskawilla Rd Tuskawilla Rd Trotwood Blvd Trotwood Blvd TotalUR*LeftThru R*UR*Left 00 040 02 01 0211 00 00 02 010 00 01 10 755 700 2.8 0.6 30 13 000 1.9 16 674 10 0.0 0.6 0.0 172 67 59 52 0.0 0.0 6 0.92 5 0.0 20.0 2.80.0 3.3 0.0 23‐130259‐004 Tue, Sep 12, 2023 725 896 Peak‐Hour: 07:15 AM ‐ 08:15 AM 3.0 0.7 81 99 123 187 1.3 0.0 Peak 15‐Minute: 07:15 AM ‐ 07:30 AM 60 629 36 1.6 1.6Peak Hour Factor 1985 LOCATION:Tuskawilla Rd & Trotwood Blvd PROJECT ID: CITY/STATE:Winter Springs, FL DATE: 0000 0000 Stopped Buses Buses 00 0 04 12 4 Bicycles 0 4 0 0 4 0 0 00Pedestrians 0 4 04 64124 400 2476 Heavy Trucks 4 28 4 4 16 68 0 72 8116 904 88 0 60All Vehicles 88 0 820 112 4 R* Left Thru Rgt U 120 0 R*U R* Left Thru Rgt U TotalFlowratesLeft Thru Rgt U R* Left Thru Rgt Peak 15-Min Northbound Southbound Eastbound Westbound 5783120 16129 226 15 0 155:45 PM 22 189 20 0 2 14 0 554 30 0 578 01720 217 22 0 1697 5:30 PM 20 185 28 1 4170 18218 205 20 0 125:15 PM 19 113213213 205 26 0 2 19 0 528 19 0 565 2110 1616 197 19 0 12 0 493 2140 5:00 PM 15 195 22 0 3100 17321 175 18 0 11 222514 11219181 17 0 12 0 4:45 PM 15 182 26 0 15 0 2092 4:30 PM 16 190 19 0 19 0 161280190 17212 0 501 2087 442 2006 4:15 PM 18 166 26 0 26 239 911000 4180 570 Thru Rgt URgt U R* Left Thru Rgt 4:00 PM 11 176 15 0 17 176 14 Hourly Total Period Northbound Southbound Eastbound Westbound Beginning At Left Thru Rgt 15-Min Count Tuskawilla Rd Tuskawilla Rd Trotwood Blvd Trotwood Blvd TotalUR*LeftThru R*UR*Left 00 1151 11 00 171 00 00 00 010 00 02 00 965 947 0.7 1.8 10 010 1.1 77 774 96 1.3 1.9 1.0 118 53 67 190 0.8 0.0 11 0.96 7 0.0 0.0 1.21.3 0.8 0.0 23‐130259‐004 Tue, Sep 12, 2023 1004 910 Peak‐Hour: 05:00 PM ‐ 06:00 PM 0.9 1.9 160 54 82 156 1.3 1.9 Peak 15‐Minute: 05:45 PM ‐ 06:00 PM 76 845 83 1.2 0.6Peak Hour Factor 1986 Si t e C o d e : 23-13 0 2 5 9 -00 4 Da t e : 09 /12 /20 23 We a t h e r : Su n n y Ci t y : Wi n t e r S p r i n g s Co u n t y : Se m i n o l e Co u n t T i m e s : 07 :0 0 - 09 :0 0 16 :0 0 - 18 :0 0 Co n t r o l : Si g n a l i z e d SI G N A L T I M I N G PH A S E S 1 2 3 NL / N T 00 : 1 5 - - SL / S T - 00 : 1 7 - NL / S L - - 00 : 1 3 NT / S T 01 : 0 5 00 : 4 3 00 : 4 9 EL / W L 00 : 1 3 00 : 1 3 - WL / W T 00 : 4 1 00 : 1 6 - EL / E T - - 00 : 1 7 N/ S S t r e e t : Tu s k a w i l l a R d Sp e e d : 45 /5 0 MP H E/W Street: Trotwood Blvd Speed: 20 MPH 19 8 7 Prepared by National Data & Surveying Services ID:23-130259-005 Day: City:Winter Springs Date: AM 411690 AM NOON 0000 NOON PM 36 4 142 0 PM AM NOON PM PM NOON AM 0000 0 117 0 83 0 1470 0 1559 003 0017010 26086 0 TEV 3049 0 3635 0 60018 1204 0 1652 0 PHF 0.92 0.98 2014 0 0000 AM NOON PM PM NOON AM PM 011320PM NOON 0000NOON AM 018117AM 0 NONE 05:00 PM - 06:00 PM 206 Bear Springs Dr/McLeod's Way & SR 434/SR 419 Peak Hour Turning Movement Count Bear Springs Dr/McLeod's Way Tuesday SOUTHBOUND 9/12/2023 4:00 PM - 06:00 PMPE A K H O U R S 07:30 AM - 08:30 AM 110 7:00 AM - 09:00 AM CO U N T P E R I O D S NONE 1874 0 1308 Cars (AM)35 HT (AM) SR 4 3 4 / S R 4 1 9 EA S T B O U N D WE S T B O U N D SR 4 3 4 / S R 4 1 9 1618 0 1520 CONTROL Signalized Pedestrians (Crosswalks) Cars (PM)HT (PM) 0 13 NORTHBOUND Bear Springs Dr/McLeod's Way Cars (NOON)HT (NOON) NOONAM PM PM AM AM NOON PM PM NOON AM AM NOON PM NOON NO O N PM AM NO O N AM PM NO O N AM PMNO O N PM AM 30 0 00 2 0 0 1 00 3 10 0 00 1 30 150 0 2 44 00 10 1 0 0 1 000 0 0 00 0 0 0 0 0 000 1 47 00 53 3 2 0 5 100 115 1426 1714 1642 85 36 4 14 1 20311 0 0 00 0 0 0 0 0 000 82 1512 102 1151 23 39 1 64 16118 1988 LOCATION:Bear Springs Dr/McLeod's Way & SR 434/SR 419 PROJECT ID: CITY/STATE:Winter Springs, FL DATE: 0000 0000 23‐130259‐005 Tue, Sep 12, 2023 111 110 Peak‐Hour: 07:30 AM ‐ 08:30 AM 6.3 3.6 1618 26 83 1670 3.0 11.5 Peak 15‐Minute: 08:15 AM ‐ 08:30 AM 41 1 69 1.2 2.9Peak Hour Factor 1204 0.92 1559 4.4 3.0 7.24.9 0.0 0.0 4.5 18 1 17 0.0 0.0 5.9 1232 2 28 1290 4.5 0.0 01 00 11 31 36 0.0 2.8 01 000 20 00 13 000 31 53 47 205 00 001 Hourly Total Period Northbound Southbound Eastbound Westbound Beginning At Left Thru Rgt 15-Min Count Bear Springs Dr/McLeod's Way Bear Springs Dr/McLeod's Way SR 434/SR 419 SR 434/SR 419 TotalUR*LeftThru R*UR*Left 7:00 AM 3 0 7 0 46 1 14 Thru Rgt URgt U R* Left Thru Rgt 673 2870 7:15 AM 5 0 8 0 51 0 0 281 43 50 18 255 0 0 699 2919 7:30 AM 6 0 4 0 17 0 2 328 14 415 0 5 267 0 5 759 3049 7:45 AM 6 1 4 0 1 0 0 389 180 13 0 4 302 18 5 739 3026 8:00 AM 5 0 5 0 271 1 0 6 40811 0 5 0 3 29598 040 395 23 4 722 24 4 829 248 0 0 2180140 2237 8:30 AM 7 1 6 0 383 0 0 2 36723 1 9 0 118:15 AM 1 14089 367 0 060 297 17 6 736 10 11 672 12110120 672324 0 0 2 28612 0 6 0 148:45 AM 1 Peak 15-Min Northbound Southbound Eastbound Westbound R*U R* Left Thru Rgt U TotalFlowratesLeft Thru Rgt U R* Left Thru Rgt 4200 R* Left Thru Rgt U 96 20 3552 Heavy Trucks 0 0 4 12 1532 4 0 24 1632924560 44All Vehicles 24 0804 2000 8 8840 8 20 Bicycles 0 0 0 0 0 0 0 44Pedestrians 8 4 40 0 40 Stopped Buses Buses 1989 LOCATION:Bear Springs Dr/McLeod's Way & SR 434/SR 419 PROJECT ID: CITY/STATE:Winter Springs, FL DATE: 0004 0000 23‐130259‐005 Tue, Sep 12, 2023 182 209 Peak‐Hour: 05:00 PM ‐ 06:00 PM 0.5 1.5 1517 89 117 1664 2.9 1.1 Peak 15‐Minute: 05:15 PM ‐ 05:30 PM 36 4 142 1.7 2.8Peak Hour Factor 1652 0.98 1470 0.6 3.0 0.70.0 0.0 1.3 0.6 11 3 20 0.0 0.0 0.0 1755 14 77 1814 0.6 0.0 30 00 00 95 34 0.0 0.0 53 000 01 00 00 100 12 10 44 001 01 000 Hourly Total Period Northbound Southbound Eastbound Westbound Beginning At Left Thru Rgt 15-Min Count Bear Springs Dr/McLeod's Way Bear Springs Dr/McLeod's Way SR 434/SR 419 SR 434/SR 419 TotalUR*LeftThru R*UR*Left 4:00 PM 3 0 3 0 23 1 5 Thru Rgt URgt U R* Left Thru Rgt 730 3194 4:15 PM 6 0 6 0 22 0 4 294 10 170 18 347 5 0 793 3360 4:30 PM 0 3 3 0 31 0 3 331 20 1414 0 19 357 1 15 783 3490 4:45 PM 0 3 7 0 3 1 1 369 120 14 0 19 312 17 14 888 3618 5:00 PM 3 1 4 0 390 4 0 4 399211110 17 363519 1100 376 23 15 896 26 10 923 414 0 0 330 0 8 0 2739 5:30 PM 7 0 4 0 420 5 0 6 38524 3 9 0 235:15 PM 1 181625 427 3 120 343 26 15 911 42 20 905 14450110 905391 6 2 4 36643 1 8 0 195:45 PM 0 Peak 15-Min Northbound Southbound Eastbound Westbound R*U R* Left Thru Rgt U TotalFlowratesLeft Thru Rgt U R* Left Thru Rgt 4400 R* Left Thru Rgt U 168 80 3960 Heavy Trucks 0 0 0 4 1708 24 8 24 1540180 12 44 0 100All Vehicles 28 0768 1040 0 4120 4 28 Bicycles 4 0 0 0 0 0 0 84Pedestrians 0 16 00 0 00 Stopped Buses Buses 1990 Si t e C o d e : 23 - 1 3 0 2 5 9 - 00 5 Da t e : 09 /12 /20 23 We a t h e r : Su n n y Ci t y : Wi n t e r S p r i n g s Co u n t y : Se m i n o l e Co u n t T i m e s : 07 :0 0 - 09 :0 0 16 :0 0 - 18 :0 0 Co n t r o l : Si g n a l i z e d SI G N A L T I M I N G PH A S E S 1 2 3 SL / S T 00 : 3 4 - 00 : 2 0 NT / S T - 00 : 3 0 00 : 1 6 EL / W L 00 : 1 8 - - ET / W T 01 : 5 8 02 : 2 0 02 : 1 4 N/ S S t r e e t : Be a r S p r i n g s D r / M c L e o d ' s W a y Sp e e d : 25 M P H E/W Street: SR 434/SR 419 Speed: 45 MPH 19 9 1 Prepared by National Data & Surveying Services ID:23-130259-006 Day: City:Winter Springs Date: AM 184 14 153 0 AM NOON 0000 NOON PM 1416940 PM AM NOON PM PM NOON AM 0000 0 186 0 191 0 1286 0 1305 000 0052041 200 0 210 0 TEV 3340 0 3697 0 000 1099 0 1612 0 PHF 0.90 0.97 43030 0 0000 AM NOON PM PM NOON AM PM 022256PM NOON 0000NOON AM 0 411455 AM 0 NONE 05:00 PM - 06:00 PM 398 Heritage Park St/Central Winds Dr & SR 434/SR 419 Peak Hour Turning Movement Count Heritage Park St/Central Winds Dr Tuesday SOUTHBOUND 9/12/2023 4:00 PM - 06:00 PMPE A K H O U R S 07:45 AM - 08:45 AM 405 7:00 AM - 09:00 AM CO U N T P E R I O D S NONE 1762 0 1307 Cars (AM)88 HT (AM) SR 4 3 4 / S R 4 1 9 EA S T B O U N D WE S T B O U N D SR 4 3 4 / S R 4 1 9 1530 0 1449 CONTROL Signalized Pedestrians (Crosswalks) Cars (PM)HT (PM) 0 98 NORTHBOUND Heritage Park St/Central Winds Dr Cars (NOON)HT (NOON) NOONAM PM PM AM AM NOON PM PM NOON AM AM NOON PM NOON NO O N PM AM NO O N AM PM NO O N AM PMNO O N PM AM 20 4 20 2 1 0 0 00 0 00 0 30 1 00 010 0 0 47 00 14 1 2 0 0 000 0 0 00 0 0 0 0 0 000 0 48 00 59 3 3 1 0 010 186 1239 5230 1598 209 13 9 6 94 56222 0 0 00 0 0 0 0 0 000 191 1257 4143 1040 197 18 1 13 15 3 551341 1992 LOCATION:Heritage Park St/Central Winds Dr & SR 434/SR 419 PROJECT ID: CITY/STATE:Winter Springs, FL DATE: 0000 0000 23‐130259‐006 Tue, Sep 12, 2023 351 405 Peak‐Hour: 07:45 AM ‐ 08:45 AM 1.1 1.0 1530 200 191 1537 3.3 1.5 Peak 15‐Minute: 08:15 AM ‐ 08:30 AM 184 14 153 0.0 3.1Peak Hour Factor 1099 0.90 1305 5.4 3.7 0.01.6 7.1 0.0 4.5 41 14 55 0.0 7.1 0.0 1342 43 41 1307 4.6 0.0 41 00 31 98 110 1.0 0.9 00 000 20 00 00 000 30 59 48 310 00 010 Hourly Total Period Northbound Southbound Eastbound Westbound Beginning At Left Thru Rgt 15-Min Count Heritage Park St/Central Winds DHeritage Park St/Central Winds D SR 434/SR 419 SR 434/SR 419 TotalUR*LeftThru R*UR*Left 7:00 AM 5 11 13 0 40 3 63 Thru Rgt URgt U R* Left Thru Rgt 818 3175 7:15 AM 7 0 10 0 52 1 3 217 83 00 121 247 12 0 841 3146 7:30 AM 7 0 6 0 11 0 3 357 29 0111 0 33 233 5 0 753 3235 7:45 AM 11 2 11 0 3 0 3 378 220 15 0 33 275 36 0 763 3340 8:00 AM 12 6 12 0 252 7 0 12 358124270 31 324655 5170 334 42 0 789 71 0 930 250 8 0 12182380 2457 8:30 AM 8 1 15 0 320 18 0 7 287595550 768:15 AM 10 152738 277 10 0130 326 42 0 858 10 1 669 010643640 669259 8 0 7 270476260 158:45 AM 7 Peak 15-Min Northbound Southbound Eastbound Westbound R*U R* Left Thru Rgt U TotalFlowratesLeft Thru Rgt U R* Left Thru Rgt 24 68 0 R* Left Thru Rgt U 284 0 4092 Heavy Trucks 0 4 0 0 1280 72 0 48 1432256 20 256 0 304All Vehicles 48 0720 1844 4 8920 12 16 Bicycles 0 0 0 0 0 0 0 12 4Pedestrians00 80 0 40 Stopped Buses Buses 1993 LOCATION:Heritage Park St/Central Winds Dr & SR 434/SR 419 PROJECT ID: CITY/STATE:Winter Springs, FL DATE: 0000 0000 23‐130259‐006 Tue, Sep 12, 2023 241 398 Peak‐Hour: 05:00 PM ‐ 06:00 PM 0.8 0.3 1449 210 186 1524 3.4 0.5 Peak 15‐Minute: 05:30 PM ‐ 05:45 PM 141 6 94 0.0 3.1Peak Hour Factor 1612 0.97 1286 0.9 3.7 0.01.4 0.0 0.0 0.8 22 2 56 0.0 0.0 0.0 1852 30 52 1762 0.8 0.0 23 01 01 88 80 0.0 0.0 10 000 20 00 10 000 10 14 47 200 00 000 Hourly Total Period Northbound Southbound Eastbound Westbound Beginning At Left Thru Rgt 15-Min Count Heritage Park St/Central Winds DHeritage Park St/Central Winds D SR 434/SR 419 SR 434/SR 419 TotalUR*LeftThru R*UR*Left 4:00 PM 5 0 9 0 18 0 34 Thru Rgt URgt U R* Left Thru Rgt 718 3167 4:15 PM 7 1 10 0 14 0 8 266 11 00 20 335 12 0 764 3373 4:30 PM 6 0 10 0 29 0 12 299 28 018 0 31 338 6 0 820 3486 4:45 PM 1 0 15 0 9 0 13 336 350 40 0 25 317 68 0 865 3623 5:00 PM 7 1 10 0 362 11 0 13 327220210 25 369745 1150 317 42 0 924 47 0 877 427 7 0 12312230 2773 5:30 PM 5 0 13 0 402 7 0 14 301190210 475:15 PM 3 189659 409 7 0180 352 42 0 957 55 0 939 016211320 939374 9 0 10 316233650 595:45 PM 7 Peak 15-Min Northbound Southbound Eastbound Westbound R*U R* Left Thru Rgt U TotalFlowratesLeft Thru Rgt U R* Left Thru Rgt 4720 R* Left Thru Rgt U 220 0 4172 Heavy Trucks 0 0 0 0 1708 36 0 64 1408124 12 260 0 236All Vehicles 28 0760 1080 8 4200 8 28 Bicycles 0 0 0 0 0 0 0 812Pedestrians44 00 0 44 Stopped Buses Buses 1994 Si t e C o d e : 23 - 1 3 0 2 5 9 - 00 6 Da t e : 09 /12 /20 23 We a t h e r : Su n n y Ci t y : Wi n t e r S p r i n g s Co u n t y : Se m i n o l e Co u n t T i m e s : 07 :0 0 - 09 :0 0 16 :0 0 - 18 :0 0 Co n t r o l : Si g n a l i z e d SI G N A L T I M I N G PH A S E S 1 2 3 NT / S T 00 : 2 1 00 : 2 5 00 : 2 3 WL / W T 00 : 2 7 00 : 2 1 00 : 2 4 ET / W T 01 : 2 5 01 : 2 6 01 : 2 6 EL / E T 00 : 3 8 00 : 3 9 00 : 3 6 N/ S S t r e e t : He r i t a g e P a r k S t / C e n t r a l W i n d s D r Sp e e d : N/ A E/W Street: SR 434/SR 419 Speed: XX 19 9 5 1996 Name Direction NL ST EL WT SL NT WL ET P9 _______ Channel 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Phase/OL 1 2 3 4 5 6 7 8 9 10 11 _13 14 15 16 Type VEH VEH VEH VEH VEH VEH VEH VEH OLP OLP OLP OLP OLP OLP OLP OLP Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ________ Min Green 6 15 6 8 6 15 6 8 ________________ Passage 3 4 3 3 3 4 3 3 ________________ Max 1 20 45 30 20 20 45 20 30 ________________ Max 2 20 100 30 20 20 100 20 30 ________________ Yellow Clr 4.8 4.8 3.4 3.4 4.8 4.8 3.4 3.4 3 3 ______________ Red Clr 2 2 2.6 3.2 2 2 2.2 3.2 ________________ Walk _7 _7 _7 _7 7 7 ______________ Ped Clear _24 _30 _21 _26 255 255 ______________ Red Revert 3 3 3 3 3 3 3 3 3 3 ______ Added Init ________________________ Max Initial ________________________ Max 3 Limit ________________________ Max 3 Step ________________________ Time B-4 ________________________ Cars B-4 ________________________ Time to ________________________ Reduce By ________________________ Min Gap ________________________ Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Phase 1 2 3 4 5 6 7 8 Enable ✓✓✓✓✓✓✓✓________Max 2 ________ Min Recall _✓___✓__________Max Inhibit ✓✓✓✓✓✓_✓ Max Recall ________________Cnf Phase ________ Ped Recall ________________ Soft Recall ________________Phase 1 2 3 4 5 6 7 8 Lock Call _✓___✓__________Max 2 ________ Flash Ent ___✓___✓________Max Inhibit _✓___✓__ Flash Exit _✓___✓__________________ Dual Entry _✓_✓_✓_✓✓✓______ Sim Gap _✓___✓__________Phase ________ Cond Serv ________________Max2 ________ Reservice ________________Max Inhibit ________ Cnf Phase ________________________ FYA Grn Yel Red Overlap - A ____________________ Overlap - B ____________________ Overlap - C ____________________ Overlap - D ____________________ Overlap - E ____________________ Overlap - F ____________________ Overlap - G 1 2 3 4 ______________3 _ Overlap - H 1 2 3 4 9 10 ____________3 _ Overlap - I ____________________ Overlap - J ____________________ Overlap - K ____________________ Overlap - L ____________________ Overlap - M 2 10 ________________4.5 2 Overlap - N 4 10 ________________4.5 2 Overlap - O 6 9 ________________4.5 2 Overlap - P 8 9 ________________4.5 2 Seminole County Traffic Engineering Timing Sheet Intersection: Tuskawilla Rd @ (01) Trotwood Blvd _ _ _ Ped 1 Ped 1 Ped 1 Ped 1 Type _ _ _ _ _ _ NORMAL NORMAL _ Phase Times Phase Mode Cnf Phase Date Passage Max 1 SCTE\JVidal Included Phase Phase Min Green Ped Clr Phase Options Alt Phase Opt 1 Passage Max 1 Max 2 Yel Clr Red Clr Modifier Phase Max 2 Yel Clr Walk Alt Phase Opt 2 Cnf Phase Alt Phase Opt 3 P2P Pattern _InSync _ Node #7578 Alt Phase Times 1 Phase Min Green Free Action 254 Ped Clr User Free Seq 1 Red Clr Walk Syn Green _ Alt Phase Times 2 Tuskawilla Trotwood Tuskawilla Trotwood Ex-Ped August 16, 2023 Done By Comm ID 2580 1997 Split 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 2 3 4 5 Cycle =90 16 38 17 19 17 37 17 19 ________Hour _9 11 17 20 ___ Seq =1 _✓______________P Min _30 30 30 30 ___ Mode _MAX ___MAX __________L Action 48 8 18 9 48 ___ Split 2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =90 16 40 15 19 17 39 15 19 ________N Hour ________ Seq =1 _✓______________Min ________ Mode _MAX ___MAX __________1 Action ________ Split 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 2 3 4 5 6 7 Cycle =100 16 50 15 19 19 47 15 19 ________Hour _6 10 12 15 19 21 _ Seq =1 _✓______________P Min _30 _30 30 _30 _ Mode _MAX ___MAX __________L Action 48 1 2 3 4 5 48 _ Split 4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =100 17 49 15 19 17 49 15 19 ________N Hour ________ Seq =1 _✓______________Min ________ Mode _MAX ___MAX __________2 Action ________ Split 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 2 3 4 5 6 7 Cycle =90 16 40 15 19 17 39 15 19 ________Hour _6 10 12 15 19 21 _ Seq =1 _✓______________P Min _30 _30 30 _30 _ Mode _MAX ___MAX __________L Action 48 1 2 3 4 5 48 _ Split 6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =90 18 34 17 21 19 33 17 21 ________N Hour ________ Seq =1 _✓______________Min ________ Mode _MAX ___MAX __________3 Action ________ Split 7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 2 3 4 5 6 7 Cycle =90 16 40 15 19 17 39 15 19 ________Hour _6 10 12 15 19 21 _ Seq =1 _✓______________P Min _30 _30 30 _30 _ Mode _MAX ___MAX __________L Action 48 1 2 3 4 5 48 _ Split 8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =90 18 34 17 21 19 33 17 21 ________N Hour ________ Seq =1 _✓______________Min ________ Mode _MAX ___MAX __________4 Action ________ Split 9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 2 3 4 5 6 7 Cycle =90 16 40 15 19 17 39 15 19 ________Hour _6 10 12 15 19 21 _ Seq =1 _✓______________P Min _30 _30 30 _30 _ Mode _MAX ___MAX __________L Action 48 1 2 3 4 5 48 _ Split 10 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =_________________N Hour ________ Seq =_________________Min ________ Mode ________________5 Action ________ Split 11 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 2 3 4 5 6 7 Cycle =_________________Hour _6 10 11 15 19 21 _ Seq =_________________P Min _30 _30 30 _30 _ Mode ________________L Action 48 1 2 3 4 5 48 _ Split 12 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =_________________N Hour ________ Seq =_________________Min ________ Mode ________________6 Action ________ Split 13 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 2 3 4 5 Cycle =_________________Hour _8 10 19 22 ___ Seq =_________________P Min ________ Mode ________________L Action 48 6 16 7 48 ___ Split 14 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =_________________N Hour ________ Seq =_________________Min ________ Mode ________________7 Action ________ Split 15 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Cycle =_________________Hour ________ Seq =_________________P Min ________ Mode ________________L Action ________ Split 16 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =85 16 35 15 19 17 34 15 19 ________N Hour ________ Seq =1 _✓______________Min ________ Mode _MAX ___MAX __________8 Action ________ Sunday Monday Tuesday Wednesday Thursday Friday Saturday Coordination Splits 1-16 Day Plans 1-8 1998 Split 17 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Cycle =_________________Hour ________ Seq =_________________P Min ________ Mode ________________L Action ________ Split 18 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =85 16 35 15 19 17 34 15 19 ________N Hour ________ Seq =1 _✓______________Min ________ Mode _MAX ___MAX __________9 Action ________ Split 19 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Cycle =_________________Hour ________ Seq =_________________P Min ________ Mode ________________L Action ________ Split 20 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =_________________N Hour ________ Seq =_________________Min ________ Mode ________________10 Action ________ Split 21 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Cycle =_________________Hour ________ Seq =_________________P Min ________ Mode ________________L Action ________ Split 22 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =_________________N Hour ________ Seq =_________________Min ________ Mode ________________11 Action ________ Split 23 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Cycle =_________________Hour ________ Seq =_________________P Min ________ Mode ________________L Action ________ Split 24 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =_________________N Hour ________ Seq =_________________Min ________ Mode ________________12 Action ________ Split 25 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Cycle =_________________Hour ________ Seq =_________________P Min ________ Mode ________________L Action ________ Split 26 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =_________________N Hour ________ Seq =_________________Min ________ Mode ________________13 Action ________ Split 27 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Cycle =_________________Hour ________ Seq =_________________P Min ________ Mode ________________L Action ________ Split 28 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =_________________N Hour ________ Seq =_________________Min ________ Mode ________________14 Action ________ Split 29 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Cycle =_________________Hour ________ Seq =_________________P Min ________ Mode ________________L Action ________ Split 30 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =_________________N Hour ________ Seq =_________________Min ________ Mode ________________15 Action ________ Split 31 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Cycle =_________________Hour ________ Seq =_________________P Min ________ Mode ________________L Action ________ Split 32 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =_________________N Hour ________ Seq =_________________Min ________ Mode ________________16 Action ________ Coordination Splits 17-32 Day Plans 9-16 1999 Cycle Offset Split Seq Coord Time Opt Det CIR Short Long No S No S Yield Max 2 Float R-Hld Y-Inh Off-1 Off-2 Off-3 Off-4 Off-5 Off-6 Off-7 Off-8 Pattern - 1 90 38 1 1 2 _1 1 _12 22 _____✓________✓ Pattern - 2 90 68 2 1 2 _1 1 _12 22 _____✓________✓ Pattern - 3 100 12 3 1 2 _1 1 _12 22 _____✓________✓ Pattern - 4 100 19 4 1 2 _1 1 _12 22 _____✓________✓ Pattern - 5 90 42 5 1 2 _1 1 _12 22 _____✓________✓ Pattern - 6 90 42 6 1 2 _1 1 _12 22 _____✓________✓ Pattern - 7 90 42 7 1 2 _1 1 _12 22 _____✓________✓ Pattern - 8 90 42 8 1 2 _1 1 _12 22 _____✓________✓ Pattern - 9 90 42 9 1 2 _1 1 _12 22 _____✓________✓ Pattern - 10 __________________________ Pattern - 11 __________________________ Pattern - 12 __________________________ Pattern - 13 __________________________ Pattern - 14 __________________________ Pattern - 15 __________________________ Pattern - 16 85 42 16 1 2 _1 1 _12 22 _____✓________✓ Pattern - 17 __________________________ Pattern - 18 85 42 18 1 2 _1 1 _12 22 _____✓________✓ Pattern - 19 __________________________ Pattern - 20 __________________________ Pattern - 21 __________________________ Pattern - 22 __________________________ Pattern - 23 __________________________ Pattern - 24 __________________________ Pattern - 25 __________________________ Pattern - 26 __________________________ Pattern - 27 __________________________ Pattern - 28 __________________________ Pattern - 29 __________________________ Pattern - 30 __________________________ Pattern - 31 __________________________ Pattern - 32 __________________________ Cycle Offset Split Seq Coord Time Opt Det CIR Short Long No S No S Yield Max 2 Float R-Hld Y-Inh Off-1 Off-2 Off-3 Off-4 Off-5 Off-6 Off-7 Off-8 Pattern - 33 __________________________ Pattern - 34 __________________________ Pattern - 35 __________________________ Pattern - 36 __________________________ Pattern - 37 __________________________ Pattern - 38 __________________________ Pattern - 39 __________________________ Pattern - 40 __________________________ Pattern - 41 __________________________ Pattern - 42 __________________________ Pattern - 43 __________________________ Pattern - 44 __________________________ Pattern - 45 __________________________ Pattern - 46 __________________________ Pattern - 47 __________________________ Pattern - 48 __________________________ BIU-1 Call Swt Dly Lck Src Call Swt Dly Lck Src Call Swt Dly Lck Src Call Swt Dly Lck Src Detector 1 1 6 __________________ Detector 2 2 ___________________ Detector 3 2 ___________________ Detector 4 2 ___________________ Detector 5 2 ___________________ Detector 6 3 8 __________________ Detector 7 4 _8 _________________ Detector 8 5 2 __________________ Detector 9 6 ___________________ Detector 10 6 ___________________ Detector 11 6 ___________________ Detector 12 6 ___________________ Detector 13 7 4 __________________ Detector 14 8 _8 _________________ Detector 15 ____________________ Detector 16 _____3 ______________ BIU-4 49 50 51 52 47 48 37 38 39 40 41 42 60 61 62 63 64 58 5943 44 54 55 56 57 53 33 34 35 36 23 24 25 26 27 29 30 31 32 BIU-2 BIU-3 28 17 18 19 20 21 22 45 46 2000 Enbl Grn Dwl Pre Run 1 __________________________ Pre Run 2 __________________________ Pre Run 3 ON ________3 8 _______7 8 __4 8 __ Pre Run 4 ON ________4 7 _______7 8 __4 8 __ Pre Run 5 ON ________2 5 _______7 8 __2 6 __ Pre Run 6 ON ________1 6 _______7 8 __2 6 __ P6 P6 P4 6 4 7 1 P6 P6 P4 P8 N S 5 6 7 P4 4 1 2 3 P8 8 5 P2 P2 P4 P8 2 3 8 P2 P2 P8 1 2 3 4 9 5 6 7 8 10 6 4 7 P9 P9 1 P9 P9 5 6 EX-P 7 4 1 2 P9 P9 3 8 5 P9 P9 2 3 8 Exlusive Ped Preemption Operation Ped Preemption Tuskawilla Trotwood Exclusive Ped When pedestrian preempt box is open, pedestrian buttons are taken offline. E Tuskawilla Trotwood W Cabinet Seq 1 Ring 1 Ring 2 actuations until EXP is needed every cycle, then leave door open. Intersection has Ped Pre-emption which brings up Ex-ped movement after ph 2&6.Ped Preemption uses 254. Ped button are taken offline when ped Combination of I/O logic and overlaps used for no right turn signs box door is opened. Intersection set up with concurrent sides.Signal retimed March 2020. All left turns are 5-sect. and Det. Switched.Pattern 48 used for normal Free operation. Ol G & H are used to reset the count downs for the ped crossings Signal runs coordination, preferred EXP operation is to keep box closed between Intersection Notes T.O.D Notes Track Overlap Dwell Phase Dwell Overlap Exit PhaseTrack Phase 2001 Name Direction WL ET _ST EL WT _NT ________ Channel 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Phase/OL 1 2 3 4 5 6 7 8 9 10 11 12 2 4 6 8 Type VEH VEH VEH VEH VEH VEH VEH VEH OLP OLP OLP OLP PED PED PED PED Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 __3 4 __7 8 Min Green 6 15 6 6 6 15 6 6 __________6 6 __6 6 Passage 3 4 3 4 3 4 3 4 __________6 6 __6 6 Max 1 30 80 50 65 15 95 65 80 __________65 65 __65 65 Max 2 15 70 50 65 15 70 65 50 __________65 65 __65 65 Yellow Clr 4.9 4.9 4.8 3.4 4.9 4.9 3.4 4.8 __________4.8 3.4 __3.4 4.8 Red Clr 2.9 2.9 4.1 3.9 2.9 2.9 3.9 4.1 __________4.1 3.9 __3.9 4.1 Walk _7 _7 _7 _7 ___________7 ___7 Ped Clear _33 _40 _21 _41 ___________40 ___41 Red Revert 3 3 3 3 3 3 3 3 ________ Added Init ________________________ Max Initial ________________________ Max 3 Limit ________________________ Max 3 Step ________________________ Time B-4 ________________________ Cars B-4 ________________________ Time to ________________________ Reduce By ________________________ Min Gap ________________________ Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Phase 1 2 3 4 5 6 7 8 Enable ✓✓✓✓✓✓✓✓________Max 2 ________ Min Recall _✓___✓__________Max Inhibit ✓✓✓✓✓✓✓✓ Max Recall ________________Cnf Phase __7 8 __3 4 Ped Recall ________________ Soft Recall ________________Phase 1 2 3 4 5 6 7 8 Lock Call ✓✓_✓✓✓_✓________Max 2 ________ Flash Ent __✓____✓________Max Inhibit _✓___✓__ Flash Exit _✓___✓____________7 8 __3 4 Dual Entry _✓✓✓_✓✓✓________ Sim Gap _✓___✓__________Phase ________ Cond Serv ________________Max2 ________ Reservice ________________Max Inhibit ________ Cnf Phase __7 8 __3 4 ________________ FYA Grn Yel Red Overlap - A ____________________ Overlap - B ____________________ Overlap - C ____________________ Overlap - D ____________________ Overlap - E ____________________ Overlap - F ____________________ Overlap - G ____________________ Overlap - H ____________________ Overlap - I ____________________ Overlap - J ____________________ Overlap - K ____________________ Overlap - L ____________________ Overlap - M ____________________ Overlap - N ____________________ Overlap - O ____________________ Overlap - P ____________________ Seminole County Traffic Engineering Timing Sheet Intersection: SR 434 @ (36) Tuskawilla Rd _ _ _ _ _ _ _ Type _ _ _ _ _ _ _ _ _ Phase Times Phase Mode Cnf Phase Date Passage Max 1 SCTE\JVidal Included Phase Phase Min Green Ped Clr Phase Options Alt Phase Opt 1 Passage Max 1 Max 2 Yel Clr Red Clr Modifier Phase Max 2 Yel Clr Walk Alt Phase Opt 2 Cnf Phase Alt Phase Opt 3 P2P Pattern _InSync _ Node #2392 Alt Phase Times 1 Phase Min Green Free Action 254 Ped Clr STD8 Free Seq 9 Red Clr Walk Syn Green _ Alt Phase Times 2 SR 434 Tuskawilla SR 434 Tuskawilla February 7, 2023 Done By Comm ID 1365 2002 Split 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 2 3 4 5 Cycle =180 29 66 57 28 18 77 28 57 ________Hour _9 10 18 19 ___ Seq =10 _✓______________P Min _30 30 30 30 ___ Mode _MIN ___MIN __________L Action 99 8 18 9 99 ___ Split 2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =_________________N Hour ________ Seq =_________________Min ________ Mode ________________1 Action ________ Split 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 2 3 4 5 6 7 8 Cycle =140 27 47 40 26 20 54 26 40 ________Hour _6 6 7 7 9 14 14 Seq =9 _✓______________P Min __45 10 30 30 15 45 Mode _MAX ___MAX __________L Action 99 1 11 21 1 3 13 3 Split 4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A 9 10 11 Cycle =170 26 78 37 29 18 86 29 37 ________N Hour 15 19 21 _____ Seq =9 _✓______________Min 15 _______ Mode _MAX ___MAX __________2 Action 4 5 99 _____ Split 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 2 3 4 5 6 7 8 Cycle =130 23 46 34 27 19 50 27 34 ________Hour _6 6 7 7 9 14 14 Seq =10 _✓______________P Min __45 10 30 30 15 45 Mode _MAX ___MAX __________L Action 99 1 11 21 1 3 13 3 Split 6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A 9 10 11 Cycle =110 23 40 28 19 18 45 19 28 ________N Hour 15 19 21 _____ Seq =10 _✓______________Min 15 _______ Mode _MAX ___MAX __________3 Action 4 5 99 _____ Split 7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 2 3 4 5 6 7 8 Cycle =110 21 38 33 18 18 41 18 33 ________Hour _6 6 7 7 9 13 13 Seq =6 _✓______________P Min __45 10 30 30 15 45 Mode _MAX ___MAX __________L Action 99 1 11 21 1 3 13 3 Split 8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A 9 10 11 Cycle =110 23 40 28 19 18 45 19 28 ________N Hour 15 19 21 _____ Seq =10 _✓______________Min 15 _______ Mode _MAX ___MAX __________4 Action 4 5 99 _____ Split 9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 2 3 4 5 6 7 8 Cycle =110 21 38 33 18 18 41 18 33 ________Hour _6 6 7 7 9 14 14 Seq =6 _✓______________P Min __45 10 30 30 15 45 Mode _MAX ___MAX __________L Action 99 1 11 21 1 3 13 3 Split 10 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A 9 10 11 Cycle =_________________N Hour 15 19 21 _____ Seq =_________________Min 15 _______ Mode ________________5 Action 4 5 99 _____ Split 11 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 2 3 4 5 6 7 8 Cycle =180 23 45 78 34 20 48 34 78 ________Hour _6 6 7 7 9 14 14 Seq =10 _✓______________P Min __45 10 30 30 15 45 Mode _MIN ___MIN __________L Action 99 1 11 21 1 3 13 3 Split 12 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A 9 10 11 Cycle =_________________N Hour 15 19 21 _____ Seq =_________________Min 15 _______ Mode ________________6 Action 4 5 99 _____ Split 13 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 2 3 4 5 Cycle =140 22 37 36 45 19 40 45 36 ________Hour _8 9 17 20 ___ Seq =9 _✓______________P Min __30 30 30 ___ Mode _MAX ___MAX __________L Action 99 6 16 7 99 ___ Split 14 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =_________________N Hour ________ Seq =_________________Min ________ Mode ________________7 Action ________ Split 15 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 2 3 4 5 6 7 8 Cycle =_________________Hour _6 6 7 7 9 11 12 Seq =_________________P Min __45 10 30 30 25 45 Mode ________________L Action 99 1 11 21 1 3 13 3 Split 16 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A 9 10 11 Cycle =130 26 38 33 33 18 46 33 33 ________N Hour 15 19 21 _____ Seq =10 _✓______________Min 15 _______ Mode _MAX ___MAX __________8 Action 4 5 99 _____ Sunday Monday Tuesday Wednesday Thursday Friday Saturday Coordination Splits 1-16 Day Plans 1-8 2003 Split 17 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Cycle =190 25 92 40 33 20 97 33 40 ________Hour ________ Seq =6 _✓______________P Min ________ Mode _MAX ___MAX __________L Action ________ Split 18 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =130 26 38 33 33 18 46 33 33 ________N Hour ________ Seq =10 _✓______________Min ________ Mode _MAX ___MAX __________9 Action ________ Split 19 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Cycle =190 25 92 40 33 20 97 33 40 ________Hour ________ Seq =9 _✓______________P Min ________ Mode _MAX ___MAX __________L Action ________ Split 20 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =_________________N Hour ________ Seq =_________________Min ________ Mode ________________10 Action ________ Split 21 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Cycle =180 23 46 55 56 23 46 55 56 ________Hour ________ Seq =10 _✓______________P Min ________ Mode _MAX ___MAX __________L Action ________ Split 22 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =_________________N Hour ________ Seq =_________________Min ________ Mode ________________11 Action ________ Split 23 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Cycle =_________________Hour ________ Seq =_________________P Min ________ Mode ________________L Action ________ Split 24 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =_________________N Hour ________ Seq =_________________Min ________ Mode ________________12 Action ________ Split 25 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Cycle =_________________Hour ________ Seq =_________________P Min ________ Mode ________________L Action ________ Split 26 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =_________________N Hour ________ Seq =_________________Min ________ Mode ________________13 Action ________ Split 27 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Cycle =_________________Hour ________ Seq =_________________P Min ________ Mode ________________L Action ________ Split 28 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =_________________N Hour ________ Seq =_________________Min ________ Mode ________________14 Action ________ Split 29 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Cycle =_________________Hour ________ Seq =_________________P Min ________ Mode ________________L Action ________ Split 30 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =_________________N Hour ________ Seq =_________________Min ________ Mode ________________15 Action ________ Split 31 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Cycle =_________________Hour ________ Seq =_________________P Min ________ Mode ________________L Action ________ Split 32 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =_________________N Hour ________ Seq =_________________Min ________ Mode ________________16 Action ________ Coordination Splits 17-32 Day Plans 9-16 2004 Cycle Offset Split Seq Coord Time Opt Det CIR Short Long No S No S Yield Max 2 Float R-Hld Y-Inh Off-1 Off-2 Off-3 Off-4 Off-5 Off-6 Off-7 Off-8 Pattern - 1 180 1 1 10 2 _1 __12 22 __10 ___✓________ Pattern - 2 __________________________ Pattern - 3 140 13 3 9 2 _1 __12 22 1 ____✓✓________ Pattern - 4 170 77 4 9 2 _2 __12 22 ____✓✓✓________ Pattern - 5 130 22 5 10 2 _1 __12 22 _____✓✓________ Pattern - 6 110 64 6 10 2 _1 __12 22 _____✓✓________ Pattern - 7 110 58 7 6 2 _1 __12 22 _____✓✓________ Pattern - 8 110 64 8 10 2 _1 __12 22 _____✓✓________ Pattern - 9 110 58 9 6 2 _1 __12 22 _____✓✓________ Pattern - 10 __________________________ Pattern - 11 180 1 11 10 2 _1 __12 22 __10 ___✓________ Pattern - 12 __________________________ Pattern - 13 140 10 13 9 2 1 2 __12 22 ____✓✓✓________ Pattern - 14 __________________________ Pattern - 15 __________________________ Pattern - 16 130 8 16 10 2 _2 __12 22 ____✓✓✓________ Pattern - 17 190 141 17 6 2 _1 __12 22 _____✓✓________ Pattern - 18 130 8 18 10 2 _2 __12 22 ____✓✓✓________ Pattern - 19 190 93 19 9 2 _1 __12 22 _____✓✓________ Pattern - 20 __________________________ Pattern - 21 180 1 21 10 2 _1 __12 22 _____✓✓________ Pattern - 22 __________________________ Pattern - 23 __________________________ Pattern - 24 __________________________ Pattern - 25 __________________________ Pattern - 26 __________________________ Pattern - 27 __________________________ Pattern - 28 __________________________ Pattern - 29 __________________________ Pattern - 30 __________________________ Pattern - 31 __________________________ Pattern - 32 __________________________ Cycle Offset Split Seq Coord Time Opt Det CIR Short Long No S No S Yield Max 2 Float R-Hld Y-Inh Off-1 Off-2 Off-3 Off-4 Off-5 Off-6 Off-7 Off-8 Pattern - 33 __________________________ Pattern - 34 __________________________ Pattern - 35 __________________________ Pattern - 36 __________________________ Pattern - 37 __________________________ Pattern - 38 __________________________ Pattern - 39 __________________________ Pattern - 40 __________________________ Pattern - 41 __________________________ Pattern - 42 __________________________ Pattern - 43 __________________________ Pattern - 44 __________________________ Pattern - 45 __________________________ Pattern - 46 __________________________ Pattern - 47 __________________________ Pattern - 48 __________________________ BIU-1 Call Swt Dly Lck Src Call Swt Dly Lck Src Call Swt Dly Lck Src Call Swt Dly Lck Src Detector 1 1 ___________________ Detector 2 2 ___________________ Detector 3 2 ___________________ Detector 4 4 ___________________ Detector 5 4 ___________________ Detector 6 5 ___________________ Detector 7 6 ___________________ Detector 8 6 ___________________ Detector 9 6 ___________________ Detector 10 6 ___________________ Detector 11 8 ___________________ Detector 12 8 ___________________ Detector 13 8 ___________________ Detector 14 ____________________ Detector 15 ____________________ Detector 16 ____________________ BIU-4 49 50 51 52 47 48 37 38 39 40 41 42 60 61 62 63 64 58 5943 44 54 55 56 57 53 33 34 35 36 23 24 25 26 27 29 30 31 32 BIU-2 BIU-3 28 17 18 19 20 21 22 45 46 2005 Enbl Grn Dwl Pre Run 1 __________________________ Pre Run 2 __________________________ Pre Run 3 ON ________3 8 ___________1 5 __ Pre Run 4 ON ________4 7 ___________1 5 __ Pre Run 5 ON ________2 5 ___________2 6 __ Pre Run 6 ON ________1 6 ___________2 6 __ P6 P6 P6 P6 P8 P4 W E 6 6 5 4 1 2 2 2R 8 P2 P2 P2 P2 P8 P4 1 2 3 4 6 5 8 7 P6 P6 6 1 P6 P6 P4 P8 5 6 4 1 2 2R 8 5 P2 P2 P4 P8 2 P2 P2 1 2 4 3 5 6 7 8 P6 P6 P6 P6 P4 P8 6 6 5 4 1 2 2 2R 8 P2 P2 P2 P2 P4 P8 1 2 4 3 6 5 7 8 S.R. 434 Seq 9 Ring 1 Ring 2 S.R 434 Tuskawilla Rd Seq 10 Ring 1 Ring 2 N S.R 434 Tuskawilla Rd S Cabinet Seq 6 Ring 1 Ring 2 Tuskawilla Rd Main street LT's changed to protected Jan 2018 per FDOT. Alt Time Plan 1 to allow higher extend times to phase 4 for PM school 2R hardwired to Phase 8.rush time. Intersection set as concurent sides. But operates as Q-Seq due to Intersection re-timed February 2020. set up of controller (phases enabled and conflicting phases).Patterns 11,13 & 21 are used for High School rush. Pattern 17 and 19 used for SR 417 diversion Route. Intersection Notes T.O.D Notes Track Overlap Dwell Phase Dwell Overlap Exit PhaseTrack Phase 2006 Name Direction WL ET _ST EL WT SL NT ________ Channel 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Phase/OL 1 2 3 4 5 6 7 8 9 10 11 12 2 4 6 8 Type VEH VEH VEH VEH VEH VEH VEH VEH OLP OLP OLP OLP PED PED PED PED Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ________ Min Green 6 15 _8 6 15 6 8 ________________ Passage 3 5 _3 3 5 3 3 ________________ Max 1 30 120 _25 30 110 20 20 ________________ Max 2 30 70 _20 30 70 20 20 ________________ Yellow Clr 4.8 4.8 _3.4 4.8 4.8 3.4 3.4 ________________ Red Clr 2.3 2 _3.8 2.1 2 2.9 3.8 ________________ Walk _7 _7 _7 _7 ________________ Ped Clear _19 _32 _19 _31 ________________ Red Revert 3 3 _3 3 3 3 3 ________ Added Init ________________________ Max Initial ________________________ Max 3 Limit ________________________ Max 3 Step ________________________ Time B-4 ________________________ Cars B-4 ________________________ Time to ________________________ Reduce By ________________________ Min Gap ________________________ Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Phase 1 2 _4 5 6 7 8 Enable ✓✓_✓✓✓✓✓________Max 2 ________ Min Recall _✓___✓__________Max Inhibit ✓✓_✓✓✓✓✓ Max Recall ________________Cnf Phase ________ Ped Recall ________________ Soft Recall ________________Phase 1 2 _4 5 6 7 8 Lock Call ✓✓__✓✓__________Max 2 ________ Flash Ent ___✓___✓________Max Inhibit _✓___✓__ Flash Exit _✓___✓__________________ Dual Entry _✓_✓_✓✓_________ Sim Gap _✓___✓__________Phase ________ Cond Serv ________________Max2 ________ Reservice ________________Max Inhibit ________ Cnf Phase ________________________ FYA Grn Yel Red Overlap - A ____________________ Overlap - B ____________________ Overlap - C ____________________ Overlap - D ____________________ Overlap - E ____________________ Overlap - F ____________________ Overlap - G ____________________ Overlap - H ____________________ Overlap - I ____________________ Overlap - J ____________________ Overlap - K ____________________ Overlap - L ____________________ Overlap - M ____________________ Overlap - N ____________________ Overlap - O ____________________ Overlap - P ____________________ Seminole County Traffic Engineering Timing Sheet Intersection: SR 434 @ (35) Bear Springs Dr Syn Green _ Free Action 254SR 434 Bear Spgs SR 434 Bear Spgs Date February 7, 2023 Done By Comm ID 1360 P2P Pattern Ped Clr Phase Mode STD8 Free Seq 1 Red Clr Walk Alt Phase Times 2 Phase Times Alt Phase Times 1 Phase Min Green Passage Max 1 SCTE\JVidal Max 2 Yel Clr _InSync _ Node #12076 Included Phase Phase Min Green Ped Clr Phase Options Alt Phase Opt 1 Passage Max 1 Max 2 Yel Clr Red Clr Modifier Phase Walk Alt Phase Opt 2 Cnf Phase Alt Phase Opt 3 Cnf Phase _ _ _ _ _ _ _ Type _ _ _ _ _ _ _ _ _ 2007 Split 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 2 3 4 5 Cycle =180 17 123 _40 16 124 19 21 ________Hour _9 10 18 19 ___ Seq =1 _✓______________P Min _30 30 30 30 ___ Mode _MAX ___MAX __________L Action 254 8 18 9 254 ___ Split 2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =_________________N Hour ________ Seq =_________________Min ________ Mode ________________1 Action ________ Split 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 2 3 4 5 6 Cycle =140 18 85 _37 19 84 18 19 ________Hour _6 9 15 19 21 __ Seq =1 _✓______________P Min __30 15 ____ Mode _MAX ___MAX __________L Action 254 1 3 4 5 254 __ Split 4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =170 19 116 _35 24 111 16 19 ________N Hour ________ Seq =1 _✓______________Min ________ Mode _MAX ___MAX __________2 Action ________ Split 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 2 3 4 5 6 Cycle =130 19 72 _39 18 73 16 23 ________Hour _6 9 15 19 21 __ Seq =1 _✓______________P Min __30 15 ____ Mode _MAX ___MAX __________L Action 254 1 3 4 5 254 __ Split 6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =110 17 58 _35 16 59 16 19 ________N Hour ________ Seq =1 _✓______________Min ________ Mode _MAX ___MAX __________3 Action ________ Split 7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 2 3 4 5 6 Cycle =110 17 58 _35 16 59 16 19 ________Hour _6 9 15 19 21 __ Seq =1 _✓______________P Min __30 15 ____ Mode _MAX ___MAX __________L Action 254 1 3 4 5 254 __ Split 8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =110 17 58 _35 16 59 16 19 ________N Hour ________ Seq =1 _✓______________Min ________ Mode _MAX ___MAX __________4 Action ________ Split 9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 2 3 4 5 6 Cycle =110 17 58 _35 16 59 16 19 ________Hour _6 9 15 19 21 __ Seq =1 _✓______________P Min __30 15 ____ Mode _MAX ___MAX __________L Action 254 1 3 4 5 254 __ Split 10 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =_________________N Hour ________ Seq =_________________Min ________ Mode ________________5 Action ________ Split 11 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 2 3 4 5 6 Cycle =_________________Hour _6 9 15 19 21 __ Seq =_________________P Min __30 15 ____ Mode ________________L Action 254 1 3 4 5 254 __ Split 12 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =_________________N Hour ________ Seq =_________________Min ________ Mode ________________6 Action ________ Split 13 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 2 3 4 5 Cycle =_________________Hour _8 9 17 20 ___ Seq =_________________P Min __30 30 30 ___ Mode ________________L Action 254 6 16 7 254 ___ Split 14 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =_________________N Hour ________ Seq =_________________Min ________ Mode ________________7 Action ________ Split 15 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Cycle =_________________Hour ________ Seq =_________________P Min ________ Mode ________________L Action ________ Split 16 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =130 17 76 _37 16 77 18 19 ________N Hour ________ Seq =1 _✓______________Min ________ Mode _MAX ___MAX __________8 Action ________ Coordination Splits 1-16 Day Plans 1-8 Sunday Monday Tuesday Wednesday Thursday Friday Saturday 2008 Split 17 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Cycle =190 20 131 _39 26 125 20 19 ________Hour ________ Seq =1 _✓______________P Min ________ Mode _MAX ___MAX __________L Action ________ Split 18 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =130 17 76 _37 16 77 18 19 ________N Hour ________ Seq =1 _✓______________Min ________ Mode _MAX ___MAX __________9 Action ________ Split 19 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Cycle =190 20 131 _39 26 125 20 19 ________Hour ________ Seq =1 _✓______________P Min ________ Mode _MAX ___MAX __________L Action ________ Split 20 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =_________________N Hour ________ Seq =_________________Min ________ Mode ________________10 Action ________ Split 21 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Cycle =_________________Hour ________ Seq =_________________P Min ________ Mode ________________L Action ________ Split 22 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =_________________N Hour ________ Seq =_________________Min ________ Mode ________________11 Action ________ Split 23 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Cycle =_________________Hour ________ Seq =_________________P Min ________ Mode ________________L Action ________ Split 24 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =_________________N Hour ________ Seq =_________________Min ________ Mode ________________12 Action ________ Split 25 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Cycle =_________________Hour ________ Seq =_________________P Min ________ Mode ________________L Action ________ Split 26 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =_________________N Hour ________ Seq =_________________Min ________ Mode ________________13 Action ________ Split 27 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Cycle =_________________Hour ________ Seq =_________________P Min ________ Mode ________________L Action ________ Split 28 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =_________________N Hour ________ Seq =_________________Min ________ Mode ________________14 Action ________ Split 29 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Cycle =_________________Hour ________ Seq =_________________P Min ________ Mode ________________L Action ________ Split 30 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =_________________N Hour ________ Seq =_________________Min ________ Mode ________________15 Action ________ Split 31 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Cycle =_________________Hour ________ Seq =_________________P Min ________ Mode ________________L Action ________ Split 32 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =_________________N Hour ________ Seq =_________________Min ________ Mode ________________16 Action ________ Coordination Splits 17-32 Day Plans 9-16 2009 Cycle Offset Split Seq Coord Time Opt Det CIR Short Long No S No S Yield Max 2 Float R-Hld Y-Inh Off-1 Off-2 Off-3 Off-4 Off-5 Off-6 Off-7 Off-8 Pattern - 1 180 20 1 1 2 _1 __12 22 _____✓✓________ Pattern - 2 __________________________ Pattern - 3 140 29 3 1 2 _2 __12 22 ____✓✓✓________ Pattern - 4 170 79 4 1 2 _1 __12 22 _____✓✓________ Pattern - 5 130 11 5 1 2 _1 __12 22 _____✓✓________ Pattern - 6 110 58 6 1 2 _1 __12 22 _____✓✓________ Pattern - 7 110 52 7 1 2 _1 __12 22 _____✓✓________ Pattern - 8 110 58 8 1 2 _1 __12 22 _____✓✓________ Pattern - 9 110 52 9 1 2 _1 __12 22 _____✓✓________ Pattern - 10 __________________________ Pattern - 11 __________________________ Pattern - 12 __________________________ Pattern - 13 __________________________ Pattern - 14 __________________________ Pattern - 15 __________________________ Pattern - 16 130 19 16 1 2 _1 __12 22 _____✓✓________ Pattern - 17 190 155 17 1 2 _1 __12 22 _____✓✓________ Pattern - 18 130 19 18 1 2 _1 __12 22 _____✓✓________ Pattern - 19 190 138 19 1 2 _1 __12 22 _____✓✓________ Pattern - 20 __________________________ Pattern - 21 __________________________ Pattern - 22 __________________________ Pattern - 23 __________________________ Pattern - 24 __________________________ Pattern - 25 __________________________ Pattern - 26 __________________________ Pattern - 27 __________________________ Pattern - 28 __________________________ Pattern - 29 __________________________ Pattern - 30 __________________________ Pattern - 31 __________________________ Pattern - 32 __________________________ Cycle Offset Split Seq Coord Time Opt Det CIR Short Long No S No S Yield Max 2 Float R-Hld Y-Inh Off-1 Off-2 Off-3 Off-4 Off-5 Off-6 Off-7 Off-8 Pattern - 33 __________________________ Pattern - 34 __________________________ Pattern - 35 __________________________ Pattern - 36 __________________________ Pattern - 37 __________________________ Pattern - 38 __________________________ Pattern - 39 __________________________ Pattern - 40 __________________________ Pattern - 41 __________________________ Pattern - 42 __________________________ Pattern - 43 __________________________ Pattern - 44 __________________________ Pattern - 45 __________________________ Pattern - 46 __________________________ Pattern - 47 __________________________ Pattern - 48 __________________________ BIU-1 Call Swt Dly Lck Src Call Swt Dly Lck Src Call Swt Dly Lck Src Call Swt Dly Lck Src Detector 1 1 6 __________________ Detector 2 2 ___________________ Detector 3 2 ___________________ Detector 4 2 ___________________ Detector 5 2 ___________________ Detector 6 8 ___________________ Detector 7 4 _8 _________________ Detector 8 5 2 __________________ Detector 9 6 ___________________ Detector 10 6 ___________________ Detector 11 6 ___________________ Detector 12 6 ___________________ Detector 13 7 ___________________ Detector 14 8 _8 _________________ Detector 15 ____________________ Detector 16 ____________________ 29 30 31 32 BIU-2 BIU-3 28 17 18 19 20 21 22 45 46 33 34 35 36 23 24 25 26 27 47 48 37 38 39 40 41 42 60 61 62 63 64 58 5943 44 54 55 56 57 BIU-4 49 50 51 52 53 2010 Enbl Grn Dwl Pre Run 1 __________________________ Pre Run 2 __________________________ Pre Run 3 ON ________8 ____________4 8 __ Pre Run 4 ON ________4 7 ___________4 8 __ Pre Run 5 ON ________2 5 ___________2 6 __ Pre Run 6 ON ________1 6 ___________2 6 __ P6 P6 P4 6 4 7 1 P6 P6 5 6 P4 W E P4 P8 1 2 4 5 P2 P2 8 2 P4 P8 P2 P2 1 2 3 4 5 6 7 8 Bear Springs Dr. N SR 434 S Cabinet Mc Lead's Way Seq 1 Ring 1 Ring 2 Intersection Notes T.O.D Notes Track Overlap Dwell Phase Dwell Overlap Exit PhaseTrack Phase Phases 1 & 5 are 5_sec and use Det switching.Patterns 17 and 19 are used for SR 417 Diversion Routes. Phase 7 extended with sourcing if no call on 8. Intersection set up with concurent sides.Intersection re-timed Feb 2020. 2011 Name Direction WL ET _ST EL WT _NT ________ Channel 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Phase/OL 1 2 3 4 5 6 7 8 9 10 11 12 2 4 6 8 Type VEH VEH VEH VEH VEH VEH VEH VEH OLP OLP OLP OLP PED PED PED PED Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ___4 5 ___ Min Green 6 15 _8 6 15 _8 ___________8 6 ___ Passage 4 5 _5 5 5 _4 ___________10 7 ___ Max 1 20 120 _35 45 85 _35 ___________80 50 ___ Max 2 20 70 _35 20 70 _20 ___________80 50 ___ Yellow Clr 4.8 4.8 _3.4 4.8 4.8 _3.4 ___________3.4 4.8 ___ Red Clr 2.8 2.8 _2.9 2.8 2.8 _2.9 ___________2.9 2.8 ___ Walk _7 _7 _7 _7 ___________7 ____ Ped Clear _28 _31 _26 _32 ___________31 ____ Red Revert 3 3 _3 3 3 _3 ________ Added Init ________________________ Max Initial ________________________ Max 3 Limit ________________________ Max 3 Step ________________________ Time B-4 ________________________ Cars B-4 ________________________ Time to ________________________ Reduce By ________________________ Min Gap ________________________ Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Phase 1 2 _4 5 6 _8 Enable ✓✓_✓✓✓_✓________Max 2 ________ Min Recall _✓___✓__________Max Inhibit ✓✓_✓✓✓_✓ Max Recall ________________Cnf Phase ________ Ped Recall ________________ Soft Recall ________________Phase 1 2 _4 5 6 _8 Lock Call ✓✓_✓✓✓_✓________Max 2 ________ Flash Ent ___✓___✓________Max Inhibit _✓___✓__ Flash Exit _✓___✓__________________ Dual Entry _✓_✓_✓_✓________ Sim Gap _✓___✓__________Phase ________ Cond Serv ________________Max2 ________ Reservice ________________Max Inhibit ________ Cnf Phase ________________________ FYA Grn Yel Red Overlap - A ____________________ Overlap - B ____________________ Overlap - C ____________________ Overlap - D ____________________ Overlap - E ____________________ Overlap - F ____________________ Overlap - G ____________________ Overlap - H ____________________ Overlap - I ____________________ Overlap - J ____________________ Overlap - K ____________________ Overlap - L ____________________ Overlap - M ____________________ Overlap - N ____________________ Overlap - O ____________________ Overlap - P ____________________ Seminole County Traffic Engineering Timing Sheet Intersection: SR 434 @ (34) Central Winds Syn Green _ Free Action 254SR 434 Cntrl Wnds SR 434 Cntrl Wnds Date February 6, 2023 Done By Comm ID 1355 P2P Pattern Ped Clr Phase Mode STD8 Free Seq 1 Red Clr Walk Alt Phase Times 2 Phase Times Alt Phase Times 1 Phase Min Green Passage Max 1 SCTE\JVidal Max 2 Yel Clr _InSync _ Node #10641 Included Phase Phase Min Green Ped Clr Phase Options Alt Phase Opt 1 Passage Max 1 Max 2 Yel Clr Red Clr Modifier Phase Walk Alt Phase Opt 2 Cnf Phase Alt Phase Opt 3 Cnf Phase _ _ _ _ _ _ _ Type _ _ _ _ _ _ _ _ _ 2012 Split 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 2 3 4 5 Cycle =180 21 109 _50 42 88 _50 ________Hour _9 10 18 19 ___ Seq =3 _____✓__________P Min _30 30 30 30 ___ Mode _MAX ___MAX __________L Action 254 8 18 9 254 ___ Split 2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =_________________N Hour ________ Seq =_________________Min ________ Mode ________________1 Action ________ Split 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 2 3 4 5 6 7 8 Cycle =140 17 96 _27 31 82 _27 ________Hour _6 6 7 7 8 8 9 Seq =1 _✓______________P Min __30 15 45 _20 _ Mode _MAX ___MAX __________L Action 254 1 11 21 1 11 21 1 Split 4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A 9 10 11 12 13 14 15 16 Cycle =170 25 119 _26 40 104 _26 ________N Hour 9 14 14 15 15 16 19 21 Seq =2 _✓______________Min 30 20 45 _15 ___ Mode _MAX ___MAX __________2 Action 3 13 3 13 14 4 5 254 Split 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 2 3 4 5 6 7 8 Cycle =130 17 68 _45 20 65 _45 ________Hour _6 6 7 7 8 8 9 Seq =2 _✓______________P Min __30 15 45 _20 _ Mode _MAX ___MAX __________L Action 254 1 11 21 1 11 21 1 Split 6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A 9 10 11 12 13 14 15 16 Cycle =110 19 45 _46 21 43 _46 ________N Hour 9 14 14 15 15 16 19 21 Seq =2 _✓______________Min 30 20 45 _15 ___ Mode _MAX ___MAX __________3 Action 3 13 3 13 14 4 5 254 Split 7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 2 3 4 5 6 7 8 Cycle =110 20 44 _46 19 45 _46 ________Hour _6 6 7 7 8 8 9 Seq =2 _✓______________P Min __30 15 45 _20 _ Mode _MAX ___MAX __________L Action 254 1 11 21 1 11 21 1 Split 8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A 9 10 11 12 13 14 15 16 Cycle =110 19 45 _46 21 43 _46 ________N Hour 9 13 13 14 14 15 19 21 Seq =2 _✓______________Min 30 15 45 _45 15 __ Mode _MAX ___MAX __________4 Action 3 13 3 13 3 4 5 254 Split 9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 2 3 4 5 6 7 8 Cycle =110 20 44 _46 19 45 _46 ________Hour _6 6 7 7 8 8 9 Seq =2 _✓______________P Min __30 15 45 _20 _ Mode _MAX ___MAX __________L Action 254 1 11 21 1 11 21 1 Split 10 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A 9 10 11 12 13 14 15 16 Cycle =_________________N Hour 9 14 14 15 15 16 19 21 Seq =_________________Min 30 20 45 _15 ___ Mode ________________5 Action 3 13 3 13 14 4 5 254 Split 11 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 2 3 4 5 6 7 8 Cycle =180 18 128 _34 74 72 _34 ________Hour _6 6 7 7 8 8 9 Seq =3 _____✓__________P Min __30 15 45 _20 _ Mode _MAX ___MAX __________L Action 254 1 11 21 1 11 21 1 Split 12 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A 9 10 11 12 13 14 15 16 Cycle =_________________N Hour 9 14 14 15 15 16 19 21 Seq =_________________Min 30 20 45 _15 ___ Mode ________________6 Action 3 13 3 13 14 4 5 254 Split 13 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 2 3 4 5 Cycle =140 25 55 _60 30 50 _60 ________Hour _8 9 17 20 ___ Seq =1 _✓______________P Min __30 30 30 ___ Mode _MAX ___MAX __________L Action 254 6 16 7 254 ___ Split 14 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =170 25 85 _60 40 70 _60 ________N Hour ________ Seq =2 _✓______________Min ________ Mode _MAX ___MAX __________7 Action ________ Split 15 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 2 3 4 5 6 7 8 Cycle =_________________Hour _6 6 7 7 8 8 9 Seq =_________________P Min __30 15 45 _20 _ Mode ________________L Action 254 1 11 21 1 11 21 1 Split 16 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A 9 10 11 12 13 14 15 16 Cycle =130 17 67 _46 19 65 _46 ________N Hour 9 11 12 15 15 16 19 21 Seq =3 _____✓__________Min 30 _45 _15 ___ Mode _MAX ___MAX __________8 Action 3 13 3 13 14 4 5 254 Coordination Splits 1-16 Day Plans 1-8 Sunday Monday Tuesday Wednesday Thursday Friday Saturday 2013 Split 17 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Cycle =190 21 139 _30 29 131 _30 ________Hour ________ Seq =3 _____✓__________P Min ________ Mode _MAX ___MAX __________L Action ________ Split 18 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =130 17 67 _46 19 65 _46 ________N Hour ________ Seq =3 _____✓__________Min ________ Mode _MAX ___MAX __________9 Action ________ Split 19 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Cycle =190 21 139 _30 29 131 _30 ________Hour ________ Seq =3 _____✓__________P Min ________ Mode _MAX ___MAX __________L Action ________ Split 20 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =_________________N Hour ________ Seq =_________________Min ________ Mode ________________10 Action ________ Split 21 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Cycle =180 18 97 _65 39 76 _65 ________Hour ________ Seq =3 _____✓__________P Min ________ Mode _MAX ___MAX __________L Action ________ Split 22 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =_________________N Hour ________ Seq =_________________Min ________ Mode ________________11 Action ________ Split 23 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Cycle =_________________Hour ________ Seq =_________________P Min ________ Mode ________________L Action ________ Split 24 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =_________________N Hour ________ Seq =_________________Min ________ Mode ________________12 Action ________ Split 25 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Cycle =_________________Hour ________ Seq =_________________P Min ________ Mode ________________L Action ________ Split 26 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =_________________N Hour ________ Seq =_________________Min ________ Mode ________________13 Action ________ Split 27 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Cycle =_________________Hour ________ Seq =_________________P Min ________ Mode ________________L Action ________ Split 28 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =_________________N Hour ________ Seq =_________________Min ________ Mode ________________14 Action ________ Split 29 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Cycle =_________________Hour ________ Seq =_________________P Min ________ Mode ________________L Action ________ Split 30 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =_________________N Hour ________ Seq =_________________Min ________ Mode ________________15 Action ________ Split 31 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Cycle =_________________Hour ________ Seq =_________________P Min ________ Mode ________________L Action ________ Split 32 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A Cycle =_________________N Hour ________ Seq =_________________Min ________ Mode ________________16 Action ________ Coordination Splits 17-32 Day Plans 9-16 2014 Cycle Offset Split Seq Coord Time Opt Det CIR Short Long No S No S Yield Max 2 Float R-Hld Y-Inh Off-1 Off-2 Off-3 Off-4 Off-5 Off-6 Off-7 Off-8 Pattern - 1 180 35 1 3 6 _1 __12 22 _____✓✓________ Pattern - 2 __________________________ Pattern - 3 140 77 3 1 2 _1 __12 22 _____✓✓________ Pattern - 4 170 37 4 2 2 _1 __12 22 _____✓✓________ Pattern - 5 130 90 5 2 2 _1 __12 22 _____✓✓________ Pattern - 6 110 13 6 2 2 _2 __12 22 ____✓✓✓________ Pattern - 7 110 1 7 2 2 _2 __12 22 ____✓✓✓________ Pattern - 8 110 13 8 2 2 _2 __12 22 ____✓✓✓________ Pattern - 9 110 1 9 2 2 _2 __12 22 ____✓✓✓________ Pattern - 10 __________________________ Pattern - 11 180 35 11 3 6 1 1 __12 22 _____✓✓________ Pattern - 12 __________________________ Pattern - 13 140 77 13 1 2 1 1 __12 22 _____✓✓________ Pattern - 14 170 37 14 2 2 1 1 __12 22 _____✓✓________ Pattern - 15 __________________________ Pattern - 16 130 17 16 3 6 _2 __12 22 ____✓✓✓________ Pattern - 17 190 146 17 3 6 _1 __12 22 _____✓✓________ Pattern - 18 130 17 18 3 6 _2 __12 22 ____✓✓✓________ Pattern - 19 190 138 19 3 6 _1 __12 22 _____✓✓________ Pattern - 20 __________________________ Pattern - 21 180 35 21 3 6 1 1 __12 22 _____✓✓________ Pattern - 22 __________________________ Pattern - 23 __________________________ Pattern - 24 __________________________ Pattern - 25 __________________________ Pattern - 26 __________________________ Pattern - 27 __________________________ Pattern - 28 __________________________ Pattern - 29 __________________________ Pattern - 30 __________________________ Pattern - 31 __________________________ Pattern - 32 __________________________ Cycle Offset Split Seq Coord Time Opt Det CIR Short Long No S No S Yield Max 2 Float R-Hld Y-Inh Off-1 Off-2 Off-3 Off-4 Off-5 Off-6 Off-7 Off-8 Pattern - 33 __________________________ Pattern - 34 __________________________ Pattern - 35 __________________________ Pattern - 36 __________________________ Pattern - 37 __________________________ Pattern - 38 __________________________ Pattern - 39 __________________________ Pattern - 40 __________________________ Pattern - 41 __________________________ Pattern - 42 __________________________ Pattern - 43 __________________________ Pattern - 44 __________________________ Pattern - 45 __________________________ Pattern - 46 __________________________ Pattern - 47 __________________________ Pattern - 48 __________________________ BIU-1 Call Swt Dly Lck Src Call Swt Dly Lck Src Call Swt Dly Lck Src Call Swt Dly Lck Src Detector 1 1 ___________________ Detector 2 2 ___________________ Detector 3 2 ___________________ Detector 4 2 ___________________ Detector 5 2 ___________________ Detector 6 8 ___________________ Detector 7 4 _10 _________________ Detector 8 5 ___________________ Detector 9 5 ___________________ Detector 10 6 ___________________ Detector 11 6 ___________________ Detector 12 6 ___________________ Detector 13 6 ___________________ Detector 14 4 ___________________ Detector 15 8 _10 _________________ Detector 16 ____________________ 29 30 31 32 BIU-2 BIU-3 28 17 18 19 20 21 22 45 46 33 34 35 36 23 24 25 26 27 47 48 37 38 39 40 41 42 60 61 62 63 64 58 5943 44 54 55 56 57 BIU-4 49 50 51 52 53 2015 Enbl Grn Dwl Pre Run 1 __________________________ Pre Run 2 __________________________ Pre Run 3 ON ________8 ____________4 8 __ Pre Run 4 ON ________4 ____________4 8 __ Pre Run 5 ON ________2 5 ___________2 6 __ Pre Run 6 ON ________1 6 ___________2 6 __ P6 P6 6 1 P6 P6 P4 P8 5 6 4 W E 1 2 8 5 P2 P2 P4 P8 2 P2 P2 1 2 3 4 5 6 7 8 P6 P6 P6 P6 P4 P8 6 6 5 4 1 2 2 8 P2 P2 P2 P2 P4 P8 1 2 3 4 6 5 7 8 P6 P6 P6 P6 P4 P8 5 6 6 4 2 2 1 8 P2 P2 P2 P2 P4 P8 2 1 3 4 5 6 7 8 Seq 3 Ring 1 Ring 2 SR 434 Central Winds Heritage Park Dr Seq 2 Ring 1 Ring 2 SR 434 Central Winds Heritage Park Dr Central Winds N SR 434 S Heritage Park Dr Cabinet Seq 1 Ring 1 Ring 2 Intersection Notes T.O.D Notes Track Overlap Dwell Phase Dwell Overlap Exit PhaseTrack Phase Intersection re-timed Feb 2020. traffic. Protected LT's for main street added June 2018.Pattern 17 and 19 are used for SR 417 Diversion Routes. Intersection set up with concurent sides.Patterns 11, 21, 13 & 14 used for schools rush time and use alt time table 1 with Mainstreet LT's are Protected and lock detected. 10sec passage extension for phase 4 and 7sec for phase 5 for schools' rush hour Day Plan 8 used for early dismissal from school at request of principals. 2016 APPENDIX D Existing HCS Capacity Worksheets 2017 HCS Signalized Intersection Results Summary General Information Intersection Information Agency Seminole County Duration, h 0.250 Analyst TPD/jd Analysis Date Sep 22, 2023 Area Type Other Jurisdiction Seminole County Time Period AM Peak Hour PHF 0.92 Urban Street Tuskawilla Road Analysis Year 2023 Analysis Period 1> 7:00 Intersection Tuskawilla Road & Trot…File Name 1a Tuskawilla & Trotwood Existing AM Peak.xus Project Description Existing AM Peak Hour Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 103 6 70 61 5 128 17 701 10 37 654 62 Signal Information Green Yellow Red 2.4 1.6 51.5 5.0 2.5 11.1 4.8 0.0 4.8 3.4 0.0 3.4 2.0 0.0 2.0 2.2 0.0 3.2 Cycle, s 100.0 Reference Phase 2 Offset, s 0 Reference Point End Uncoordinated No Simult. Gap E/W On Force Mode Fixed Simult. Gap N/S On Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 7 4 3 8 5 2 1 6 Case Number 1.1 4.0 1.1 4.0 1.1 4.0 1.1 4.0 Phase Duration, s 13.1 20.2 10.6 17.7 9.2 58.3 10.8 59.9 Change Period, ( Y+R c ), s 6.0 6.6 5.6 6.6 6.8 6.8 6.8 6.8 Max Allow Headway ( MAH ), s 4.3 4.6 4.3 4.6 4.1 0.0 4.1 0.0 Queue Clearance Time ( g s ), s 7.4 6.6 5.2 10.9 2.5 3.0 Green Extension Time ( g e ), s 0.0 0.6 0.0 0.3 0.0 0.0 0.0 0.0 Phase Call Probability 0.96 1.00 0.84 1.00 0.40 0.67 Max Out Probability 1.00 0.04 1.00 1.00 0.00 0.00 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 7 4 14 3 8 18 5 2 12 1 6 16 Adjusted Flow Rate ( v ), veh/h 112 83 66 145 18 387 385 40 395 383 Adjusted Saturation Flow Rate ( s ), veh/h/ln 1810 1630 1810 1594 1810 1885 1876 1767 1856 1799 Queue Service Time ( g s ), s 5.4 4.6 3.2 8.9 0.5 12.5 12.5 1.0 12.7 12.7 Cycle Queue Clearance Time ( g c ), s 5.4 4.6 3.2 8.9 0.5 12.5 12.5 1.0 12.7 12.7 Green Ratio ( g/C )0.18 0.14 0.16 0.11 0.54 0.52 0.52 0.56 0.53 0.53 Capacity ( c ), veh/h 229 222 257 178 386 971 966 413 986 956 Volume-to-Capacity Ratio ( X )0.488 0.373 0.258 0.814 0.048 0.399 0.399 0.097 0.401 0.401 Back of Queue ( Q ), ft/ln ( 95 th percentile)113.2 87.3 66.1 196.2 8.1 227.3 225 17.5 228.6 218.4 Back of Queue ( Q ), veh/ln ( 95 th percentile)4.5 3.5 2.6 7.7 0.3 9.0 9.0 0.7 8.9 8.7 Queue Storage Ratio ( RQ ) ( 95 th percentile)0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Uniform Delay ( d 1 ), s/veh 36.1 39.3 36.5 43.4 11.6 14.8 14.8 10.9 13.9 14.0 Incremental Delay ( d 2 ), s/veh 1.6 1.0 0.5 15.9 0.1 1.2 1.2 0.1 1.2 1.3 Initial Queue Delay ( d 3 ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d ), s/veh 37.7 40.4 37.1 59.3 11.7 16.0 16.0 11.0 15.2 15.2 Level of Service (LOS)D D D E B B B B B B Approach Delay, s/veh / LOS 38.8 D 52.3 D 15.9 B 15.0 B Intersection Delay, s/veh / LOS 21.6 C Multimodal Results EB WB NB SB Pedestrian LOS Score / LOS 2.30 B 2.30 B 1.90 B 1.89 B Bicycle LOS Score / LOS 0.81 A 0.84 A 1.14 A 1.16 A Copyright © 2023 University of Florida, All Rights Reserved.HCS™ Streets Version 2023 Generated: 9/22/2023 10:41:17 AM 2018 HCS Signalized Intersection Results Summary General Information Intersection Information Agency Seminole County Duration, h 0.250 Analyst TPD/jd Analysis Date Sep 22, 2023 Area Type Other Jurisdiction Seminole County Time Period PM Peak Hour PHF 0.96 Urban Street Tuskawilla Road Analysis Year 2023 Analysis Period 1> 7:00 Intersection Tuskawilla Road & Trot…File Name 1b Tuskawilla & Trotwood Existing PM Peak.xus Project Description Existing PM Peak Hour Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 56 11 55 70 7 85 80 701 10 86 879 79 Signal Information Green Yellow Red 5.5 55.3 5.2 8.2 0.0 0.0 4.8 4.8 3.4 3.4 0.0 0.0 2.0 2.0 2.2 3.2 0.0 0.0 Cycle, s 100.0 Reference Phase 2 Offset, s 0 Reference Point End Uncoordinated No Simult. Gap E/W On Force Mode Fixed Simult. Gap N/S On Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 7 4 3 8 5 2 1 6 Case Number 1.1 4.0 1.1 4.0 1.1 4.0 1.1 4.0 Phase Duration, s 10.8 14.8 10.8 14.8 12.2 62.1 12.3 62.2 Change Period, ( Y+R c ), s 6.0 6.6 5.6 6.6 6.8 6.8 6.8 6.8 Max Allow Headway ( MAH ), s 4.3 4.5 4.3 4.5 4.1 0.0 4.1 0.0 Queue Clearance Time ( g s ), s 4.9 6.0 5.6 7.8 3.9 4.1 Green Extension Time ( g e ), s 0.0 0.4 0.1 0.4 0.2 0.0 0.2 0.0 Phase Call Probability 0.80 1.00 0.87 1.00 0.90 0.92 Max Out Probability 1.00 0.02 1.00 0.05 0.00 0.00 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 7 4 14 3 8 18 5 2 12 1 6 16 Adjusted Flow Rate ( v ), veh/h 58 69 73 96 83 371 369 90 506 492 Adjusted Saturation Flow Rate ( s ), veh/h/ln 1781 1652 1810 1616 1795 1841 1831 1795 1885 1830 Queue Service Time ( g s ), s 2.9 4.0 3.6 5.8 1.9 11.3 11.3 2.1 16.4 16.4 Cycle Queue Clearance Time ( g c ), s 2.9 4.0 3.6 5.8 1.9 11.3 11.3 2.1 16.4 16.4 Green Ratio ( g/C )0.13 0.08 0.13 0.08 0.61 0.55 0.55 0.61 0.55 0.55 Capacity ( c ), veh/h 188 135 196 132 380 1019 1013 490 1045 1014 Volume-to-Capacity Ratio ( X )0.310 0.510 0.373 0.727 0.219 0.364 0.365 0.183 0.485 0.485 Back of Queue ( Q ), ft/ln ( 95 th percentile)62 79.5 76.6 118.9 31.2 206 198.9 33.2 276.2 268.4 Back of Queue ( Q ), veh/ln ( 95 th percentile)2.4 3.2 3.1 4.7 1.2 8.0 8.0 1.3 11.0 10.7 Queue Storage Ratio ( RQ ) ( 95 th percentile)0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Uniform Delay ( d 1 ), s/veh 39.3 44.0 39.3 44.8 10.0 12.5 12.5 8.8 13.6 13.6 Incremental Delay ( d 2 ), s/veh 0.9 3.0 1.2 7.4 0.3 1.0 1.0 0.2 1.6 1.7 Initial Queue Delay ( d 3 ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d ), s/veh 40.3 47.0 40.5 52.3 10.3 13.5 13.5 9.0 15.2 15.2 Level of Service (LOS)D D D D B B B A B B Approach Delay, s/veh / LOS 43.9 D 47.2 D 13.2 B 14.7 B Intersection Delay, s/veh / LOS 18.3 B Multimodal Results EB WB NB SB Pedestrian LOS Score / LOS 2.31 B 2.31 B 1.89 B 1.89 B Bicycle LOS Score / LOS 0.70 A 0.77 A 1.17 A 1.38 A Copyright © 2023 University of Florida, All Rights Reserved.HCS™ Streets Version 2023 Generated: 9/22/2023 10:41:17 AM 2019 HCS Two-Way Stop-Control Report General Information Site Information Analyst TPD/jd Intersection Tuskawilla & Michael Blake Agency/Co.Seminole County Jurisdiction Seminole County Date Performed 9/22/2023 East/West Street Michale Blake Blvd/Milky Way Analysis Year 2023 North/South Street Tuskawilla Road Time Analyzed Existing AM Peak Peak Hour Factor 0.96 Intersection Orientation North-South Analysis Time Period (hrs)0.25 Project Description Ace Hardware Winter Spring TPD # 5824 Lanes Major Street: North-South Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 10 11 12 7 8 9 1U 1 2 3 4U 4 5 6 Number of Lanes 0 1 0 1 0 1 0 0 2 0 0 1 2 0 Configuration LTR L R LT TR L T TR Volume (veh/h)0 0 1 44 14 0 753 57 8 10 695 2 Percent Heavy Vehicles (%)0 0 0 5 0 0 0 0 Proportion Time Blocked Percent Grade (%)0 0 Right Turn Channelized No Median Type | Storage Left + Thru 1 Critical and Follow-up Headways Base Critical Headway (sec)7.5 6.5 6.9 7.5 6.9 4.1 6.4 4.1 Critical Headway (sec)7.50 6.50 6.90 7.60 6.90 4.10 6.40 4.10 Base Follow-Up Headway (sec)3.5 4.0 3.3 3.5 3.3 2.2 2.5 2.2 Follow-Up Headway (sec)3.50 4.00 3.30 3.55 3.30 2.20 2.50 2.20 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)1 46 15 0 19 Capacity, c (veh/h)640 244 586 886 566 v/c Ratio 0.00 0.19 0.02 0.00 0.03 95% Queue Length, Q₉₅ (veh)0.0 0.7 0.1 0.0 0.1 Control Delay (s/veh)10.6 23.1 11.3 9.1 0.0 11.6 Level of Service (LOS)B C B A A B Approach Delay (s/veh)10.6 20.2 0.0 0.3 Approach LOS B C A A Copyright © 2023 University of Florida. All Rights Reserved. HCS™TWSC Version 2023 Generated: 9/22/2023 11:10:00 AM2a Tuskawilla & Michael Blake Existing AM Peak.xtw 2020 HCS Two-Way Stop-Control Report General Information Site Information Analyst TPD/jd Intersection Tuskawilla & Michael Blake Agency/Co.Seminole County Jurisdiction Seminole County Date Performed 9/22/2023 East/West Street Michale Blake Blvd/Milky Way Analysis Year 2023 North/South Street Tuskawilla Road Time Analyzed Existing PM Peak Peak Hour Factor 0.97 Intersection Orientation North-South Analysis Time Period (hrs)0.25 Project Description Ace Hardware Winter Spring TPD # 5824 Lanes Major Street: North-South Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 10 11 12 7 8 9 1U 1 2 3 4U 4 5 6 Number of Lanes 0 1 0 1 0 1 0 0 2 0 0 1 2 0 Configuration LTR L R LT TR L T TR Volume (veh/h)0 0 1 30 4 0 861 85 24 19 1006 0 Percent Heavy Vehicles (%)0 0 0 3 0 0 0 0 Proportion Time Blocked Percent Grade (%)0 0 Right Turn Channelized No Median Type | Storage Left + Thru 1 Critical and Follow-up Headways Base Critical Headway (sec)7.5 6.5 6.9 7.5 6.9 4.1 6.4 4.1 Critical Headway (sec)7.50 6.50 6.90 7.56 6.90 4.10 6.40 4.10 Base Follow-Up Headway (sec)3.5 4.0 3.3 3.5 3.3 2.2 2.5 2.2 Follow-Up Headway (sec)3.50 4.00 3.30 3.53 3.30 2.20 2.50 2.20 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)1 31 4 0 44 Capacity, c (veh/h)507 183 531 678 450 v/c Ratio 0.00 0.17 0.01 0.00 0.10 95% Queue Length, Q₉₅ (veh)0.0 0.6 0.0 0.0 0.3 Control Delay (s/veh)12.1 28.6 11.8 10.3 0.0 13.9 Level of Service (LOS)B D B B A B Approach Delay (s/veh)12.1 26.6 0.0 0.6 Approach LOS B D A A Copyright © 2023 University of Florida. All Rights Reserved. HCS™TWSC Version 2023 Generated: 9/22/2023 11:10:58 AM2b Tuskawilla & Michael Blake Existing PM Peak.xtw 2021 HCS Signalized Intersection Results Summary General Information Intersection Information Agency Seminole County Duration, h 0.250 Analyst TPD/jd Analysis Date Sep 22, 2023 Area Type Other Jurisdiction Seminole County Time Period AM Peak Hour PHF 0.96 Urban Street Tuskawilla Road Analysis Year 2023 Analysis Period 1> 7:00 Intersection Tuskaawilla Road & SR …File Name 3a Tuskawilla & SR 434 Existing AM Peak.xus Project Description Existing AM Peak Hour Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 39 893 400 163 1145 6 621 58 167 46 43 29 Signal Information Green Yellow Red 4.8 3.3 55.5 7.2 30.9 0.0 4.9 4.9 4.9 4.8 4.8 0.0 2.9 2.9 2.9 4.1 4.1 0.0 Cycle, s 143.0 Reference Phase 2 Offset, s 0 Reference Point End Uncoordinated No Simult. Gap E/W On Force Mode Fixed Simult. Gap N/S On Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 5 2 1 6 8 4 Case Number 2.0 3.0 2.0 4.0 10.0 12.0 Phase Duration, s 12.6 63.3 23.7 74.5 39.8 16.1 Change Period, ( Y+R c ), s 7.8 7.8 7.8 7.8 8.9 8.9 Max Allow Headway ( MAH ), s 4.0 0.0 4.0 0.0 4.1 4.0 Queue Clearance Time ( g s ), s 5.2 15.5 27.5 7.0 Green Extension Time ( g e ), s 0.1 0.0 0.4 0.0 3.4 0.3 Phase Call Probability 0.80 1.00 1.00 0.99 Max Out Probability 0.00 0.00 0.04 0.00 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 5 2 12 1 6 16 3 8 18 7 4 14 Adjusted Flow Rate ( v ), veh/h 41 930 417 170 600 599 647 234 65 58 Adjusted Saturation Flow Rate ( s ), veh/h/ln 1810 1738 1560 1767 1841 1837 1743 1650 1832 1738 Queue Service Time ( g s ), s 3.2 32.0 20.6 13.5 36.9 36.9 25.5 18.6 5.0 4.7 Cycle Queue Clearance Time ( g c ), s 3.2 32.0 20.6 13.5 36.9 36.9 25.5 18.6 5.0 4.7 Green Ratio ( g/C )0.03 0.39 0.60 0.11 0.47 0.47 0.22 0.22 0.05 0.05 Capacity ( c ), veh/h 61 1350 943 197 858 857 754 357 92 87 Volume-to-Capacity Ratio ( X )0.668 0.689 0.442 0.862 0.699 0.699 0.857 0.656 0.704 0.667 Back of Queue ( Q ), ft/ln ( 95 th percentile)74.2 514.3 302.4 274.6 607.6 588.4 429.2 312.4 114.1 101.7 Back of Queue ( Q ), veh/ln ( 95 th percentile)3.0 19.8 11.7 10.7 23.5 23.5 17.0 12.3 4.6 4.1 Queue Storage Ratio ( RQ ) ( 95 th percentile)0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Uniform Delay ( d 1 ), s/veh 68.3 36.5 15.2 62.5 30.2 30.2 53.9 51.2 66.9 66.7 Incremental Delay ( d 2 ), s/veh 11.9 2.9 1.5 10.6 4.7 4.7 5.0 2.1 9.4 8.4 Initial Queue Delay ( d 3 ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d ), s/veh 80.2 39.4 16.7 73.0 34.9 34.9 58.9 53.2 76.3 75.2 Level of Service (LOS)F D B E C C E D E E Approach Delay, s/veh / LOS 33.8 C 39.7 D 57.4 E 75.7 E Intersection Delay, s/veh / LOS 42.8 D Multimodal Results EB WB NB SB Pedestrian LOS Score / LOS 2.29 B 1.92 B 2.33 B 2.46 B Bicycle LOS Score / LOS 1.63 B 1.62 B 1.94 B 0.59 A Copyright © 2023 University of Florida, All Rights Reserved.HCS™ Streets Version 2023 Generated: 9/25/2023 8:32:07 AM 2022 HCS Signalized Intersection Results Summary General Information Intersection Information Agency Seminole County Duration, h 0.250 Analyst TPD/jd Analysis Date Sep 22, 2023 Area Type Other Jurisdiction Seminole County Time Period PM Peak Hour PHF 0.98 Urban Street Tuskawilla Road Analysis Year 2023 Analysis Period 1> 7:00 Intersection Tuskaawilla Road & SR …File Name 3b Tuskawilla & SR 434 Existing PM Peak.xus Project Description Existing PM Peak Hour Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 89 1089 692 192 1115 28 626 115 136 87 110 30 Signal Information Green Yellow Red 11.1 2.9 72.8 14.1 37.8 0.0 4.9 4.9 4.9 4.8 4.8 0.0 2.9 2.9 2.9 4.1 4.1 0.0 Cycle, s 180.0 Reference Phase 2 Offset, s 0 Reference Point End Uncoordinated No Simult. Gap E/W On Force Mode Fixed Simult. Gap N/S On Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 5 2 1 6 8 4 Case Number 2.0 3.0 2.0 4.0 10.0 12.0 Phase Duration, s 18.9 80.6 29.7 91.4 46.7 23.0 Change Period, ( Y+R c ), s 7.8 7.8 7.8 7.8 8.9 8.9 Max Allow Headway ( MAH ), s 4.0 0.0 4.0 0.0 4.0 4.0 Queue Clearance Time ( g s ), s 11.1 21.4 34.2 13.8 Green Extension Time ( g e ), s 0.2 0.0 0.5 0.0 3.6 0.3 Phase Call Probability 0.99 1.00 1.00 1.00 Max Out Probability 0.00 0.00 0.03 0.41 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 5 2 12 1 6 16 3 8 18 7 4 14 Adjusted Flow Rate ( v ), veh/h 91 1111 706 196 586 581 639 256 122 110 Adjusted Saturation Flow Rate ( s ), veh/h/ln 1781 1795 1598 1795 1856 1839 1730 1718 1833 1809 Queue Service Time ( g s ), s 9.1 48.1 55.0 19.4 44.5 44.5 32.2 24.9 11.8 10.7 Cycle Queue Clearance Time ( g c ), s 9.1 48.1 55.0 19.4 44.5 44.5 32.2 24.9 11.8 10.7 Green Ratio ( g/C )0.06 0.40 0.61 0.12 0.46 0.46 0.21 0.21 0.08 0.08 Capacity ( c ), veh/h 110 1452 982 218 861 854 726 361 144 142 Volume-to-Capacity Ratio ( X )0.824 0.765 0.719 0.898 0.680 0.680 0.880 0.710 0.846 0.776 Back of Queue ( Q ), ft/ln ( 95 th percentile)205.3 744.8 722.3 376.1 726.8 705.8 535 417.1 263.7 233.3 Back of Queue ( Q ), veh/ln ( 95 th percentile)8.1 29.6 28.7 14.9 28.4 28.2 21.1 16.6 10.5 9.3 Queue Storage Ratio ( RQ ) ( 95 th percentile)0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Uniform Delay ( d 1 ), s/veh 83.5 46.2 24.0 78.0 37.7 37.7 68.9 66.0 81.9 81.4 Incremental Delay ( d 2 ), s/veh 14.1 3.9 4.5 15.0 4.3 4.3 6.7 2.7 21.6 12.9 Initial Queue Delay ( d 3 ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d ), s/veh 97.5 50.1 28.5 93.0 42.0 42.1 75.6 68.7 103.5 94.3 Level of Service (LOS)F D C F D D E E F F Approach Delay, s/veh / LOS 44.4 D 49.4 D 73.6 E 99.1 F Intersection Delay, s/veh / LOS 54.8 D Multimodal Results EB WB NB SB Pedestrian LOS Score / LOS 2.30 B 1.93 B 2.34 B 2.47 B Bicycle LOS Score / LOS 2.06 B 1.61 B 1.96 B 0.68 A Copyright © 2023 University of Florida, All Rights Reserved.HCS™ Streets Version 2023 Generated: 9/25/2023 8:33:21 AM 2023 HCS Two-Way Stop-Control Report General Information Site Information Analyst TPD/jd Intersection SR 434 & Michael Blake Agency/Co.Seminole County Jurisdiction Seminole County Date Performed 9/22/2023 East/West Street Michale Blake Blvd Analysis Year 2023 North/South Street SR 434 Time Analyzed Existing AM Peak Peak Hour Factor 0.98 Intersection Orientation North-South Analysis Time Period (hrs)0.25 Project Description Ace Hardware Winter Spring TPD # 5824 Lanes Major Street: North-South Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 10 11 12 7 8 9 1U 1 2 3 4U 4 5 6 Number of Lanes 1 1 0 1 1 0 0 1 2 1 0 1 2 0 Configuration L TR L TR L T R L T TR Volume (veh/h)2 3 70 139 9 81 1 35 1166 74 6 74 1018 7 Percent Heavy Vehicles (%)0 0 1 0 0 1 0 3 0 1 Proportion Time Blocked Percent Grade (%)0 0 Right Turn Channelized No Median Type | Storage Left + Thru 1 Critical and Follow-up Headways Base Critical Headway (sec)7.5 6.5 6.9 7.5 6.5 6.9 6.4 4.1 6.4 4.1 Critical Headway (sec)7.50 6.50 6.92 7.50 6.50 6.92 6.40 4.16 6.40 4.12 Base Follow-Up Headway (sec)3.5 4.0 3.3 3.5 4.0 3.3 2.5 2.2 2.5 2.2 Follow-Up Headway (sec)3.50 4.00 3.31 3.50 4.00 3.31 2.50 2.23 2.50 2.21 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)2 74 142 92 37 82 Capacity, c (veh/h)95 415 104 336 630 490 v/c Ratio 0.02 0.18 1.36 0.27 0.06 0.17 95% Queue Length, Q₉₅ (veh)0.1 0.6 10.0 1.1 0.2 0.6 Control Delay (s/veh)43.5 15.6 286.7 19.7 11.1 13.8 Level of Service (LOS)E C F C B B Approach Delay (s/veh)16.3 181.8 0.3 1.0 Approach LOS C F A A Copyright © 2023 University of Florida. All Rights Reserved. HCS™TWSC Version 2023 Generated: 9/25/2023 8:39:55 AM4a SR 434 & Michael Blake Existing AM Peak.xtw 2024 HCS Two-Way Stop-Control Report General Information Site Information Analyst TPD/jd Intersection SR 434 & Michael Blake Agency/Co.Seminole County Jurisdiction Seminole County Date Performed 9/22/2023 East/West Street Michale Blake Blvd Analysis Year 2023 North/South Street SR 434 Time Analyzed Existing PM Peak Peak Hour Factor 0.98 Intersection Orientation North-South Analysis Time Period (hrs)0.25 Project Description Ace Hardware Winter Spring TPD # 5824 Lanes Major Street: North-South Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 10 11 12 7 8 9 1U 1 2 3 4U 4 5 6 Number of Lanes 1 1 0 1 1 0 0 1 2 1 0 1 2 0 Configuration L TR L TR L T R L T TR Volume (veh/h)10 10 99 73 4 53 0 44 1260 111 31 86 1220 18 Percent Heavy Vehicles (%)0 0 1 0 0 0 0 2 0 2 Proportion Time Blocked Percent Grade (%)0 0 Right Turn Channelized No Median Type | Storage Left + Thru 1 Critical and Follow-up Headways Base Critical Headway (sec)7.5 6.5 6.9 7.5 6.5 6.9 4.1 6.4 4.1 Critical Headway (sec)7.50 6.50 6.92 7.50 6.50 6.90 4.14 6.40 4.14 Base Follow-Up Headway (sec)3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.5 2.2 Follow-Up Headway (sec)3.50 4.00 3.31 3.50 4.00 3.30 2.22 2.50 2.22 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)10 111 74 58 45 119 Capacity, c (veh/h)55 219 57 286 546 346 v/c Ratio 0.18 0.51 1.30 0.20 0.08 0.35 95% Queue Length, Q₉₅ (veh)0.6 2.6 6.5 0.7 0.3 1.5 Control Delay (s/veh)84.2 37.3 338.8 20.8 12.2 20.8 Level of Service (LOS)F E F C B C Approach Delay (s/veh)41.2 199.4 0.4 1.8 Approach LOS E F A A Copyright © 2023 University of Florida. All Rights Reserved. HCS™TWSC Version 2023 Generated: 9/25/2023 8:41:01 AM4b SR 434 & Michael Blake Existing PM Peak.xtw 2025 HCS Signalized Intersection Results Summary General Information Intersection Information Agency Seminole County Duration, h 0.250 Analyst TPD/jd Analysis Date Sep 22, 2023 Area Type Other Jurisdiction Seminole County Time Period AM Peak Hour PHF 0.92 Urban Street SR 434 Analysis Year 2023 Analysis Period 1> 7:00 Intersection SR 434 & Bear Springs/…File Name 5a SR 434 & Bear Springs Existing AM Peak.xus Project Description Existing AM Peak Hour Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 27 1252 2 29 1621 86 19 1 18 72 1 43 Signal Information Green Yellow Red 4.1 0.2 105.6 8.6 0.0 0.0 4.9 0.0 4.9 4.8 0.0 0.0 2.9 0.0 2.9 4.1 0.0 0.0 Cycle, s 143.0 Reference Phase 2 Offset, s 0 Reference Point End Uncoordinated No Simult. Gap E/W On Force Mode Fixed Simult. Gap N/S On Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 5 2 1 6 8 7 4 Case Number 1.1 4.0 2.0 4.0 7.3 0.0 13.2 Phase Duration, s 11.9 113.4 12.1 113.5 17.5 0.0 17.5 Change Period, ( Y+R c ), s 7.8 7.8 7.8 7.8 8.9 4.0 8.9 Max Allow Headway ( MAH ), s 4.0 0.0 4.0 0.0 4.1 0.0 4.1 Queue Clearance Time ( g s ), s 2.6 4.5 4.0 8.2 Green Extension Time ( g e ), s 0.1 0.0 0.1 0.0 0.5 0.0 0.5 Phase Call Probability 0.69 0.71 1.00 1.00 Max Out Probability 0.00 0.00 0.00 0.00 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 5 2 12 1 6 16 3 8 18 7 4 14 Adjusted Flow Rate ( v ), veh/h 29 682 681 32 929 926 22 20 79 47 Adjusted Saturation Flow Rate ( s ), veh/h/ln 1739 1841 1840 1810 1856 1822 1462 1547 1449 1547 Queue Service Time ( g s ), s 0.6 22.0 22.0 2.5 37.4 38.5 0.0 1.7 6.0 4.2 Cycle Queue Clearance Time ( g c ), s 0.6 22.0 22.0 2.5 37.4 38.5 2.0 1.7 6.2 4.2 Green Ratio ( g/C )0.77 0.74 0.74 0.03 0.74 0.74 0.06 0.06 0.06 0.06 Capacity ( c ), veh/h 211 1359 1358 54 1372 1347 137 94 138 94 Volume-to-Capacity Ratio ( X )0.139 0.502 0.502 0.581 0.677 0.687 0.158 0.209 0.576 0.499 Back of Queue ( Q ), ft/ln ( 95 th percentile)12.8 323.5 323.4 56.9 505.4 500.1 34.4 32.6 131.7 81 Back of Queue ( Q ), veh/ln ( 95 th percentile)0.5 12.5 12.5 2.3 19.7 20.0 1.4 1.3 5.3 3.1 Queue Storage Ratio ( RQ ) ( 95 th percentile)0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Uniform Delay ( d 1 ), s/veh 10.4 7.8 7.8 68.5 9.7 9.9 64.0 63.9 66.8 65.1 Incremental Delay ( d 2 ), s/veh 0.3 1.3 1.3 9.5 2.7 2.9 0.5 1.1 3.8 4.1 Initial Queue Delay ( d 3 ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d ), s/veh 10.7 9.1 9.1 78.0 12.4 12.8 64.6 65.0 70.5 69.2 Level of Service (LOS)B A A E B B E E E E Approach Delay, s/veh / LOS 9.1 A 13.7 B 64.8 E 70.0 E Intersection Delay, s/veh / LOS 14.5 B Multimodal Results EB WB NB SB Pedestrian LOS Score / LOS 1.86 B 1.86 B 2.32 B 2.32 B Bicycle LOS Score / LOS 1.64 B 2.04 B 0.56 A 0.70 A Copyright © 2023 University of Florida, All Rights Reserved.HCS™ Streets Version 2023 Generated: 9/22/2023 11:41:04 AM 2026 HCS Signalized Intersection Results Summary General Information Intersection Information Agency Seminole County Duration, h 0.250 Analyst TPD/jd Analysis Date Sep 22, 2023 Area Type Other Jurisdiction Seminole County Time Period PM Peak Hour PHF 0.98 Urban Street SR 434 Analysis Year 2023 Analysis Period 1> 7:00 Intersection SR 434 & Bear Springs/…File Name 5b SR 434 & Bear Springs Existing PM Peak.xus Project Description Existing PM Peak Hour Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 92 1718 15 29 1529 122 11 3 21 72 1 37 Signal Information Green Yellow Red 4.1 1.7 104.5 8.2 0.0 0.0 4.9 0.0 4.9 4.8 0.0 0.0 2.9 0.0 2.9 4.1 0.0 0.0 Cycle, s 143.0 Reference Phase 2 Offset, s 0 Reference Point End Uncoordinated No Simult. Gap E/W On Force Mode Fixed Simult. Gap N/S On Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 5 2 1 6 8 7 4 Case Number 1.1 4.0 2.0 4.0 7.3 0.0 13.2 Phase Duration, s 13.7 114.0 11.9 112.3 17.1 0.0 17.1 Change Period, ( Y+R c ), s 7.8 7.8 7.8 7.8 8.9 4.0 8.9 Max Allow Headway ( MAH ), s 4.0 0.0 4.0 0.0 4.1 0.0 4.1 Queue Clearance Time ( g s ), s 3.8 4.3 3.9 7.8 Green Extension Time ( g e ), s 0.3 0.0 0.1 0.0 0.4 0.0 0.4 Phase Call Probability 0.98 0.69 1.00 1.00 Max Out Probability 0.00 0.00 0.00 0.00 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 5 2 12 1 6 16 3 8 18 7 4 14 Adjusted Flow Rate ( v ), veh/h 94 885 884 30 848 837 14 21 74 38 Adjusted Saturation Flow Rate ( s ), veh/h/ln 1767 1856 1850 1810 1856 1807 1543 1547 1447 1547 Queue Service Time ( g s ), s 1.8 33.5 33.7 2.3 32.4 33.2 0.0 1.9 5.8 3.4 Cycle Queue Clearance Time ( g c ), s 1.8 33.5 33.7 2.3 32.4 33.2 1.1 1.9 5.8 3.4 Green Ratio ( g/C )0.77 0.74 0.74 0.03 0.73 0.73 0.06 0.06 0.06 0.06 Capacity ( c ), veh/h 267 1378 1374 52 1356 1320 133 88 133 88 Volume-to-Capacity Ratio ( X )0.351 0.642 0.643 0.564 0.625 0.634 0.107 0.242 0.561 0.427 Back of Queue ( Q ), ft/ln ( 95 th percentile)39 457.8 462.7 53.3 451.3 442.5 22.5 36.1 6.1 65.1 Back of Queue ( Q ), veh/ln ( 95 th percentile)1.5 17.9 17.9 2.1 17.6 17.7 0.9 1.4 0.2 2.5 Queue Storage Ratio ( RQ ) ( 95 th percentile)0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Uniform Delay ( d 1 ), s/veh 9.7 9.1 9.1 68.5 9.6 9.7 64.1 64.5 67.0 65.2 Incremental Delay ( d 2 ), s/veh 0.8 2.3 2.3 9.1 2.2 2.3 0.4 1.4 3.7 3.2 Initial Queue Delay ( d 3 ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d ), s/veh 10.4 11.4 11.4 77.7 11.7 12.0 64.4 65.9 70.7 68.4 Level of Service (LOS)B B B E B B E E E E Approach Delay, s/veh / LOS 11.3 B 13.0 B 65.3 E 69.9 E Intersection Delay, s/veh / LOS 14.4 B Multimodal Results EB WB NB SB Pedestrian LOS Score / LOS 1.86 B 1.86 B 2.32 B 2.32 B Bicycle LOS Score / LOS 2.02 B 1.90 B 0.55 A 0.67 A Copyright © 2023 University of Florida, All Rights Reserved.HCS™ Streets Version 2023 Generated: 9/22/2023 11:41:04 AM 2027 HCS Signalized Intersection Results Summary General Information Intersection Information Agency Seminole County Duration, h 0.250 Analyst TPD/jd Analysis Date Sep 22, 2023 Area Type Other Jurisdiction Seminole County Time Period PM Peak Hour PHF 0.90 Urban Street SR 434 Analysis Year 2023 Analysis Period 1> 7:00 Intersection SR 434 & Heritage Park…File Name 6a SR 434 & Heritage Park Existing AM Peak.xus Project Description Existing AM Peak Hour Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 208 1143 45 43 1357 199 43 15 57 159 15 191 Signal Information Green Yellow Red 6.2 11.5 94.8 35.2 0.0 0.0 4.9 4.9 4.9 4.8 0.0 0.0 2.9 2.9 2.9 4.1 0.0 0.0 Cycle, s 180.0 Reference Phase 2 Offset, s 0 Reference Point End Uncoordinated No Simult. Gap E/W On Force Mode Fixed Simult. Gap N/S On Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 5 2 1 6 8 4 Case Number 2.0 4.0 2.0 4.0 6.0 6.0 Phase Duration, s 33.3 121.9 14.0 102.6 44.1 44.1 Change Period, ( Y+R c ), s 7.8 7.8 7.8 7.8 8.9 8.9 Max Allow Headway ( MAH ), s 4.0 0.0 4.0 0.0 4.2 4.2 Queue Clearance Time ( g s ), s 24.8 6.7 34.0 32.7 Green Extension Time ( g e ), s 0.6 0.0 0.1 0.0 1.2 1.4 Phase Call Probability 1.00 0.91 1.00 1.00 Max Out Probability 0.00 0.00 0.35 0.22 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 5 2 12 1 6 16 3 8 18 7 4 14 Adjusted Flow Rate ( v ), veh/h 231 664 656 48 872 857 48 80 177 229 Adjusted Saturation Flow Rate ( s ), veh/h/ln 1795 1826 1801 1810 1841 1759 1170 1598 1339 1565 Queue Service Time ( g s ), s 22.8 37.6 37.7 4.7 76.7 80.8 7.2 7.6 23.1 24.8 Cycle Queue Clearance Time ( g c ), s 22.8 37.6 37.7 4.7 76.7 80.8 32.0 7.6 30.7 24.8 Green Ratio ( g/C )0.14 0.63 0.63 0.03 0.53 0.53 0.20 0.20 0.20 0.20 Capacity ( c ), veh/h 254 1158 1142 62 970 927 108 313 246 306 Volume-to-Capacity Ratio ( X )0.910 0.573 0.574 0.772 0.900 0.924 0.442 0.256 0.719 0.748 Back of Queue ( Q ), ft/ln ( 95 th percentile)434.4 588 578.5 112.7 1206. 8 1194. 8 101.3 146.2 327.7 409.2 Back of Queue ( Q ), veh/ln ( 95 th percentile)17.2 22.6 22.4 4.5 46.8 47.8 4.1 5.6 13.1 15.7 Queue Storage Ratio ( RQ ) ( 95 th percentile)0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Uniform Delay ( d 1 ), s/veh 76.1 18.9 19.0 86.2 38.3 39.3 83.2 61.3 74.3 68.2 Incremental Delay ( d 2 ), s/veh 17.1 2.1 2.1 18.1 12.9 16.1 2.8 0.4 6.9 7.2 Initial Queue Delay ( d 3 ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d ), s/veh 93.2 21.0 21.1 104.3 51.2 55.4 86.1 61.7 81.2 75.4 Level of Service (LOS)F C C F D E F E F E Approach Delay, s/veh / LOS 31.8 C 54.7 D 70.8 E 77.9 E Intersection Delay, s/veh / LOS 48.4 D Multimodal Results EB WB NB SB Pedestrian LOS Score / LOS 1.90 B 1.92 B 2.32 B 2.32 B Bicycle LOS Score / LOS 1.77 B 1.95 B 0.70 A 1.16 A 2028 HCS Signalized Intersection Results Summary General Information Intersection Information Agency Seminole County Duration, h 0.250 Analyst TPD/jd Analysis Date Sep 22, 2023 Area Type Other Jurisdiction Seminole County Time Period PM Peak Hour PHF 0.97 Urban Street SR 434 Analysis Year 2023 Analysis Period 1> 7:00 Intersection SR 434 & Heritage Park…File Name 6b SR 434 & Heritage Park Existing PM Peak.xus Project Description Existing PM Peak Hour Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 218 1676 31 54 1337 199 23 2 58 98 6 147 Signal Information Green Yellow Red 7.1 10.0 107.1 23.5 0.0 0.0 4.9 4.9 4.9 4.8 0.0 0.0 2.9 2.9 2.9 4.1 0.0 0.0 Cycle, s 180.0 Reference Phase 2 Offset, s 0 Reference Point End Uncoordinated No Simult. Gap E/W On Force Mode Fixed Simult. Gap N/S On Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 5 2 1 6 8 4 Case Number 2.0 4.0 2.0 4.0 6.0 6.0 Phase Duration, s 32.7 132.7 14.9 114.9 32.4 32.4 Change Period, ( Y+R c ), s 7.8 7.8 7.8 7.8 8.9 8.9 Max Allow Headway ( MAH ), s 4.0 0.0 4.0 0.0 4.2 4.2 Queue Clearance Time ( g s ), s 24.2 7.5 22.3 21.2 Green Extension Time ( g e ), s 0.7 0.0 0.1 0.0 1.1 1.2 Phase Call Probability 1.00 0.94 1.00 1.00 Max Out Probability 0.00 0.00 0.00 0.00 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 5 2 12 1 6 16 3 8 18 7 4 14 Adjusted Flow Rate ( v ), veh/h 225 881 879 56 803 781 24 62 101 158 Adjusted Saturation Flow Rate ( s ), veh/h/ln 1795 1885 1873 1810 1870 1786 1248 1618 1362 1607 Queue Service Time ( g s ), s 22.2 48.4 48.8 5.5 54.9 56.7 3.4 6.2 13.0 17.0 Cycle Queue Clearance Time ( g c ), s 22.2 48.4 48.8 5.5 54.9 56.7 20.3 6.2 19.2 17.0 Green Ratio ( g/C )0.14 0.69 0.69 0.04 0.59 0.59 0.13 0.13 0.13 0.13 Capacity ( c ), veh/h 249 1307 1298 72 1112 1062 86 212 172 211 Volume-to-Capacity Ratio ( X )0.904 0.674 0.677 0.776 0.722 0.735 0.275 0.292 0.588 0.749 Back of Queue ( Q ), ft/ln ( 95 th percentile)412.8 704.2 722.3 129.3 837.1 817.2 50.3 117.5 206 295.2 Back of Queue ( Q ), veh/ln ( 95 th percentile)16.4 27.9 28.0 5.2 33.0 32.7 2.0 4.7 8.2 11.7 Queue Storage Ratio ( RQ ) ( 95 th percentile)0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Uniform Delay ( d 1 ), s/veh 76.4 15.9 16.0 85.6 25.9 26.3 85.1 70.7 79.3 75.4 Incremental Delay ( d 2 ), s/veh 11.6 2.8 2.8 16.2 4.1 4.5 1.7 0.8 3.2 5.3 Initial Queue Delay ( d 3 ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d ), s/veh 88.0 18.7 18.8 101.8 30.0 30.8 86.8 71.4 82.5 80.6 Level of Service (LOS)F B B F C C F E F F Approach Delay, s/veh / LOS 26.6 C 32.8 C 75.7 E 81.3 F Intersection Delay, s/veh / LOS 33.8 C Multimodal Results EB WB NB SB Pedestrian LOS Score / LOS 1.88 B 1.91 B 2.33 B 2.33 B Bicycle LOS Score / LOS 2.12 B 1.84 B 0.63 A 0.91 A Copyright © 2023 University of Florida, All Rights Reserved.HCS™ Streets Version 2023 Generated: 9/22/2023 11:59:57 AM 2029 APPENDIX E Projected HCS Capacity Worksheets 2030 HCS Signalized Intersection Results Summary General Information Intersection Information Agency Seminole County Duration, h 0.250 Analyst TPD/jd Analysis Date Jun 13, 2024 Area Type Other Jurisdiction Seminole County Time Period AM Peak Hour PHF 0.92 Urban Street Tuskawilla Road Analysis Year 2024 Analysis Period 1> 7:00 Intersection Tuskawilla Road & Trot…File Name 1a Tuskawilla & Trotwood Projected AM Peak.xus Project Description Projected AM Peak Hour Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 103 6 70 61 5 128 17 789 10 37 732 62 Signal Information Green Yellow Red 2.4 1.6 51.5 5.0 2.5 11.1 4.8 0.0 4.8 3.4 0.0 3.4 2.0 0.0 2.0 2.2 0.0 3.2 Cycle, s 100.0 Reference Phase 2 Offset, s 0 Reference Point End Uncoordinated No Simult. Gap E/W On Force Mode Fixed Simult. Gap N/S On Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 7 4 3 8 5 2 1 6 Case Number 1.1 4.0 1.1 4.0 1.1 4.0 1.1 4.0 Phase Duration, s 13.1 20.2 10.6 17.7 9.2 58.3 10.8 59.9 Change Period, ( Y+R c ), s 6.0 6.6 5.6 6.6 6.8 6.8 6.8 6.8 Max Allow Headway ( MAH ), s 4.3 4.6 4.3 4.6 4.1 0.0 4.1 0.0 Queue Clearance Time ( g s ), s 7.4 6.6 5.2 10.9 2.5 3.0 Green Extension Time ( g e ), s 0.0 0.6 0.0 0.3 0.0 0.0 0.0 0.0 Phase Call Probability 0.96 1.00 0.84 1.00 0.40 0.67 Max Out Probability 1.00 0.04 1.00 1.00 0.00 0.00 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 7 4 14 3 8 18 5 2 12 1 6 16 Adjusted Flow Rate ( v ), veh/h 112 83 66 145 18 435 433 40 438 426 Adjusted Saturation Flow Rate ( s ), veh/h/ln 1810 1630 1810 1594 1810 1885 1877 1767 1856 1804 Queue Service Time ( g s ), s 5.4 4.6 3.2 8.9 0.5 14.6 14.6 1.0 14.5 14.5 Cycle Queue Clearance Time ( g c ), s 5.4 4.6 3.2 8.9 0.5 14.6 14.6 1.0 14.5 14.5 Green Ratio ( g/C )0.18 0.14 0.16 0.11 0.54 0.52 0.52 0.56 0.53 0.53 Capacity ( c ), veh/h 229 222 257 178 354 971 967 377 986 959 Volume-to-Capacity Ratio ( X )0.488 0.373 0.258 0.814 0.052 0.448 0.448 0.107 0.444 0.444 Back of Queue ( Q ), ft/ln ( 95 th percentile)113.2 87.3 66.1 196.2 8.2 256.5 254 17.6 254.3 243.3 Back of Queue ( Q ), veh/ln ( 95 th percentile)4.5 3.5 2.6 7.7 0.3 10.2 10.2 0.7 9.9 9.7 Queue Storage Ratio ( RQ ) ( 95 th percentile)0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Uniform Delay ( d 1 ), s/veh 36.1 39.3 36.5 43.4 11.9 15.3 15.3 11.2 14.4 14.4 Incremental Delay ( d 2 ), s/veh 1.6 1.0 0.5 15.9 0.1 1.5 1.5 0.1 1.4 1.5 Initial Queue Delay ( d 3 ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d ), s/veh 37.7 40.4 37.1 59.3 11.9 16.8 16.8 11.4 15.8 15.9 Level of Service (LOS)D D D E B B B B B B Approach Delay, s/veh / LOS 38.8 D 52.3 D 16.7 B 15.6 B Intersection Delay, s/veh / LOS 21.6 C Multimodal Results EB WB NB SB Pedestrian LOS Score / LOS 2.30 B 2.30 B 1.90 B 1.89 B Bicycle LOS Score / LOS 0.81 A 0.84 A 1.22 A 1.23 A Copyright © 2024 University of Florida, All Rights Reserved.HCS™ Streets Version 2023 Generated: 6/14/2024 3:52:44 PM 2031 HCS Signalized Intersection Results Summary General Information Intersection Information Agency Seminole County Duration, h 0.250 Analyst TPD/jd Analysis Date Jun 13, 2024 Area Type Other Jurisdiction Seminole County Time Period PM Peak Hour PHF 0.96 Urban Street Tuskawilla Road Analysis Year 2024 Analysis Period 1> 7:00 Intersection Tuskawilla Road & Trot…File Name 1b Tuskawilla & Trotwood Projected PM Peak.xus Project Description Projected PM Peak Hour Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 56 11 55 70 7 85 80 784 10 86 964 79 Signal Information Green Yellow Red 5.5 55.3 5.2 8.2 0.0 0.0 4.8 4.8 3.4 3.4 0.0 0.0 2.0 2.0 2.2 3.2 0.0 0.0 Cycle, s 100.0 Reference Phase 2 Offset, s 0 Reference Point End Uncoordinated No Simult. Gap E/W On Force Mode Fixed Simult. Gap N/S On Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 7 4 3 8 5 2 1 6 Case Number 1.1 4.0 1.1 4.0 1.1 4.0 1.1 4.0 Phase Duration, s 10.8 14.8 10.8 14.8 12.2 62.1 12.3 62.2 Change Period, ( Y+R c ), s 6.0 6.6 5.6 6.6 6.8 6.8 6.8 6.8 Max Allow Headway ( MAH ), s 4.3 4.5 4.3 4.5 4.1 0.0 4.1 0.0 Queue Clearance Time ( g s ), s 4.9 6.0 5.6 7.8 3.9 4.1 Green Extension Time ( g e ), s 0.0 0.4 0.1 0.4 0.2 0.0 0.2 0.0 Phase Call Probability 0.80 1.00 0.87 1.00 0.90 0.92 Max Out Probability 1.00 0.02 1.00 0.05 0.00 0.00 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 7 4 14 3 8 18 5 2 12 1 6 16 Adjusted Flow Rate ( v ), veh/h 58 69 73 96 83 414 413 90 551 536 Adjusted Saturation Flow Rate ( s ), veh/h/ln 1781 1652 1810 1616 1795 1841 1832 1795 1885 1834 Queue Service Time ( g s ), s 2.9 4.0 3.6 5.8 1.9 13.0 13.0 2.1 18.4 18.4 Cycle Queue Clearance Time ( g c ), s 2.9 4.0 3.6 5.8 1.9 13.0 13.0 2.1 18.4 18.4 Green Ratio ( g/C )0.13 0.08 0.13 0.08 0.61 0.55 0.55 0.61 0.55 0.55 Capacity ( c ), veh/h 188 135 196 132 352 1019 1014 454 1045 1017 Volume-to-Capacity Ratio ( X )0.310 0.510 0.373 0.727 0.236 0.407 0.407 0.197 0.527 0.527 Back of Queue ( Q ), ft/ln ( 95 th percentile)62 79.5 76.6 118.9 31.3 230.2 222.8 33.3 305 296.5 Back of Queue ( Q ), veh/ln ( 95 th percentile)2.4 3.2 3.1 4.7 1.2 8.9 8.9 1.3 12.1 11.9 Queue Storage Ratio ( RQ ) ( 95 th percentile)0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Uniform Delay ( d 1 ), s/veh 39.3 44.0 39.3 44.8 10.5 12.9 12.9 9.0 14.0 14.0 Incremental Delay ( d 2 ), s/veh 0.9 3.0 1.2 7.4 0.3 1.2 1.2 0.2 1.9 2.0 Initial Queue Delay ( d 3 ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d ), s/veh 40.3 47.0 40.5 52.3 10.9 14.1 14.1 9.3 15.9 16.0 Level of Service (LOS)D D D D B B B A B B Approach Delay, s/veh / LOS 43.9 D 47.2 D 13.8 B 15.4 B Intersection Delay, s/veh / LOS 18.6 B Multimodal Results EB WB NB SB Pedestrian LOS Score / LOS 2.31 B 2.31 B 1.89 B 1.89 B Bicycle LOS Score / LOS 0.70 A 0.77 A 1.24 A 1.46 A Copyright © 2024 University of Florida, All Rights Reserved.HCS™ Streets Version 2023 Generated: 6/14/2024 3:54:03 PM 2032 HCS Two-Way Stop-Control Report General Information Site Information Analyst TPD/jd Intersection Tuskawilla & Michael Blake Agency/Co.Seminole County Jurisdiction Seminole County Date Performed 06/13/2024 East/West Street Michale Blake Blvd/Milky Way Analysis Year 2024 North/South Street Tuskawilla Road Time Analyzed Projected AM Peak Peak Hour Factor 0.96 Intersection Orientation North-South Analysis Time Period (hrs)0.25 Project Description Ace Hardware Winter Spring TPD # 5824 Lanes Major Street: North-South Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 10 11 12 7 8 9 1U 1 2 3 4U 4 5 6 Number of Lanes 0 1 0 1 0 1 0 0 2 0 0 1 2 0 Configuration LTR L R LT TR L T TR Volume (veh/h)0 0 1 117 14 0 816 90 8 29 707 2 Percent Heavy Vehicles (%)0 0 0 5 0 0 0 0 Proportion Time Blocked Percent Grade (%)0 0 Right Turn Channelized No Median Type | Storage Left + Thru 1 Critical and Follow-up Headways Base Critical Headway (sec)7.5 6.5 6.9 7.5 6.9 4.1 6.4 4.1 Critical Headway (sec)7.50 6.50 6.90 7.60 6.90 4.10 6.40 4.10 Base Follow-Up Headway (sec)3.5 4.0 3.3 3.5 3.3 2.2 2.5 2.2 Follow-Up Headway (sec)3.50 4.00 3.30 3.55 3.30 2.20 2.50 2.20 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)1 122 15 0 39 Capacity, c (veh/h)634 213 544 877 598 v/c Ratio 0.00 0.57 0.03 0.00 0.06 95% Queue Length, Q₉₅ (veh)0.0 3.2 0.1 0.0 0.2 Control Delay (s/veh)10.7 42.5 11.8 9.1 0.0 11.4 Level of Service (LOS)B E B A A B Approach Delay (s/veh)10.7 39.2 0.0 0.6 Approach LOS B E A A Copyright © 2024 University of Florida. All Rights Reserved. HCS™TWSC Version 2023 Generated: 6/14/2024 4:04:06 PM2a Tuskawilla & Michael Blake Projected AM Peak.xtw 2033 HCS Two-Way Stop-Control Report General Information Site Information Analyst TPD/jd Intersection Tuskawilla & Michael Blake Agency/Co.Seminole County Jurisdiction Seminole County Date Performed 06/13/2024 East/West Street Michale Blake Blvd/Milky Way Analysis Year 2024 North/South Street Tuskawilla Road Time Analyzed Projected PM Peak Peak Hour Factor 0.98 Intersection Orientation North-South Analysis Time Period (hrs)0.25 Project Description Ace Hardware Winter Spring TPD # 5824 Lanes Major Street: North-South Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 10 11 12 7 8 9 1U 1 2 3 4U 4 5 6 Number of Lanes 0 1 0 1 0 1 0 0 2 0 0 1 2 0 Configuration LTR L R LT TR L T TR Volume (veh/h)0 0 1 86 4 0 939 98 24 37 1033 0 Percent Heavy Vehicles (%)0 0 0 3 0 0 0 0 Proportion Time Blocked Percent Grade (%)0 0 Right Turn Channelized No Median Type | Storage Left + Thru 1 Critical and Follow-up Headways Base Critical Headway (sec)7.5 6.5 6.9 7.5 6.9 4.1 6.4 4.1 Critical Headway (sec)7.50 6.50 6.90 7.56 6.90 4.10 6.40 4.10 Base Follow-Up Headway (sec)3.5 4.0 3.3 3.5 3.3 2.2 2.5 2.2 Follow-Up Headway (sec)3.50 4.00 3.30 3.53 3.30 2.20 2.50 2.20 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)1 88 4 0 62 Capacity, c (veh/h)501 161 499 668 456 v/c Ratio 0.00 0.55 0.01 0.00 0.14 95% Queue Length, Q₉₅ (veh)0.0 2.8 0.0 0.0 0.5 Control Delay (s/veh)12.2 51.4 12.3 10.4 0.0 14.1 Level of Service (LOS)B F B B A B Approach Delay (s/veh)12.2 49.6 0.0 0.8 Approach LOS B E A A Copyright © 2024 University of Florida. All Rights Reserved. HCS™TWSC Version 2023 Generated: 6/14/2024 4:10:21 PM2b Tuskawilla & Michael Blake Projected PM Peak.xtw 2034 HCS Signalized Intersection Results Summary General Information Intersection Information Agency Seminole County Duration, h 0.250 Analyst TPD/jd Analysis Date Jun 13, 2024 Area Type Other Jurisdiction Seminole County Time Period AM Peak Hour PHF 0.96 Urban Street Tuskawilla Road Analysis Year 2024 Analysis Period 1> 7:00 Intersection Tuskaawilla Road & SR …File Name 3a Tuskawilla & SR 434 Projected AM Peak.xus Project Description Projected AM Peak Hour Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 39 951 419 183 1176 6 689 60 170 48 43 29 Signal Information Green Yellow Red 4.8 5.0 50.9 7.3 33.8 0.0 4.9 4.9 4.9 4.8 4.8 0.0 2.9 2.9 2.9 4.1 4.1 0.0 Cycle, s 143.0 Reference Phase 2 Offset, s 0 Reference Point End Uncoordinated No Simult. Gap E/W On Force Mode Fixed Simult. Gap N/S On Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 5 2 1 6 8 4 Case Number 2.0 3.0 2.0 4.0 10.0 12.0 Phase Duration, s 12.6 58.7 25.4 71.5 42.7 16.2 Change Period, ( Y+R c ), s 7.8 7.8 7.8 7.8 8.9 8.9 Max Allow Headway ( MAH ), s 4.0 0.0 4.0 0.0 4.1 4.0 Queue Clearance Time ( g s ), s 5.2 17.2 30.3 7.1 Green Extension Time ( g e ), s 0.1 0.0 0.4 0.0 3.5 0.3 Phase Call Probability 0.80 1.00 1.00 0.99 Max Out Probability 0.00 0.00 0.11 0.00 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 5 2 12 1 6 16 3 8 18 7 4 14 Adjusted Flow Rate ( v ), veh/h 41 991 436 191 616 615 718 240 66 59 Adjusted Saturation Flow Rate ( s ), veh/h/ln 1810 1738 1560 1767 1841 1837 1743 1651 1830 1740 Queue Service Time ( g s ), s 3.2 36.7 22.6 15.2 39.9 39.9 28.3 18.5 5.1 4.8 Cycle Queue Clearance Time ( g c ), s 3.2 36.7 22.6 15.2 39.9 39.9 28.3 18.5 5.1 4.8 Green Ratio ( g/C )0.03 0.36 0.59 0.12 0.45 0.45 0.24 0.24 0.05 0.05 Capacity ( c ), veh/h 61 1238 924 217 820 818 825 390 93 89 Volume-to-Capacity Ratio ( X )0.668 0.800 0.472 0.877 0.751 0.752 0.870 0.614 0.707 0.668 Back of Queue ( Q ), ft/ln ( 95 th percentile)74.2 592.5 329.1 304.8 660.2 638.9 471.1 310.2 115.9 103.4 Back of Queue ( Q ), veh/ln ( 95 th percentile)3.0 22.8 12.8 11.9 25.6 25.6 18.7 12.2 4.6 4.1 Queue Storage Ratio ( RQ ) ( 95 th percentile)0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Uniform Delay ( d 1 ), s/veh 68.3 41.5 16.5 61.6 33.0 33.1 52.5 48.8 66.8 66.7 Incremental Delay ( d 2 ), s/veh 11.9 5.5 1.7 12.4 6.3 6.3 6.4 1.6 9.4 8.4 Initial Queue Delay ( d 3 ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d ), s/veh 80.2 47.0 18.2 74.0 39.3 39.3 58.9 50.3 76.2 75.0 Level of Service (LOS)F D B E D D E D E E Approach Delay, s/veh / LOS 39.3 D 44.0 D 56.7 E 75.7 E Intersection Delay, s/veh / LOS 46.3 D Multimodal Results EB WB NB SB Pedestrian LOS Score / LOS 2.29 B 1.92 B 2.33 B 2.46 B Bicycle LOS Score / LOS 1.70 B 1.66 B 2.07 B 0.59 A Copyright © 2024 University of Florida, All Rights Reserved.HCS™ Streets Version 2023 Generated: 6/14/2024 4:12:17 PM 2035 HCS Signalized Intersection Results Summary General Information Intersection Information Agency Seminole County Duration, h 0.250 Analyst TPD/jd Analysis Date Jun 13, 2024 Area Type Other Jurisdiction Seminole County Time Period PM Peak Hour PHF 0.98 Urban Street Tuskawilla Road Analysis Year 2024 Analysis Period 1> 7:00 Intersection Tuskaawilla Road & SR …File Name 3b Tuskawilla & SR 434 Projected PM Peak.xus Project Description Projected PM Peak Hour Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 89 1144 725 211 1149 28 708 117 139 89 110 30 Signal Information Green Yellow Red 11.1 4.8 66.6 14.2 42.1 0.0 4.9 4.9 4.9 4.8 4.8 0.0 2.9 2.9 2.9 4.1 4.1 0.0 Cycle, s 180.0 Reference Phase 2 Offset, s 0 Reference Point End Uncoordinated No Simult. Gap E/W On Force Mode Fixed Simult. Gap N/S On Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 5 2 1 6 8 4 Case Number 2.0 3.0 2.0 4.0 10.0 12.0 Phase Duration, s 18.9 74.4 31.5 87.0 51.0 23.1 Change Period, ( Y+R c ), s 7.8 7.8 7.8 7.8 8.9 8.9 Max Allow Headway ( MAH ), s 4.0 0.0 4.0 0.0 4.0 4.0 Queue Clearance Time ( g s ), s 11.1 23.3 38.4 13.9 Green Extension Time ( g e ), s 0.1 0.0 0.4 0.0 3.7 0.3 Phase Call Probability 0.99 1.00 1.00 1.00 Max Out Probability 0.00 0.04 0.10 0.44 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 5 2 12 1 6 16 3 8 18 7 4 14 Adjusted Flow Rate ( v ), veh/h 91 1167 740 215 603 598 722 261 123 111 Adjusted Saturation Flow Rate ( s ), veh/h/ln 1781 1795 1598 1795 1856 1840 1730 1717 1832 1810 Queue Service Time ( g s ), s 9.1 54.7 61.5 21.3 48.5 48.6 36.4 24.7 11.9 10.8 Cycle Queue Clearance Time ( g c ), s 9.1 54.7 61.5 21.3 48.5 48.6 36.4 24.7 11.9 10.8 Green Ratio ( g/C )0.06 0.37 0.60 0.13 0.44 0.44 0.23 0.23 0.08 0.08 Capacity ( c ), veh/h 110 1327 964 237 816 809 809 402 145 143 Volume-to-Capacity Ratio ( X )0.827 0.879 0.767 0.910 0.739 0.739 0.893 0.650 0.847 0.776 Back of Queue ( Q ), ft/ln ( 95 th percentile)205.6 859.1 805.8 423.7 796.2 772.4 598.3 412.2 266 235.1 Back of Queue ( Q ), veh/ln ( 95 th percentile)8.1 34.1 32.0 16.8 31.1 30.9 23.6 16.4 10.6 9.4 Queue Storage Ratio ( RQ ) ( 95 th percentile)0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Uniform Delay ( d 1 ), s/veh 83.5 53.0 26.3 77.1 41.8 41.8 66.8 62.3 81.8 81.3 Incremental Delay ( d 2 ), s/veh 14.3 8.5 5.8 23.6 5.9 6.0 8.6 2.0 22.0 13.1 Initial Queue Delay ( d 3 ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d ), s/veh 97.8 61.5 32.2 100.7 47.7 47.8 75.4 64.3 103.8 94.4 Level of Service (LOS)F E C F D D E E F F Approach Delay, s/veh / LOS 52.3 D 55.8 E 72.4 E 99.4 F Intersection Delay, s/veh / LOS 60.0 E Multimodal Results EB WB NB SB Pedestrian LOS Score / LOS 2.30 B 1.93 B 2.34 B 2.47 B Bicycle LOS Score / LOS 2.14 B 1.66 B 2.11 B 0.68 A Copyright © 2024 University of Florida, All Rights Reserved.HCS™ Streets Version 2023 Generated: 6/14/2024 4:13:23 PM 2036 HCS Signalized Intersection Results Summary General Information Intersection Information Agency Winter Springs Duration, h 0.250 Analyst TPD/jd Analysis Date Jun 27, 2024 Area Type Other Jurisdiction Winter Springs Time Period AM Peak Hour PHF 0.95 Urban Street SR 434 Analysis Year 2024 Analysis Period 1> 7:00 Intersection SR 434 & Michael Blake …File Name 4a SR 434 & Michael Blake Projected AM Peak.xus Project Description Projected AM Peak Hour Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 2 3 88 139 9 81 85 1212 74 85 1085 7 Signal Information Green Yellow Red 5.7 1.9 61.4 0.4 2.4 9.3 4.8 0.0 4.8 4.8 4.8 4.8 3.0 0.0 3.0 3.0 3.0 3.0 Cycle, s 120.0 Reference Phase 2 Offset, s 0 Reference Point End Uncoordinated No Simult. Gap E/W On Force Mode Fixed Simult. Gap N/S On Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 7 4 3 8 5 2 1 6 Case Number 1.1 4.0 1.1 4.0 2.0 3.0 1.1 4.0 Phase Duration, s 8.2 17.1 18.4 27.2 15.4 71.1 13.5 69.2 Change Period, ( Y+R c ), s 7.8 7.8 7.8 7.8 7.8 7.8 7.8 7.8 Max Allow Headway ( MAH ), s 3.0 3.2 3.0 3.2 3.0 0.0 3.0 0.0 Queue Clearance Time ( g s ), s 2.1 9.0 10.6 8.2 7.8 4.8 Green Extension Time ( g e ), s 0.0 0.3 0.0 0.4 0.1 0.0 0.1 0.0 Phase Call Probability 0.07 1.00 0.99 1.00 0.95 0.95 Max Out Probability 0.00 0.00 1.00 0.00 0.00 0.00 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 7 4 14 3 8 18 5 2 12 1 6 16 Adjusted Flow Rate ( v ), veh/h 2 96 146 95 89 1276 78 89 575 574 Adjusted Saturation Flow Rate ( s ), veh/h/ln 1810 1618 1810 1635 1810 1809 1610 1810 1900 1896 Queue Service Time ( g s ), s 0.1 7.0 8.6 6.2 5.8 30.9 2.9 2.8 25.5 25.5 Cycle Queue Clearance Time ( g c ), s 0.1 7.0 8.6 6.2 5.8 30.9 2.9 2.8 25.5 25.5 Green Ratio ( g/C )0.08 0.08 0.18 0.16 0.06 0.53 0.53 0.56 0.51 0.51 Capacity ( c ), veh/h 168 125 245 265 114 1907 849 257 972 970 Volume-to-Capacity Ratio ( X )0.013 0.767 0.598 0.358 0.785 0.669 0.092 0.348 0.592 0.592 Back of Queue ( Q ), ft/ln ( 95 th percentile)2.6 130.4 175 111.4 123.4 457.8 47.2 47.9 417.2 416.5 Back of Queue ( Q ), veh/ln ( 95 th percentile)0.1 5.2 7.0 4.5 4.9 18.3 1.9 1.9 16.7 16.7 Queue Storage Ratio ( RQ ) ( 95 th percentile)0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Uniform Delay ( d 1 ), s/veh 50.8 54.3 44.1 44.7 55.4 20.7 14.1 17.3 20.5 20.5 Incremental Delay ( d 2 ), s/veh 0.0 3.7 1.7 0.3 4.4 1.9 0.2 0.3 2.6 2.7 Initial Queue Delay ( d 3 ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d ), s/veh 50.8 58.0 45.8 45.0 59.9 22.6 14.3 17.6 23.2 23.2 Level of Service (LOS)D E D D E C B B C C Approach Delay, s/veh / LOS 57.9 E 45.5 D 24.5 C 22.8 C Intersection Delay, s/veh / LOS 26.5 C Multimodal Results EB WB NB SB Pedestrian LOS Score / LOS 2.47 B 2.31 B 1.90 B 1.90 B Bicycle LOS Score / LOS 0.65 A 0.89 A 1.68 B 1.51 B Copyright © 2024 University of Florida, All Rights Reserved. HCS™ Streets Version 2023 Generated: 6/27/2024 7:36:10 AM 2037 HCS Signalized Intersection Results Summary General Information Intersection Information Agency Winter Springs Duration, h 0.250 Analyst TPD/jd Analysis Date Jun 27, 2024 Area Type Other Jurisdiction Winter Springs Time Period PM Peak Hour PHF 0.95 Urban Street SR 434 Analysis Year 2024 Analysis Period 1> 7:00 Intersection SR 434 & Michael Blake …File Name 4b SR 434 & Michael Blake Projected PM Peak.xus Project Description Projected PM Peak Hour Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 10 10 117 73 4 53 87 1306 111 124 1289 18 Signal Information Green Yellow Red 6.1 1.7 63.1 1.8 4.3 12.0 4.8 0.0 4.8 4.8 0.0 4.8 3.0 0.0 3.0 3.0 0.0 3.0 Cycle, s 120.0 Reference Phase 2 Offset, s 0 Reference Point End Uncoordinated No Simult. Gap E/W On Force Mode Fixed Simult. Gap N/S On Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 7 4 3 8 5 2 1 6 Case Number 1.1 4.0 1.1 4.0 2.0 3.0 1.1 4.0 Phase Duration, s 9.6 19.8 13.9 24.0 15.5 72.5 13.9 70.9 Change Period, ( Y+R c ), s 7.8 7.8 7.8 7.8 7.8 7.8 7.8 7.8 Max Allow Headway ( MAH ), s 3.0 3.2 3.0 3.2 3.0 0.0 3.0 0.0 Queue Clearance Time ( g s ), s 2.6 11.7 6.5 6.0 8.0 6.0 Green Extension Time ( g e ), s 0.0 0.3 0.0 0.4 0.1 0.0 0.2 0.0 Phase Call Probability 0.30 1.00 0.92 1.00 0.95 0.99 Max Out Probability 0.00 0.00 0.02 0.00 0.00 0.00 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 7 4 14 3 8 18 5 2 12 1 6 16 Adjusted Flow Rate ( v ), veh/h 11 134 77 60 92 1375 117 131 689 686 Adjusted Saturation Flow Rate ( s ), veh/h/ln 1810 1630 1810 1628 1810 1809 1610 1810 1900 1891 Queue Service Time ( g s ), s 0.6 9.7 4.5 4.0 6.0 33.9 4.3 4.0 32.4 32.5 Cycle Queue Clearance Time ( g c ), s 0.6 9.7 4.5 4.0 6.0 33.9 4.3 4.0 32.4 32.5 Green Ratio ( g/C )0.11 0.10 0.15 0.14 0.06 0.54 0.54 0.58 0.53 0.53 Capacity ( c ), veh/h 204 162 176 220 116 1951 868 248 998 994 Volume-to-Capacity Ratio ( X )0.052 0.823 0.437 0.272 0.787 0.705 0.135 0.527 0.690 0.691 Back of Queue ( Q ), ft/ln ( 95 th percentile)12.5 181.4 90.7 71.5 126.2 493.2 70.2 68.7 514.2 512.6 Back of Queue ( Q ), veh/ln ( 95 th percentile)0.5 7.3 3.6 2.9 5.0 19.7 2.8 2.7 20.6 20.5 Queue Storage Ratio ( RQ ) ( 95 th percentile)0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Uniform Delay ( d 1 ), s/veh 47.3 53.0 45.7 46.6 55.3 20.5 13.7 18.9 21.2 21.2 Incremental Delay ( d 2 ), s/veh 0.0 3.9 0.6 0.2 4.4 2.2 0.3 0.6 3.9 3.9 Initial Queue Delay ( d 3 ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d ), s/veh 47.4 56.9 46.3 46.8 59.7 22.7 14.1 19.5 25.1 25.1 Level of Service (LOS)D E D D E C B B C C Approach Delay, s/veh / LOS 56.2 E 46.5 D 24.2 C 24.6 C Intersection Delay, s/veh / LOS 26.7 C Multimodal Results EB WB NB SB Pedestrian LOS Score / LOS 2.47 B 2.31 B 1.90 B 1.90 B Bicycle LOS Score / LOS 0.73 A 0.71 A 1.79 B 1.73 B Copyright © 2024 University of Florida, All Rights Reserved. HCS™ Streets Version 2023 Generated: 6/27/2024 7:36:10 AM 2038 HCS Signalized Intersection Results Summary General Information Intersection Information Agency Seminole County Duration, h 0.250 Analyst TPD/jd Analysis Date Jun 13, 2024 Area Type Other Jurisdiction Seminole County Time Period AM Peak Hour PHF 0.92 Urban Street SR 434 Analysis Year 2024 Analysis Period 1> 7:00 Intersection SR 434 & Bear Springs/…File Name 5a SR 434 & Bear Springs Projected AM Peak.xus Project Description Projected AM Peak Hour Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 27 1329 2 29 1696 86 19 1 18 72 1 43 Signal Information Green Yellow Red 4.1 0.2 105.6 8.6 0.0 0.0 4.9 0.0 4.9 4.8 0.0 0.0 2.9 0.0 2.9 4.1 0.0 0.0 Cycle, s 143.0 Reference Phase 2 Offset, s 0 Reference Point End Uncoordinated No Simult. Gap E/W On Force Mode Fixed Simult. Gap N/S On Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 5 2 1 6 8 7 4 Case Number 1.1 4.0 2.0 4.0 7.3 0.0 13.2 Phase Duration, s 11.9 113.4 12.1 113.5 17.5 0.0 17.5 Change Period, ( Y+R c ), s 7.8 7.8 7.8 7.8 8.9 4.0 8.9 Max Allow Headway ( MAH ), s 4.0 0.0 4.0 0.0 4.1 0.0 4.1 Queue Clearance Time ( g s ), s 2.6 4.5 4.0 8.2 Green Extension Time ( g e ), s 0.1 0.0 0.1 0.0 0.5 0.0 0.5 Phase Call Probability 0.69 0.71 1.00 1.00 Max Out Probability 0.00 0.00 0.00 0.00 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 5 2 12 1 6 16 3 8 18 7 4 14 Adjusted Flow Rate ( v ), veh/h 29 724 723 32 969 968 22 20 79 47 Adjusted Saturation Flow Rate ( s ), veh/h/ln 1739 1841 1840 1810 1856 1824 1462 1547 1449 1547 Queue Service Time ( g s ), s 0.6 24.2 24.2 2.5 40.7 42.2 0.0 1.7 6.0 4.2 Cycle Queue Clearance Time ( g c ), s 0.6 24.2 24.2 2.5 40.7 42.2 2.0 1.7 6.2 4.2 Green Ratio ( g/C )0.77 0.74 0.74 0.03 0.74 0.74 0.06 0.06 0.06 0.06 Capacity ( c ), veh/h 197 1359 1358 54 1372 1348 137 94 138 94 Volume-to-Capacity Ratio ( X )0.149 0.532 0.533 0.581 0.706 0.718 0.158 0.209 0.576 0.499 Back of Queue ( Q ), ft/ln ( 95 th percentile)14.6 350.1 350 56.9 544.2 542.3 34.4 32.6 131.7 81 Back of Queue ( Q ), veh/ln ( 95 th percentile)0.6 13.6 13.6 2.3 21.3 21.7 1.4 1.3 5.3 3.1 Queue Storage Ratio ( RQ ) ( 95 th percentile)0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Uniform Delay ( d 1 ), s/veh 11.8 8.1 8.1 68.5 10.2 10.4 64.0 63.9 66.8 65.1 Incremental Delay ( d 2 ), s/veh 0.3 1.5 1.5 9.5 3.1 3.3 0.5 1.1 3.8 4.1 Initial Queue Delay ( d 3 ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d ), s/veh 12.1 9.6 9.6 78.0 13.2 13.7 64.6 65.0 70.5 69.2 Level of Service (LOS)B A A E B B E E E E Approach Delay, s/veh / LOS 9.6 A 14.5 B 64.8 E 70.0 E Intersection Delay, s/veh / LOS 15.0 B Multimodal Results EB WB NB SB Pedestrian LOS Score / LOS 1.86 B 1.86 B 2.32 B 2.32 B Bicycle LOS Score / LOS 1.71 B 2.11 B 0.56 A 0.70 A Copyright © 2024 University of Florida, All Rights Reserved.HCS™ Streets Version 2023 Generated: 6/14/2024 4:16:45 PM 2039 HCS Signalized Intersection Results Summary General Information Intersection Information Agency Seminole County Duration, h 0.250 Analyst TPD/jd Analysis Date Jun 13, 2024 Area Type Other Jurisdiction Seminole County Time Period PM Peak Hour PHF 0.98 Urban Street SR 434 Analysis Year 2024 Analysis Period 1> 7:00 Intersection SR 434 & Bear Springs/…File Name 5b SR 434 & Bear Springs Projected PM Peak.xus Project Description Projected PM Peak Hour Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 92 1790 15 44 1598 122 11 3 21 72 1 37 Signal Information Green Yellow Red 5.0 0.9 104.5 8.2 0.0 0.0 4.9 0.0 4.9 4.8 0.0 0.0 2.9 0.0 2.9 4.1 0.0 0.0 Cycle, s 143.0 Reference Phase 2 Offset, s 0 Reference Point End Uncoordinated No Simult. Gap E/W On Force Mode Fixed Simult. Gap N/S On Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 5 2 1 6 8 7 4 Case Number 1.1 4.0 2.0 4.0 7.3 0.0 13.2 Phase Duration, s 13.7 113.1 12.8 112.3 17.1 0.0 17.1 Change Period, ( Y+R c ), s 7.8 7.8 7.8 7.8 8.9 4.0 8.9 Max Allow Headway ( MAH ), s 4.0 0.0 4.0 0.0 4.1 0.0 4.1 Queue Clearance Time ( g s ), s 3.8 5.5 3.9 7.8 Green Extension Time ( g e ), s 0.3 0.0 0.1 0.0 0.4 0.0 0.4 Phase Call Probability 0.98 0.83 1.00 1.00 Max Out Probability 0.00 0.00 0.00 0.00 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 5 2 12 1 6 16 3 8 18 7 4 14 Adjusted Flow Rate ( v ), veh/h 94 921 921 45 882 874 14 21 74 38 Adjusted Saturation Flow Rate ( s ), veh/h/ln 1767 1856 1850 1810 1856 1809 1543 1547 1447 1547 Queue Service Time ( g s ), s 1.8 37.1 37.3 3.5 34.9 36.0 0.0 1.9 5.8 3.4 Cycle Queue Clearance Time ( g c ), s 1.8 37.1 37.3 3.5 34.9 36.0 1.1 1.9 5.8 3.4 Green Ratio ( g/C )0.77 0.74 0.74 0.03 0.73 0.73 0.06 0.06 0.06 0.06 Capacity ( c ), veh/h 253 1367 1363 63 1356 1322 133 88 133 88 Volume-to-Capacity Ratio ( X )0.372 0.674 0.676 0.711 0.650 0.661 0.107 0.242 0.561 0.427 Back of Queue ( Q ), ft/ln ( 95 th percentile)45.5 504.7 509.5 82.9 482.2 474.1 22.5 36.1 6.1 65.1 Back of Queue ( Q ), veh/ln ( 95 th percentile)1.8 19.7 19.7 3.3 18.8 19.0 0.9 1.4 0.2 2.5 Queue Storage Ratio ( RQ ) ( 95 th percentile)0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Uniform Delay ( d 1 ), s/veh 10.9 9.8 9.9 68.3 9.9 10.0 64.1 64.5 67.0 65.2 Incremental Delay ( d 2 ), s/veh 0.9 2.7 2.7 13.7 2.4 2.6 0.4 1.4 3.7 3.2 Initial Queue Delay ( d 3 ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d ), s/veh 11.8 12.5 12.6 82.0 12.3 12.6 64.4 65.9 70.7 68.4 Level of Service (LOS)B B B F B B E E E E Approach Delay, s/veh / LOS 12.5 B 14.2 B 65.3 E 69.9 E Intersection Delay, s/veh / LOS 15.4 B Multimodal Results EB WB NB SB Pedestrian LOS Score / LOS 1.86 B 1.86 B 2.32 B 2.32 B Bicycle LOS Score / LOS 2.08 B 1.97 B 0.55 A 0.67 A Copyright © 2024 University of Florida, All Rights Reserved.HCS™ Streets Version 2023 Generated: 6/14/2024 4:18:00 PM 2040 HCS Signalized Intersection Results Summary General Information Intersection Information Agency Seminole County Duration, h 0.250 Analyst TPD/jd Analysis Date Jun 13, 2024 Area Type Other Jurisdiction Seminole County Time Period PM Peak Hour PHF 0.90 Urban Street SR 434 Analysis Year 2024 Analysis Period 1> 7:00 Intersection SR 434 & Heritage Park…File Name 6a SR 434 & Heritage Park Projected AM Peak.xus Project Description Projected AM Peak Hour Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 208 1216 45 43 1429 199 43 15 57 159 15 191 Signal Information Green Yellow Red 6.2 11.5 94.8 35.2 0.0 0.0 4.9 4.9 4.9 4.8 0.0 0.0 2.9 2.9 2.9 4.1 0.0 0.0 Cycle, s 180.0 Reference Phase 2 Offset, s 0 Reference Point End Uncoordinated No Simult. Gap E/W On Force Mode Fixed Simult. Gap N/S On Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 5 2 1 6 8 4 Case Number 2.0 4.0 2.0 4.0 6.0 6.0 Phase Duration, s 33.3 121.9 14.0 102.6 44.1 44.1 Change Period, ( Y+R c ), s 7.8 7.8 7.8 7.8 8.9 8.9 Max Allow Headway ( MAH ), s 4.0 0.0 4.0 0.0 4.2 4.2 Queue Clearance Time ( g s ), s 24.8 6.7 34.0 32.7 Green Extension Time ( g e ), s 0.6 0.0 0.1 0.0 1.2 1.4 Phase Call Probability 1.00 0.91 1.00 1.00 Max Out Probability 0.00 0.00 0.35 0.22 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 5 2 12 1 6 16 3 8 18 7 4 14 Adjusted Flow Rate ( v ), veh/h 231 704 697 48 910 899 48 80 177 229 Adjusted Saturation Flow Rate ( s ), veh/h/ln 1795 1826 1803 1810 1841 1763 1170 1598 1339 1565 Queue Service Time ( g s ), s 22.8 41.3 41.5 4.7 83.2 88.7 7.2 7.6 23.1 24.8 Cycle Queue Clearance Time ( g c ), s 22.8 41.3 41.5 4.7 83.2 88.7 32.0 7.6 30.7 24.8 Green Ratio ( g/C )0.14 0.63 0.63 0.03 0.53 0.53 0.20 0.20 0.20 0.20 Capacity ( c ), veh/h 254 1158 1143 62 970 929 108 313 246 306 Volume-to-Capacity Ratio ( X )0.910 0.608 0.610 0.772 0.938 0.968 0.442 0.256 0.719 0.748 Back of Queue ( Q ), ft/ln ( 95 th percentile)434.4 637.9 629 112.7 1323. 7 1337. 5 101.3 146.2 327.7 409.2 Back of Queue ( Q ), veh/ln ( 95 th percentile)17.2 24.5 24.4 4.5 51.3 53.5 4.1 5.6 13.1 15.7 Queue Storage Ratio ( RQ ) ( 95 th percentile)0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Uniform Delay ( d 1 ), s/veh 76.1 19.6 19.6 86.2 39.8 41.1 83.2 61.3 74.3 68.2 Incremental Delay ( d 2 ), s/veh 17.1 2.4 2.4 18.1 17.3 22.8 2.8 0.4 6.9 7.2 Initial Queue Delay ( d 3 ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d ), s/veh 93.2 22.0 22.1 104.3 57.2 63.9 86.1 61.7 81.2 75.4 Level of Service (LOS)F C C F E E F E F E Approach Delay, s/veh / LOS 32.1 C 61.7 E 70.8 E 77.9 E Intersection Delay, s/veh / LOS 51.6 D Multimodal Results EB WB NB SB Pedestrian LOS Score / LOS 1.90 B 1.92 B 2.32 B 2.32 B Bicycle LOS Score / LOS 1.83 B 2.02 B 0.70 A 1.16 A 2041 HCS Signalized Intersection Results Summary General Information Intersection Information Agency Seminole County Duration, h 0.250 Analyst TPD/jd Analysis Date Jun 13, 2024 Area Type Other Jurisdiction Seminole County Time Period PM Peak Hour PHF 0.97 Urban Street SR 434 Analysis Year 2024 Analysis Period 1> 7:00 Intersection SR 434 & Heritage Park…File Name 6b SR 434 & Heritage Park Projected PM Peak.xus Project Description Projected PM Peak Hour Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 218 1744 31 54 1403 199 23 2 58 98 6 147 Signal Information Green Yellow Red 7.1 10.0 107.1 23.5 0.0 0.0 4.9 4.9 4.9 4.8 0.0 0.0 2.9 2.9 2.9 4.1 0.0 0.0 Cycle, s 180.0 Reference Phase 2 Offset, s 0 Reference Point End Uncoordinated No Simult. Gap E/W On Force Mode Fixed Simult. Gap N/S On Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 5 2 1 6 8 4 Case Number 2.0 4.0 2.0 4.0 6.0 6.0 Phase Duration, s 32.7 132.7 14.9 114.9 32.4 32.4 Change Period, ( Y+R c ), s 7.8 7.8 7.8 7.8 8.9 8.9 Max Allow Headway ( MAH ), s 4.0 0.0 4.0 0.0 4.2 4.2 Queue Clearance Time ( g s ), s 24.2 7.5 22.3 21.2 Green Extension Time ( g e ), s 0.7 0.0 0.1 0.0 1.1 1.2 Phase Call Probability 1.00 0.94 1.00 1.00 Max Out Probability 0.00 0.00 0.00 0.00 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 5 2 12 1 6 16 3 8 18 7 4 14 Adjusted Flow Rate ( v ), veh/h 225 916 914 56 835 816 24 62 101 158 Adjusted Saturation Flow Rate ( s ), veh/h/ln 1795 1885 1873 1810 1870 1789 1248 1618 1362 1607 Queue Service Time ( g s ), s 22.2 52.1 52.6 5.5 58.9 61.2 3.4 6.2 13.0 17.0 Cycle Queue Clearance Time ( g c ), s 22.2 52.1 52.6 5.5 58.9 61.2 20.3 6.2 19.2 17.0 Green Ratio ( g/C )0.14 0.69 0.69 0.04 0.59 0.59 0.13 0.13 0.13 0.13 Capacity ( c ), veh/h 249 1307 1299 72 1112 1064 86 212 172 211 Volume-to-Capacity Ratio ( X )0.904 0.701 0.704 0.776 0.751 0.767 0.275 0.292 0.588 0.749 Back of Queue ( Q ), ft/ln ( 95 th percentile)412.8 752.7 773.4 129.3 893.9 879.2 50.3 117.5 206 295.2 Back of Queue ( Q ), veh/ln ( 95 th percentile)16.4 29.9 30.0 5.2 35.2 35.2 2.0 4.7 8.2 11.7 Queue Storage Ratio ( RQ ) ( 95 th percentile)0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Uniform Delay ( d 1 ), s/veh 76.4 16.5 16.5 85.6 26.7 27.2 85.1 70.7 79.3 75.4 Incremental Delay ( d 2 ), s/veh 11.6 3.1 3.2 16.2 4.7 5.3 1.7 0.8 3.2 5.3 Initial Queue Delay ( d 3 ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d ), s/veh 88.0 19.6 19.8 101.8 31.4 32.5 86.8 71.4 82.5 80.6 Level of Service (LOS)F B B F C C F E F F Approach Delay, s/veh / LOS 27.2 C 34.3 C 75.7 E 81.3 F Intersection Delay, s/veh / LOS 34.5 C Multimodal Results EB WB NB SB Pedestrian LOS Score / LOS 1.88 B 1.91 B 2.33 B 2.33 B Bicycle LOS Score / LOS 2.18 B 1.90 B 0.63 A 0.91 A Copyright © 2024 University of Florida, All Rights Reserved.HCS™ Streets Version 2023 Generated: 6/14/2024 4:20:36 PM 2042 HCS Two-Way Stop-Control Report General Information Site Information Analyst TPD/jd Intersection Michael Blake & South D/W Agency/Co.Seminole County Jurisdiction Seminole County Date Performed 06/13/2024 East/West Street Michael Blake Blvd Analysis Year 2024 North/South Street South Site Driveway Time Analyzed Projected AM Peak Peak Hour Factor 0.92 Intersection Orientation East-West Analysis Time Period (hrs)0.25 Project Description Ace Hardware Winter Springs TPD# 5824 Lanes Major Street: East-West Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 Number of Lanes 0 0 1 0 0 0 1 0 0 0 0 0 1 0 Configuration LT TR LR Volume (veh/h)58 61 53 54 24 78 Percent Heavy Vehicles (%)0 0 0 Proportion Time Blocked Percent Grade (%)0 Right Turn Channelized Median Type | Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec)4.1 7.1 6.2 Critical Headway (sec)4.10 6.40 6.20 Base Follow-Up Headway (sec)2.2 3.5 3.3 Follow-Up Headway (sec)2.20 3.50 3.30 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)63 111 Capacity, c (veh/h)1485 887 v/c Ratio 0.04 0.12 95% Queue Length, Q₉₅ (veh)0.1 0.4 Control Delay (s/veh)7.5 0.3 9.6 Level of Service (LOS)A A A Approach Delay (s/veh)3.8 9.6 Approach LOS A A Copyright © 2024 University of Florida. All Rights Reserved. HCS™TWSC Version 2023 Generated: 6/14/2024 4:23:42 PM7a Michael Blake & South Site Driveway AM Peak.xtw 2043 HCS Two-Way Stop-Control Report General Information Site Information Analyst TPD/jd Intersection Michael Blake & South D/W Agency/Co.Seminole County Jurisdiction Seminole County Date Performed 06/13/2024 East/West Street Michael Blake Blvd Analysis Year 2024 North/South Street South Site Driveway Time Analyzed Projected PM Peak Peak Hour Factor 0.92 Intersection Orientation East-West Analysis Time Period (hrs)0.25 Project Description Ace Hardware Winter Springs TPD# 5824 Lanes Major Street: East-West Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 Number of Lanes 0 0 1 0 0 0 1 0 0 0 0 0 1 0 Configuration LT TR LR Volume (veh/h)41 94 31 46 28 59 Percent Heavy Vehicles (%)0 0 0 Proportion Time Blocked Percent Grade (%)0 Right Turn Channelized Median Type | Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec)4.1 7.1 6.2 Critical Headway (sec)4.10 6.40 6.20 Base Follow-Up Headway (sec)2.2 3.5 3.3 Follow-Up Headway (sec)2.20 3.50 3.30 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)45 95 Capacity, c (veh/h)1526 896 v/c Ratio 0.03 0.11 95% Queue Length, Q₉₅ (veh)0.1 0.4 Control Delay (s/veh)7.4 0.2 9.5 Level of Service (LOS)A A A Approach Delay (s/veh)2.4 9.5 Approach LOS A A Copyright © 2024 University of Florida. All Rights Reserved. HCS™TWSC Version 2023 Generated: 6/14/2024 4:24:42 PM7b Michael Blake & South Site Driveway PM Peak.xtw 2044 HCS Two-Way Stop-Control Report General Information Site Information Analyst TPD/jd Intersection Tuskawilla & West D/W Agency/Co.Seminole County Jurisdiction Seminole County Date Performed 06/13/2024 East/West Street West Side Driveway Analysis Year 2024 North/South Street Tuskawilla Road Time Analyzed Projected AM Peak Hour Peak Hour Factor 0.92 Intersection Orientation North-South Analysis Time Period (hrs)0.25 Project Description Ace Hardware Winter Springs TPD# 5824 Lanes Major Street: North-South Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 10 11 12 7 8 9 1U 1 2 3 4U 4 5 6 Number of Lanes 0 0 0 0 0 1 0 0 2 0 0 0 2 0 Configuration R T TR T Volume (veh/h)101 741 97 626 Percent Heavy Vehicles (%)0 Proportion Time Blocked Percent Grade (%)0 Right Turn Channelized No Median Type | Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec)6.9 Critical Headway (sec)6.90 Base Follow-Up Headway (sec)3.3 Follow-Up Headway (sec)3.30 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)110 Capacity, c (veh/h)557 v/c Ratio 0.20 95% Queue Length, Q₉₅ (veh)0.7 Control Delay (s/veh)13.0 Level of Service (LOS)B Approach Delay (s/veh)13.0 Approach LOS B Copyright © 2024 University of Florida. All Rights Reserved.HCS™TWSC Version 2023 Generated: 6/14/2024 4:26:12 PM8a Tuskawilla & West Site Driveway AM Peak.xtw 2045 HCS Two-Way Stop-Control Report General Information Site Information Analyst TPD/jd Intersection Tuskawilla & West D/W Agency/Co.Seminole County Jurisdiction Seminole County Date Performed 06/13/2024 East/West Street West Side Driveway Analysis Year 2024 North/South Street Tuskawilla Road Time Analyzed Projected PM Peak Hour Peak Hour Factor 0.92 Intersection Orientation North-South Analysis Time Period (hrs)0.25 Project Description Ace Hardware Winter Springs TPD# 5824 Lanes Major Street: North-South Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 10 11 12 7 8 9 1U 1 2 3 4U 4 5 6 Number of Lanes 0 0 0 0 0 1 0 0 2 0 0 0 2 0 Configuration R T TR T Volume (veh/h)111 922 102 1103 Percent Heavy Vehicles (%)0 Proportion Time Blocked Percent Grade (%)0 Right Turn Channelized No Median Type | Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec)6.9 Critical Headway (sec)6.90 Base Follow-Up Headway (sec)3.3 Follow-Up Headway (sec)3.30 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)121 Capacity, c (veh/h)479 v/c Ratio 0.25 95% Queue Length, Q₉₅ (veh)1.0 Control Delay (s/veh)15.0 Level of Service (LOS)C Approach Delay (s/veh)15.0 Approach LOS C Copyright © 2024 University of Florida. All Rights Reserved.HCS™TWSC Version 2023 Generated: 6/14/2024 4:27:35 PM8b Tuskawilla & West Site Driveway PM Peak.xtw 2046 HCS Two-Way Stop-Control Report General Information Site Information Analyst TPD/jd Intersection SR 434 & East D/W Agency/Co.Seminole County Jurisdiction Seminole County Date Performed 06/13/2024 East/West Street East Side Driveway Analysis Year 2024 North/South Street SR 434 Time Analyzed Projected AM Peak Hour Peak Hour Factor 0.92 Intersection Orientation North-South Analysis Time Period (hrs)0.25 Project Description Ace Hardware Winter Springs TPD# 5824 Lanes Major Street: North-South Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 10 11 12 7 8 9 1U 1 2 3 4U 4 5 6 Number of Lanes 0 0 1 0 0 0 0 0 2 0 0 0 2 0 Configuration R T T TR Volume (veh/h)137 1365 1050 157 Percent Heavy Vehicles (%)0 Proportion Time Blocked Percent Grade (%)0 Right Turn Channelized No Median Type | Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec)6.9 Critical Headway (sec)6.90 Base Follow-Up Headway (sec)3.3 Follow-Up Headway (sec)3.30 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)149 Capacity, c (veh/h)413 v/c Ratio 0.36 95% Queue Length, Q₉₅ (veh)1.6 Control Delay (s/veh)18.6 Level of Service (LOS)C Approach Delay (s/veh)18.6 Approach LOS C Copyright © 2024 University of Florida. All Rights Reserved.HCS™TWSC Version 2023 Generated: 6/14/2024 4:28:52 PM9a SR 434 & East Site Driveway AM Peak.xtw 2047 HCS Two-Way Stop-Control Report General Information Site Information Analyst TPD/jd Intersection SR 434 & East D/W Agency/Co.Seminole County Jurisdiction Seminole County Date Performed 06/13/2024 East/West Street East Side Driveway Analysis Year 2024 North/South Street SR 434 Time Analyzed Projected PM Peak Hour Peak Hour Factor 0.92 Intersection Orientation North-South Analysis Time Period (hrs)0.25 Project Description Ace Hardware Winter Springs TPD# 5824 Lanes Major Street: North-South Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 10 11 12 7 8 9 1U 1 2 3 4U 4 5 6 Number of Lanes 0 0 1 0 0 0 0 0 2 0 0 0 2 0 Configuration R T T TR Volume (veh/h)131 1388 1259 149 Percent Heavy Vehicles (%)0 Proportion Time Blocked Percent Grade (%)0 Right Turn Channelized No Median Type | Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec)6.9 Critical Headway (sec)6.90 Base Follow-Up Headway (sec)3.3 Follow-Up Headway (sec)3.30 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)142 Capacity, c (veh/h)350 v/c Ratio 0.41 95% Queue Length, Q₉₅ (veh)1.9 Control Delay (s/veh)22.1 Level of Service (LOS)C Approach Delay (s/veh)22.1 Approach LOS C Copyright © 2024 University of Florida. All Rights Reserved.HCS™TWSC Version 2023 Generated: 6/14/2024 4:29:54 PM9b SR 434 & East Site Driveway PM Peak.xtw 2048 Geotechnical Environmental Hydrogeology Geophysics Sinkhole Studies Phase I Environmental Site Assessment Sutton Crossings Property Tuskawilla Road and Michael Blake Boulevard Winter Springs, Seminole County, Florida Native Geoscience Project No.: R0789.1 Prepared for: EQX-HRP Winter Springs, LLC Prepared by: Native Geoscience, Inc. Orlando, Florida October 18, 2022 2049 October 18, 2022 Mr. Ryan Stahl EQX-HRP Winter Springs, LLC 630 S. Maitland Avenue, Suite 100 Maitland, Florida 32751 Re: Phase I Environmental Site Assessment Report Sutton Crossings Property Winter Springs, Seminole County, Florida Native Geoscience Project No.: R0789.1 Dear Mr. Stahl: Native Geoscience, Inc. (NGI) has completed a Phase I Environmental Site Assessment (ESA) for the above- referenced subject property. The subject property is located south of the intersection of State Road 434 and Tuskawilla Road and north of Michael Blake Boulevard in Winter Springs, Seminole County, Florida. The scope of services was conducted in general accordance with NGI Proposal No. P1794.1 dated September 16, 2022 and authorized by you. The Phase I ESA was conducted in general conformance with the scope and limitations of American Society for Testing and Materials (ASTM) Practice E1527-13. The objective of the Phase I ESA was to evaluate the subject property for indications of recognized environmental conditions and to assist in satisfying All Appropriate Inquiries (AAI) standards and practices. The following report provides the scope, methods and conclusions of our assessment. We appreciate the opportunity to be of service to you on this project and look forward to a continued relationship. Should you have any questions or concerns regarding this report, please feel free to call us at (407) 342-1443. Sincerely, Native Geoscience, Inc. John C. Diehl, Jr. Principal Geologist 2050 Table of Contents 1.0 Executive Summary ........................................................................................................................... 1 2.0 Introduction ...................................................................................................................................... 4 2.1 Objective ....................................................................................................................................... 4 2.2 Limiting Conditions and Data Gaps ............................................................................................... 5 2.3 Non-Scope Considerations ............................................................................................................ 5 2.4 Reliance ......................................................................................................................................... 5 3.0 Site Description ................................................................................................................................. 6 3.1 Site Location, Description and Current Use .................................................................................. 6 3.1.1 Geology ................................................................................................................................. 6 3.1.2 Topography and Estimated Groundwater Flow Direction .................................................... 6 3.1.3 Flood Zone ............................................................................................................................. 7 3.1.4 Wetlands ............................................................................................................................... 7 3.2 Subject Property Vicinity and Adjoining Properties ...................................................................... 7 4.0 Historical Review ............................................................................................................................... 7 4.1 Aerial Photographs ........................................................................................................................ 8 4.2 Fire Insurance Maps ...................................................................................................................... 8 4.3 City Directories ............................................................................................................................ 10 4.4 Historical Topographic Maps ...................................................................................................... 11 5.0 Records Review ............................................................................................................................... 13 5.1 Regulatory Report ....................................................................................................................... 13 5.1.1 Subject Property Listings ..................................................................................................... 13 5.1.2 Adjoining Property Listings ................................................................................................. 13 5.1.3 Surrounding Area ................................................................................................................ 14 5.1.4 Unmapped Sites .................................................................................................................. 15 5.2 Additional Federal, State, and Local Environmental Records ..................................................... 15 5.2.1 Local Fire Department ......................................................................................................... 15 5.2.2 Local Health Agency ............................................................................................................ 15 5.2.3 Local Property Appraiser ..................................................................................................... 15 5.2.4 Local Building Department .................................................................................................. 15 5.2.5 Local Planning Department ................................................................................................. 16 5.2.6 State Environmental Agency ............................................................................................... 16 2051 5.2.7 State Oil and Gas Agency .................................................................................................... 16 6.0 Site Reconnaissance ........................................................................................................................ 17 6.1 General Characteristics of the Subject Property ......................................................................... 17 6.2 Pits, Ponds, or Lagoons ............................................................................................................... 17 6.3 Stained Soil, Pavement, or Corroded Surfaces ........................................................................... 17 6.4 Stressed Vegetation .................................................................................................................... 17 6.5 Odors ........................................................................................................................................... 17 6.6 Hazardous Substances ................................................................................................................ 17 6.7 Petroleum Products .................................................................................................................... 17 6.8 Storage Tanks .............................................................................................................................. 17 6.9 Unidentified Drums and Containers ........................................................................................... 17 6.10 Solid Waste Disposal ................................................................................................................... 18 6.11 Wastewater Discharges .............................................................................................................. 18 6.12 Sewage Disposal System ............................................................................................................. 18 6.13 Wells ............................................................................................................................................ 18 6.14 Potable Water Supply ................................................................................................................. 18 6.15 Heating and Cooling .................................................................................................................... 18 6.16 Potential PCB-Containing Equipment ......................................................................................... 18 7.0 User Provided Information ............................................................................................................. 19 7.1 Environmental Liens .................................................................................................................... 19 7.2 Activity and Use Limitations ........................................................................................................ 19 7.3 Specialized Environmental Knowledge ....................................................................................... 20 7.4 Valuation Reduction for Environmental Issues ........................................................................... 20 7.5 Commonly Known or Reasonably Ascertainable Information .................................................... 20 7.6 Degree of Obviousness ............................................................................................................... 20 7.7 Previous Reports ......................................................................................................................... 20 8.0 Interviews ........................................................................................................................................ 21 8.1 Owner Interview ......................................................................................................................... 21 8.2 Interviews with Others ................................................................................................................ 21 9.0 Findings and Conclusions ................................................................................................................ 22 10.0 Environmental Professional Statement .......................................................................................... 24 11.0 References ...................................................................................................................................... 25 2052 Figures Figure 1 Site Location Map Figure 2 Site Plan Figure 3 Topographic Map Appendices Appendix i Site Photographs Appendix ii Select Supporting Documents Appendix iii EDR Regulatory Database Report Appendix iv Resume(s) 2053 Sutton Crossings Property Phase I Environmental Site Assessment NGI Project No.: R0789.1 October 18, 2022 Page 1 of 25 1.0 Executive Summary Native Geoscience, Inc. (NGI) has completed a Phase I Environmental Site Assessment (ESA) for EQX-HRP Winter Springs, LLC on the subject property located south of the intersection of State Road 434 and Tuskawilla Road, and north of Michael Blake Boulevard in Winter Springs, Seminole County, Florida. The Phase I ESA was conducted in general conformance with the scope and limitations of American Society for Testing and Materials (ASTM) Practice E1527-13. The objective of the Phase I ESA was to evaluate the subject property for indications of recognized environmental conditions and to assist in satisfying All Appropriate Inquiries (AAI) standards and practices. The subject property consists of three legal parcels totaling approximately 6.24 acres that are identified by the Seminole County Property Appraiser (SCPA) as Parcel Identification Numbers (PINs) 01-21-30-501- 0000-0010 (parcel 1), 26-20-30-5AR-0A00-008D (parcel 2) and 26-20-30-5AR-0A00-008H (parcel 3). Parcel 1 is owned by Patti A. Schoen and is currently undeveloped and heavily wooded. Parcels 2 and 3 are owned by Schrimsher Land Fund and are also heavily wooded. We understand that the proposed roads and rights of way (ROW) separating the parcels are also included within the subject property. Based on review of the Casselberry, Florida Quadrangle Map prepared by the U.S Geological Survey (USGS), the subject property has an elevation of approximately 45 feet above mean sea level (AMSL). The ground surface appears to slope downward to the east, toward Howell Creek which discharges into Lake Jessup to the north. Based on our historical review, the subject property appeared to exist as undeveloped land with a railroad bed for the Seaboard Coast Line trending in a north-south direction in the eastern portion from prior to 1940 until present. Tuskawilla Road was apparent as a dirt road from prior to 1940 until circa 1957 when it appeared paved. Development of the surrounding area appeared to begin in the 1980’s. The railroad line had appeared inactive since at least 1999. The subject property was not identified in the regulatory database report. The subject property is located in an area dominated by commercial and retail development. During the site visit, NGI observed the following land use on properties adjoining the subject property. The north adjoining property (Exxon Mobil Gas Station, formerly 7-Eleven Store No. 34786) was identified in the regulatory database report and is further discussed below. North Adjoining Property (NAP) South Adjoining Property (SAP) East Adjoining Property (EAP) West Adjoining Property (WAP) Exxon Mobil Gas Station and Carwash (1205 State Road 434) [across Michael Blake Boulevard] followed by undeveloped land and The Savoy Gracious Retirement Living (80 Michael Blake Boulevard) [Across State Road 434] Wendy's Restaurant (1218 E State Road 434) Starbucks (1220 E State Road 434) and undeveloped wooded areas. [Across Tuskawilla Road] Lake Jesup Animal Hospital (190 Tuskawilla Road), Wooded Land and Stormwater pond for a commercial plaza. Adjoining Properties 2054 Sutton Crossings Property Phase I Environmental Site Assessment NGI Project No.: R0789.1 October 18, 2022 Page 2 of 25 Findings and Conclusions NGI has completed a Phase I ESA in general conformance with the scope and limitations of American Society for Testing and Materials (ASTM) Practice E1527-13 at the subject property located south of the intersection of State Road 434 and Tuskawilla Road, and north of Michael Blake Boulevard in Winter Springs, Seminole County, Florida. Based solely on the records review, site visit and interviews conducted for this assessment, NGI has not identified Controlled Recognized Environmental Conditions or Historical Recognized Environmental Conditions for the subject property. NGI identified the following Recognized Environmental Conditions for the subject property. • The north adjoining property (Exxon Mobil Gas Station, formerly 7-Eleven Store No. 34786) was identified in the regulatory database report as a Leaking Underground Storage Tank (LUST), Underground Storage Tank (UST), Cleanup Site, and other associated listings. The facility address is 1205 E. State Road 434. According to available documentation, a Discharge Reporting Form (DRF) was filed on May 3, 1993, indicating an unknown amount of free product was found in a monitoring well at the site. A Site Assessment Report (SAR) was submitted July 30, 2013, by Shaw Environmental, Inc. No OVA responses were detected above 0 ppm and no laboratory soil samples contained concentrations above Soil Cleanup Target Levels (SCTLs). Groundwater concentrations above Groundwater Cleanup Target Levels (GCTLs) was not identified with the exception of benzene (4.8 ug/L) in MW-5. Lastly, Shaw measured the groundwater flow direction at the facility to be east to southeast on April 25 and July 15, 2013. This is generally cross-gradient relative to the subject property; however, it could flow through the northeast corner. A Supplemental Site Assessment Report was conducted by Montrose Environmental dated March 24, 2020. During the assessment, Montrose conducted 3 soil borings and collected 2 soil samples from each boring. In addition, Montrose installed two additional monitoring wells and sampled a total of 7 wells (including the two additional wells). According to the report, no soil or groundwater contamination was identified on the site and previously impacted MW-5 exhibited two consecutive clean rounds of groundwater sampling. Therefore, Montrose proposed that the site qualified for No Further Action and is awaiting response from the Florida Department of Environmental Protection (FDEP). Based on the documents reviewed, it appears that the north adjoining property is nearing a Site Rehabilitation Completion Order (SRCO) from the FDEP. However, due to the close proximity of the UST area and previously impacted monitoring well MW-5 to the subject property boundary (on the order of 30 to 50 feet), it is likely that petroleum-impacted groundwater has migrated onto the subject property from this facility. Therefore, this represents a Recognized Environmental Condition. It should be noted that the north adjoining facility is in a State-funded cleanup and assessment program (Petroleum Liability and Restoration Insurance Program – PLRIP). Therefore, petroleum-impacts to the subject property associated with the 1993 discharge would likely be the responsibility of the State. • Historical aerial photographs and topographic maps indicate that a railroad track was present on the subject property in the past. Railroad tracks are frequently sources of contamination due to the presence of railroad ties generally treated with creosote as well as the long-term application 2055 Sutton Crossings Property Phase I Environmental Site Assessment NGI Project No.: R0789.1 October 18, 2022 Page 3 of 25 of hazardous materials (pesticides and herbicides) within the right of way during typical maintenance operations. These materials are known to accumulate in the soil over time. Furthermore, during an interview with the owner Mr. Michael Schrimsher, he stated that he was aware of soil contamination on the subject property. According to Mr. Schrimsher, “soil under the former CSX railroad was contaminated by creosote on wooden railroad ties and herbicide sprayed along railroad tracks.” Therefore, it is our opinion that the former railroad track area represents a Recognized Environmental Condition. NGI identified the following Business Environmental Risk for the subject property. • Town Center S.E.E.D. and Former Central Florida Drum Facility were identified as Brownfields in the vicinity of the subject property. Brownfields are areas of economic blight, often due to known or perceived contamination or environmental issues. The presence of a Brownfield does not indicate the existence of contamination on any certain property, and the other databases searched provide sufficient data to evaluate the subject property and/or adjacent properties for site-specific concerns. 2056 Sutton Crossings Property Phase I Environmental Site Assessment NGI Project No.: R0789.1 October 18, 2022 Page 4 of 25 2.0 Introduction In order to manage environmental risk, it is important for firms involved in the purchasing, leasing, and/or financing of properties to obtain a professional opinion regarding the potential for significant levels of contamination. Such contamination may occur in surface water bodies, soil, and/or groundwater, or within structures on a subject property. Activities carried out for this assessment are directed at providing EQX-HRP Winter Springs, LLC with a professional evaluation of the potential for environmental liabilities on the specific subject property using the methodology described in ASTM E1527-13. 2.1 Objective NGI has conducted a Phase I ESA in general conformance with ASTM E1527-13. The objective of this Phase I ESA is to identify, to the extent feasible pursuant to the process prescribed by the ASTM standard, recognized environmental conditions (RECs) in connection with the property. The Phase I ESA has four components: 1. Records Review, 2. Site Reconnaissance, 3. Interviews, and 4. Report preparation. RECs are defined by ASTM as the presence or likely presence of any hazardous substances or petroleum products on a property under conditions that indicate an existing release, a past release, or a material threat of a release of any hazardous substances or petroleum products into structures on the property or into the ground, groundwater, or surface water of the property. The term includes hazardous substances or petroleum products even under the conditions in compliance with laws. The term is not intended to include de minimis conditions that generally do not present a threat to human health or the environment and that generally would not be the subject of an enforcement action if brought to the attention of appropriate governmental agencies. Conditions determined to be de minimis are not RECs. The ASTM standard also discusses two variations of RECs – a Controlled Recognized Environmental Condition (CREC) and a Historical Recognized Environmental Condition (HREC). These types of RECs are further defined below. A CREC is defined as a recognized environmental condition resulting from a past release of hazardous substances or petroleum products that has been addressed to the satisfaction of the applicable regulatory authority (for example, as evidenced by the issuance of a no further action letter or equivalent, or meeting risk-based criteria established by regulatory authority), with hazardous substances or petroleum products allowed to remain in place subject to the implementation of required controls (for example, property use restrictions, activity and use limitations, institutional controls, or engineering controls). An HREC is defined as a past release of any hazardous substances or petroleum products that has occurred in connection with the property and has been addressed to the satisfaction of the applicable regulatory authority or meeting unrestricted use criteria established by a regulatory authority, without subjecting 2057 Sutton Crossings Property Phase I Environmental Site Assessment NGI Project No.: R0789.1 October 18, 2022 Page 5 of 25 the property to any required controls (for example, property use restrictions, activity and use limitations, institutional controls, or engineering controls). Lastly, the ASTM standard defines a Business Environmental Risk as a risk which can have a material environmental or environmentally driven impact on the business associated with the current or planned use of a parcel of commercial real estate, not necessarily limited to those environmental issues required to be investigated in this practice. 2.2 Limiting Conditions and Data Gaps The findings and conclusions presented in this report are based on procedures described in ASTM Practice E1527-13, inquiries with public agencies, available literature cited in this report, conditions noted at the time of our Phase I ESA, and our interpretation of the information obtained as part of this Phase I ESA. Our findings and conclusions are limited to the specific project and properties described in this report and by the accuracy and completeness of information provided by others. An environmental site assessment cannot wholly eliminate uncertainty regarding the potential for recognized environmental conditions in connection with a property. Performance of this practice is intended to reduce, but not eliminate, uncertainty regarding the potential for recognized environmental conditions in connection with a property within reasonable limits of time and cost. In performing its services, NGI used that degree of care and skill ordinarily exercised under similar circumstances by reputable members of its profession currently practicing in the same locality. No warranty, express or implied, is made. No data gaps were identified during the Phase I ESA process, with the exception of the following: • Historical resources were not readily available for 5-year-or-less intervals. In our opinion, the identified data gap did not affect the environmental professional’s ability to render opinions regarding conditions indicative of a release or threatened release. 2.3 Non-Scope Considerations This assessment did not include non-scope items such as Asbestos-Containing Building Materials, Biological Agents, Cultural and Historic Resources, Ecological Resources, Endangered Species, Health and Safety, Indoor Air Quality unrelated to releases of hazardous substances or petroleum products into the environment, Industrial Hygiene, Lead-Based Paint, Lead in Drinking Water, Mold, Radon, and Regulatory Compliance. 2.4 Reliance This report is for the exclusive use of EQX-HRP Winter Springs, LLC. No other warranty, expressed or implied, is made. NGI is not responsible for any claims, damages, or liability associated with any other third party’s interpretation or reuse of this report without the express written authorization of NGI. 2058 Sutton Crossings Property Phase I Environmental Site Assessment NGI Project No.: R0789.1 October 18, 2022 Page 6 of 25 3.0 Site Description 3.1 Site Location, Description and Current Use The subject property consists of three legal parcels totaling approximately 6.24 acres that are identified by the Seminole County Property Appraiser (SCPA) as Parcel Identification Numbers (PINs) 01-21-30-501- 0000-0010 (parcel 1), 26-20-30-5AR-0A00-008D (parcel 2) and 26-20-30-5AR-0A00-008H (parcel 3). Parcel 1 is owned by Patti A. Schoen and is currently undeveloped and heavily wooded. Parcels 2 and 3 are owned by Schrimsher Land Fund and are also heavily wooded. We understand that the proposed roads and rights of way (ROW) separating the parcels are also included within the subject property. The following figures are included for reference: Figure 1 (Site Location Plan), Figure 2 (Site Plan), and Figure 3 (Topographic Map). 3.1.1 Geology The property is located in Seminole County within the Casselberry-Oviedo-Geneva-Chuluota Hills subdistrict of the Central Lake physiographic district. This area is characterized by variable relief with elevations ranging from 5 to 75 feet above mean sea level. These variations in elevation may be attributed to groundwater solution of carbonate lithology and subsequent subsidence due to karst development. The topography of the area is dominated by numerous, small, closed depressions some of which contain swamps or shallow ponds. The higher elevations can be attributed to ancient marine terraces, beach ridges and dunes. Within the Central Lake district, the uplifted limestones of the Floridan aquifer lie unconformably below surficial sands. This region, consisting of prairies, swamps, and lakes, is the principal recharge area of the Floridan aquifer. The water table aquifer exists unconfined within surficial clastic sediments consisting of unconsolidated sands and semi-consolidated clayey sands. Water wells tapped into the water table aquifer are primarily used for domestic purposes. The intermediate aquifer is represented in the formations of the Hawthorn Group. This aquifer generally supplies water for irrigation wells. The principal aquifer is the Floridan which begins at the top of the Ocala Group and is the source for all major municipal, irrigation, and domestic wells. It has a potentiometric surface of 30 to 40 feet above mean sea level in the area of the property. The aquifer is also connected to the surface waters through sinkhole lakes. These lakes provide a direct passage for surface water recharge of the Floridan aquifer. Based on information obtained from the USDA Natural Resources Conservation Service Web Soil Survey online database, the subject property is mapped as Paolo-St. Lucie sands, Tavares-Millhopper complex and Pomelo fine sands. These soils range from moderately well to excessively drained with depth to groundwater generally ranging from 24 inches to more than 80 inches below natural grade. 3.1.2 Topography and Estimated Groundwater Flow Direction Based on review of the Casselberry, Florida Quadrangle Map prepared by the U.S Geological Survey (USGS), the subject property has an elevation of approximately 45 feet above mean sea level (AMSL). The 2059 Sutton Crossings Property Phase I Environmental Site Assessment NGI Project No.: R0789.1 October 18, 2022 Page 7 of 25 ground surface appears to slope downward to the east, toward Howell Creek which discharges into Lake Jessup to the north. A copy of a recent topographic map is included in Figure 3. We estimate the groundwater flow direction to be similar to the topographic slope of the site and surrounding area. Therefore, groundwater is likely flowing to the east, toward Howell Creek. 3.1.3 Flood Zone Based on review of the National Flood Hazard Map (Community Panel Number 12117C 0160F, dated September 28, 2007) prepared by the Federal Emergency Response Agency (FEMA), the subject property is identified as Zone X (an area of minimal flood risk). A copy of the FEMA National Flood Hazard Map reviewed for this project is included in Appendix ii. 3.1.4 Wetlands Based on review of the National Wetland Inventory map, it appears that wetlands are not present on the subject property. However, a wetland survey should be conducted by an experienced wetland ecologist in order to determine the actual presence and extent of wetlands on the subject property. 3.2 Subject Property Vicinity and Adjoining Properties The subject property is located in an area dominated by commercial and retail development. During the site visit, NGI observed the following land use on properties adjoining the subject property. The north adjoining property (Exxon Mobil Gas Station, formerly 7-Eleven Store No. 34786) was identified in the regulatory database report and is further discussed in Section 5.0. 2060 Sutton Crossings Property Phase I Environmental Site Assessment NGI Project No.: R0789.1 October 18, 2022 Page 8 of 25 4.0 Historical Review The objective of consulting historical sources is to develop a history of the previous uses of the subject property and adjoining properties in order to identify those uses that are likely to have led to recognized environmental conditions in connection with the property. Based on our historical review, the subject property appeared to exist as undeveloped land with a railroad bed for the Seaboard Coast Line trending in a north-south direction in the eastern portion from prior to 1940 until present. Tuskawilla Road was apparent as a dirt road from prior to 1940 until circa 1957 when it appeared paved. Development of the surrounding area appeared to begin in the 1980’s. The railroad line had appeared inactive since at least 1999. 4.1 Aerial Photographs NGI obtained available aerial photographs of the subject property and surrounding areas from Environmental Data Resources (EDR) dated September 21, 2022 (included in Appendix ii). The following observations were noted to be visible on the subject property and adjoining properties during the aerial photograph review: Date Scale Quality Observations 1940 1"=500' Moderate Subject Property: Undeveloped native pastureland. A possible railroad is located on the east portion of the site. NAP: Undeveloped land followed by State Road 434. SAP: Undeveloped native pastureland with sporadic trees throughout. EAP: State Road 434 followed by undeveloped native pastureland. WAP: Tuskawilla Road (unpaved) followed by undeveloped native pastureland. 1948 1"=500' Moderate Subject Property: No significant changes. NAP: No significant changes visible. SAP: No significant changes visible. EAP: No significant changes visible. WAP: Increased tree canopy. 1952 1"=500' Moderate Subject Property: No significant changes visible. NAP: No significant changes visible. SAP: No significant changes visible. EAP: No significant changes visible. WAP: No significant changes visible. 1957 1"=500' Moderate Subject Property: Increased tree canopy. NAP: No significant changes visible. SAP: Pastureland cleared, and structures are visible along Tuskawilla Road. EAP: No significant changes visible. WAP: Tuskawilla Road appears paved. 2061 Sutton Crossings Property Phase I Environmental Site Assessment NGI Project No.: R0789.1 October 18, 2022 Page 9 of 25 1969 1"=500' Poor Subject Property: No significant changes visible. NAP: Increased tree canopy. SAP: No significant changes visible. EAP: No significant changes visible. WAP: No significant changes visible. 1972 1"=500' Poor Subject Property: No significant changes visible. NAP: No significant changes visible. SAP: No significant changes visible. EAP: No significant changes visible. WAP: No significant changes visible. 1977 1"=500' Poor Subject Property: Increased tree canopy, covering majority of the site. NAP: Increased tree canopy, covering majority of the property. SAP: Additional structures appear along Tuskawilla Road. EAP: No significant changes visible. WAP: Increased tree canopy, covering majority of the property. 1980 1"=500' Good Subject Property: No significant changes visible. NAP: No significant changes visible. SAP: No significant changes visible. EAP: No significant changes visible. WAP: Residential structures appear beyond Tuskawilla Road. 1986 1"=500' Good Subject Property: No significant changes visible. NAP: No significant changes visible. SAP: No significant changes visible. EAP: No significant changes visible. WAP: Additional residential structures visible beyond Tuskawilla Road. 1993 1"=500' Good Subject Property: No significant changes visible. NAP: Gas station visible. SAP: No significant changes visible. EAP: No significant changes visible. WAP: No significant changes visible. 1994 1"=500' Moderate Subject Property: No significant changes visible. NAP: No significant changes visible. SAP: No significant changes visible. EAP: No significant changes visible. WAP: No significant changes visible. 1999 1"=500' Poor Subject Property: No significant changes visible. NAP: State Road 434 widened. SAP: No significant changes visible. EAP: No significant changes visible. WAP: No significant changes visible. 2062 Sutton Crossings Property Phase I Environmental Site Assessment NGI Project No.: R0789.1 October 18, 2022 Page 10 of 25 2007 1"=500' Moderate Subject Property: No significant changes visible. NAP: No significant changes visible. SAP: No significant changes visible. EAP: No significant changes visible. WAP: Newly constructed building located across Tuskawilla Road. 2010 1"=500' Good Subject Property: No significant changes visible. NAP: No significant changes visible. SAP: No significant changes visible. EAP: No significant changes visible. WAP: No significant changes visible. 2013 1"=500' Good Subject Property: No significant changes visible. NAP: No significant changes visible. SAP: No significant changes visible. EAP: No significant changes visible. WAP: No significant changes visible. 2017 1"=500' Good Subject Property: No significant changes visible. NAP: No significant changes visible. SAP: No significant changes visible. EAP: Property cleared and under construction across State Road 434. WAP: No significant changes visible. No observations of environmental concern were made during our aerial photograph review with the exception of the gas station located on the north adjoining property. 4.2 Fire Insurance Maps NGI reviewed the collection of Sanborn Fire insurance maps from EDR dated September 20, 2022. Sanborn map coverage was not available for the subject property and its vicinity. A copy of the EDR’s “Certified Sanborn® Map Report” is included in Appendix ii. 4.3 City Directories NGI reviewed historical city directories obtained from EDR dated September 22, 2022, for past names and businesses that were listed for the subject property and adjoining properties. City Directories were reviewed for various years from 1940 through 2017. Since the subject property is not addressed, it was not listed in the city directories reviewed. Below are the listings for the adjoining properties. Adjoining properties were not listed in City Directories prior to 1992. 2063 Sutton Crossings Property Phase I Environmental Site Assessment NGI Project No.: R0789.1 October 18, 2022 Page 11 of 25 Adjoining Property Addresses Year Listing 1992 NAP: No Listings SAP: No Listings EAP: No Listings WAP: Edward W Griffith (190 Tuskawilla Road) 1995 NAP: No Listings SAP: No Listings EAP: No Listings WAP: No Listings 2000 NAP: Mobile Orlando Jawad Incorporated (1205 E State Road 434) SAP: No Listings EAP: No Listings WAP: Edward W Griffith; Lake Jesup Animal Hospital (190 Tuskawilla Road) 2005 NAP: Exxon Mobile Oil Corp (1205 E State Road 434) SAP: No Listings EAP: No Listings WAP: Edward W Griffith DVM; Lake Jesup Animal Hospital (190 Tuskawilla Road) 2010 NAP: No Listings SAP: No Listings EAP: No Listings WAP: Lake Jesup Animal Hospital (190 Tuskawilla Road) 2014 NAP: Winter Springs Mobil (1205 E State Road 434) SAP: No Listings EAP: No Listings WAP: Edward W Griffith DVM VET; Lake Jesup Animal Hospital (190 Tuskawilla Road) 2017 NAP: 7 Eleven; Mobil (1205 E State Road 434) SAP: No Listings EAP: No Listings WAP: Edward W Griffith DVM; Lake Jesup Animal Hospital (190 Tuskawilla Road) No listings of environmental concern were identified during our city directory search with the exception of the gas station located on the north adjoining property (1205 E. State Road 434). This facility is further discussed in Section 5.0. 4.4 Historical Topographic Maps NGI reviewed historical topographic maps obtained from EDR dated September 20, 2022 (included in Appendix ii). The following observations were noted to be depicted on the subject property and adjoining properties during the topographic map review: 2064 Sutton Crossings Property Phase I Environmental Site Assessment NGI Project No.: R0789.1 October 18, 2022 Page 12 of 25 Date Observations 1962 Subject Property: Undeveloped pastureland and Atlantic Coast Railroad Line depicted. NAP: Undeveloped pastureland followed by State Road 434. SAP: Undeveloped pastureland, a structure, and Atlantic Coast Railroad Line depicted. EAP: Undeveloped pastureland depicted. WAP: Tuskawilla Road followed by undeveloped land depicted. 1970 Subject Property: No significant changes visible. Name of railroad appears as Seaboard Coast Line. NAP: No significant changes visible. SAP: More structures depicted. EAP: No significant changes visible. WAP: No significant changes visible. 1972 Subject Property: No significant changes visible. NAP: No significant changes visible. SAP: No significant changes visible. EAP: No significant changes visible. WAP: No significant changes visible. 1980 Subject Property: No significant changes visible. NAP: No significant changes visible. SAP: No significant changes visible. EAP: No significant changes visible. WAP: Residential roads and structures depicted across Tuskawilla Road. 1994 Subject Property: No significant changes visible. NAP: Likely gas station depicted. SAP: No significant changes visible. EAP: No significant changes visible. WAP: Additional structures depicted. 2012 Subject Property: No structures, railroads, or individual building footprints are depicted. NAP: No structures, railroads, or individual building footprints are depicted. SAP: No structures, railroads, or individual building footprints are depicted. EAP: No structures or individual building footprints are depicted. WAP: No structures or individual building footprints are depicted. 2015 Subject Property: No significant changes visible. NAP: No significant changes visible. SAP: No significant changes visible. EAP: No significant changes visible. WAP: No significant changes visible. 2018 Subject Property: No significant changes visible. NAP: No significant changes visible. SAP: No significant changes visible. EAP: No significant changes visible. WAP: No significant changes visible. No observations of environmental concern were made during our topographic map review with the exception of the gas station located on the north adjoining property. 2065 Sutton Crossings Property Phase I Environmental Site Assessment NGI Project No.: R0789.1 October 18, 2022 Page 13 of 25 5.0 Records Review 5.1 Regulatory Report NGI obtained regulatory database information pertaining to the subject property and surrounding area from Environmental Data Resources, Inc. (EDR) dated September 20, 2022. The EDR report is a compilation of records of facilities that are included on current federal and state environmental regulatory databases. The databases were searched based on the specified minimum search distances from the Site as established by ASTM Practice E1527-13. A copy of the EDR report is attached in Appendix iii. We reviewed the EDR report to identify records that indicate known or potential recognized environmental conditions on the subject property and/or surrounding area and to evaluate the likelihood for those recognized environmental conditions to impact the subject property based on the information obtained in this Phase I ESA. Further discussion of specific listings is provided below. 5.1.1 Subject Property Listings The subject property is not listed in the EDR regulatory report. 5.1.2 Adjoining Property Listings The north adjoining property (Exxon Mobil Gas Station, formerly 7-Eleven Store No. 34786) was identified in the regulatory database report as a Leaking Underground Storage Tank (LUST), Underground Storage Tank (UST), Cleanup Site, and other associated listings. The facility address is 1205 E. State Road 434. According to available documentation, a Discharge Reporting Form (DRF) was filed on May 3, 1993, indicating an unknown amount of free product was found in a monitoring well at the site. A Site Assessment Report (SAR) was submitted July 30, 2013, by Shaw Environmental, Inc. No OVA responses were detected above 0 ppm and no laboratory soil samples contained concentrations above Soil Cleanup Target Levels (SCTLs). Groundwater concentrations above Groundwater Cleanup Target Levels (GCTLs) were not identified with the exception of benzene (4.8 ug/L) in MW-5. Lastly, Shaw measured the groundwater flow direction at the facility to be east to southeast on April 25 and July 15, 2013. This is generally cross to up-gradient relative to the subject property. A Supplemental Site Assessment Report was conducted by Montrose Environmental (Montrose) dated March 24, 2020. During the assessment, Montrose conducted 3 soil borings and collected 2 soil samples from each boring. In addition, Montrose installed two additional monitoring wells and sampled a total of 7 wells (including the two additional wells). According to the report, no soil or groundwater contamination was identified on the site and previously impacted MW-5 exhibited two consecutive clean rounds of groundwater sampling. Therefore, Montrose proposed that the site qualified for No Further Action and is awaiting response from the Florida Department of Environmental Protection (FDEP). Based on the documents reviewed, it appears that the north adjoining property is nearing a Site Rehabilitation Completion Order (SRCO) from the FDEP. However, due to the close proximity of the UST area and previously impacted monitoring well MW-5 to the subject property boundary (on the order of 30 to 50 feet), it is likely that petroleum-impacted groundwater has migrated onto the subject property 2066 Sutton Crossings Property Phase I Environmental Site Assessment NGI Project No.: R0789.1 October 18, 2022 Page 14 of 25 from this facility. Therefore, this represents a Recognized Environmental Condition. It should be noted that the north adjoining facility is in a State-funded cleanup and assessment program (Petroleum Liability and Restoration Insurance Program – PLRIP). Therefore, petroleum-impacts to the subject property associated with the 1993 discharge would likely be the responsibility of the State. Portions of the above-referenced site assessment reports are included in Appendix ii. 5.1.3 Surrounding Area We reviewed the EDR report for facilities located beyond adjoining properties that may indicate a release or likely release of hazardous substances and/or petroleum products that may impact the subject property. Handy Way Food Store #3333, located at 170 Tuskawilla Road, approximately 375 feet northwest of the subject property is listed as a LUST and UST facility in the regulatory report. According to available documents, the facility originally utilized three 10,000-gallon steel USTs installed in May 1982. The tanks reportedly contained leaded gasoline, unleaded gasoline, and gasohol. The three USTs were moved and updated in 1990 and all tanks were converted to unleaded gasoline at that time. Widening of State Road 434 and Tuskawilla Road began in 1994 and portions of the Handy Way property in the northeast and southeast were acquired for the rights of way. In 1997, the USTs were moved to the southwest side of the property and reduced to two tanks containing unleaded gasoline. Prior to the 1990 tank update, a Discharge Notification Form and Early Detection Incentive (EDI) Program Notification Application was submitted indicating that odor or visible signs of contamination were present. However, the cause of the leak, the type of pollutant discharged, and the estimated number of gallons lost were unknown. The FDEP provided formal notification that the facility was eligible for state funding under the EDI Program on March 21, 1988. Since then, a number of assessments and source removal projects have been performed, including a Contamination Assessment Report prepared by Rust Environmental & Infrastructure Inc. dated July 12, 1996. The report documented petroleum contamination in soil and groundwater as well as the groundwater flow direction to vary from northerly to easterly. Recently, a Remedial Action Interim Report was prepared by AECOM dated August 24, 2012. According to the report, no contaminated soil was found, and one out of eight monitoring wells contained an exceedance of Naphthalene above the FDEP Groundwater Cleanup Target Level. The facility then entered a Natural Attenuation Monitoring (NAM) Program. Quarterly groundwater sampling was conducted in October 2012 and January 2013. According to the NAM Quarterly Reports prepared by AECOM, none of the contaminants were found to exceed the GCTLs and the facility was recommended for No Further Action. The FDEP agreed with the findings and issued a Site Rehabilitation Completion Order (SRCO) on October 2, 2013. Based on the cleanup status of the facility, the distance from the subject property, and the northerly to easterly groundwater flow direction (cross-gradient or away from the subject property), it is our opinion that this facility does not represent a Recognized Environmental Condition. A copy of the last NAM Quarterly Report and the SCRO are included in Appendix ii. Town Center S.E.E.D. and Former Central Florida Drum Facility were identified as Brownfields in the vicinity of the subject property. Brownfields are areas of economic blight, often due to known or perceived 2067 Sutton Crossings Property Phase I Environmental Site Assessment NGI Project No.: R0789.1 October 18, 2022 Page 15 of 25 contamination or environmental issues. The presence of a Brownfield does not indicate the existence of contamination on any certain property, and the other databases searched provide sufficient data to evaluate the subject property and/or adjacent properties for site-specific concerns. Based on factors that include regulatory status, distance from the Site, and/or location relative to the regional groundwater flow direction, as referenced in Section 3.1.2, no other facilities are identified in the EDR report that warrant further consideration as potential recognized environmental conditions. 5.1.4 Unmapped Sites The EDR report identified one unmapped site due to poor or inadequate address information (Upright Recycling/Bruce G Beck). Further research indicates that the site is more than 2 miles from the subject property and beyond the ASTM search radius. 5.2 Additional Federal, State, and Local Environmental Records 5.2.1 Local Fire Department NGI requested files from the Seminole County Fire Department relating to possible past releases of petroleum products or hazardous materials on the subject property. At the time this report was finalized, NGI had not received a response. 5.2.2 Local Health Agency NGI reviewed available online sources and was unable to identify documentation for water wells or septic tanks on the subject property through the Seminole County Health Department. 5.2.3 Local Property Appraiser According to records reviewed, the subject property consists of three legal parcels totaling approximately 6.24 acres that are identified by the Seminole County Property Appraiser (SCPA) as Parcel Identification Numbers (PINs) 01-21-30-501-0000-0010 (parcel 1), 26-20-30-5AR-0A00-008D (parcel 2) and 26-20-30- 5AR-0A00-008H (parcel 3). Parcel 1 is owned by Patti A. Schoen and is currently undeveloped and heavily wooded. Parcels 2 and 3 are owned by Schrimsher Land Fund and are also heavily wooded. We understand that the proposed roads and rights of way (ROW) separating the parcels are also included within the subject property. Copies of the Property Record Cards are included in Appendix ii. 5.2.4 Local Building Department NGI conducted a review of the City of Winter Springs Building Services Division online permitting system and found multiple building permits on site relating to site signs dated May 1, 1995 and May 5, 2004. It should be noted that three permits were associated with Parcel 3; however, they appear to be associated with the construction on the south adjoining property. 2068 Sutton Crossings Property Phase I Environmental Site Assessment NGI Project No.: R0789.1 October 18, 2022 Page 16 of 25 5.2.5 Local Planning Department Review of the City of Winter Springs Zoning Map indicates that the subject property is zoned T-C for Town Center District. 5.2.6 State Environmental Agency NGI was directed to FDEP’s online document management system (OCULUS) for information regarding the facilities identified in the EDR regulatory database report. 5.2.7 State Oil and Gas Agency Based on review of the Florida Geological Survey’s Regional Oil & Gas Well Location Online Map, no oil or gas wells are located on or adjacent to the subject property. 2069 Sutton Crossings Property Phase I Environmental Site Assessment NGI Project No.: R0789.1 October 18, 2022 Page 17 of 25 6.0 Site Reconnaissance Mr. Clinton Wilhelm conducted a site reconnaissance for NGI on October 11, 2022. At the time of the reconnaissance, the weather was sunny and warm. Photographs taken during our site visit are included in Appendix i. 6.1 General Characteristics of the Subject Property The subject property is currently undeveloped and heavily wooded with an old railroad bed trending north-south in the eastern portion. 6.2 Pits, Ponds, or Lagoons No pits, ponds, or lagoons were observed on the subject property during our site reconnaissance. 6.3 Stained Soil, Pavement, or Corroded Surfaces No stained soil, pavement, or corroded surfaces were observed on the subject property during our site reconnaissance. 6.4 Stressed Vegetation No stressed vegetation was observed on the subject property during our site reconnaissance. 6.5 Odors No odors indicative of the presence of petroleum products or hazardous materials were observed on the subject property during our site reconnaissance. 6.6 Hazardous Substances No hazardous substances were observed on the subject property during our site reconnaissance. 6.7 Petroleum Products No petroleum products were observed on the subject property during our site reconnaissance. 6.8 Storage Tanks No storage tanks were observed on the subject property during our site reconnaissance. 6.9 Unidentified Drums and Containers No unidentified drums and containers were observed on the subject property during our site reconnaissance. 2070 Sutton Crossings Property Phase I Environmental Site Assessment NGI Project No.: R0789.1 October 18, 2022 Page 18 of 25 6.10 Solid Waste Disposal No solid waste was observed to be disposed of on-site during our site reconnaissance. 6.11 Wastewater Discharges No wastewater discharges were observed on the subject property during our site reconnaissance. 6.12 Sewage Disposal System No septic systems were observed on the property during our site reconnaissance. 6.13 Wells No wells were observed on the subject property during our site reconnaissance. 6.14 Potable Water Supply No indication of potable water supply was observed on the subject property during our site reconnaissance. 6.15 Heating and Cooling No heating or cooling systems were observed on the subject property during our site reconnaissance. 6.16 Potential PCB-Containing Equipment No potential PCB-containing equipment was observed on the subject property during our site reconnaissance. 2071 Sutton Crossings Property Phase I Environmental Site Assessment NGI Project No.: R0789.1 October 18, 2022 Page 19 of 25 7.0 User Provided Information The purpose of this section is to describe tasks to be performed by the “User.” The “User” as defined by ASTM Practice E1527-13, is “the party seeking to use ASTM Practice E1527-13 to complete an environmental site assessment of the property. A User may include, without limitation, a potential purchaser of property, a potential tenant of property, an owner of property, a lender, or a property manager.” As stated in 40 CFR 312 (the rule), the Brownfields Amendments provide important liability protections for Users who qualify as contiguous property owners, bona fide prospective purchasers, or innocent landowners. To meet the statutory requirements for any of these Landowner Liability Protections (LLPs), a User must meet certain threshold requirements and satisfy certain continuing obligations. To qualify as one of the three LLPs, the User must perform “all appropriate inquiries” (AAI) on or before the date on which the User acquired the Site. The rule defines AAI, which includes inquiries and activities performed by the User and an Environmental Professional (EP). The rule allows (but does not mandate) the User performing AAI to conduct inquiries or activities that may include searches for environmental liens, assessments of any specialized knowledge on the part of the User, an assessment of commonly known or reasonably ascertainable information about the Site, and an assessment of the relationship of the purchase price to fair market value. However, if the User performing AAI conducts one or more of these inquiries and/or activities, the rule allows (but does not mandate) that the User may communicate information gathered from these inquiries and/or activities to their EP to identify a possible recognized environmental condition. NGI provided a User Questionnaire to the Client as a means to communicate information gathered from these inquiries and/or activities to the EP. Mr. Ryan Stahl returned the completed questionnaire to NGI dated September 16, 2022, on behalf of EQX-HRP Winter Springs, LLC. User-supplied information is discussed in the following sections. A copy of the completed User Questionnaire is provided in Appendix ii. 7.1 Environmental Liens An environmental lien is a charge, security, or encumbrance, upon title to the subject property to secure the payment of a cost, damage, debt, obligation, or duty arising out of response actions, cleanup, or other remediation of environmental issues at the property. The User was not aware of any environmental cleanup liens against the property that are filed or recorded under federal, tribal, state or local law. 7.2 Activity and Use Limitations Activity and Use Limitations (AULs) are legal or physical restrictions or limitations on the use of, or access to, a property to reduce or eliminate potential exposure to hazardous substances or petroleum products in the soil, soil vapor, groundwater, and/or surface water on the property or to prevent activities that could interfere with the effectiveness of a response action, in order to ensure maintenance of a condition of no significant risk to public health or the environment. AULs, which may include institutional and/or 2072 Sutton Crossings Property Phase I Environmental Site Assessment NGI Project No.: R0789.1 October 18, 2022 Page 20 of 25 engineering controls, are intended to prevent adverse impacts to individuals or populations that may be exposed to hazardous substances and petroleum products in the soil, groundwater, and/or surface water on the property. The User was aware of an AUL relating to city use restrictions. At this time no further information was provided. 7.3 Specialized Environmental Knowledge Specialized environmental knowledge includes any information and/or experience related to the subject property or adjoining properties including, but not limited to, any obvious indicators that point to the presence or likely presence of environmental issues at the subject property. The User has specialized knowledge of nearby properties associated with their development of the Winter Springs Marketplace located northwest of the subject property. 7.4 Valuation Reduction for Environmental Issues Valuation reduction for environmental issues includes the relationship of the purchase price to the fair market value of the subject property. According to the User, the purchase price being paid for this property reasonably reflects the fair market value of the property. 7.5 Commonly Known or Reasonably Ascertainable Information Commonly known or reasonable ascertainable information includes information about the subject property that generally is known to the public within the community where the property is located and can be easily sought and found from individuals familiar with the property or from easily attainable public sources of information. The User was not aware of commonly known or reasonably ascertainable information about the subject property that would help the environmental professional to identify conditions indicative of releases or threatened releases. 7.6 Degree of Obviousness The User must consider the degree of obviousness of the presence or likely presence of releases or threatened releases at the subject property and the ability to detect releases or threatened releases by appropriate investigation. The User was not aware of any obvious indicators that point to the presence or likely presence of contamination at the subject property. 7.7 Previous Reports NGI was not provided with previous reports for this assessment. 2073 Sutton Crossings Property Phase I Environmental Site Assessment NGI Project No.: R0789.1 October 18, 2022 Page 21 of 25 8.0 Interviews 8.1 Owner Interview An interview questionnaire was completed by Ms. Patti Ann Schoen (the subject property owner) on September 17, 2020. On October 17, 2022, NGI received an email response from Ms. Kristin Banks with EQX-HRP Winter Springs, LLC stating that the Schoens confirmed the answers to the 2020 questionnaire were still accurate. Ms. Schoen stated that she has been involved with the property since December 7, 1971 as the owner. She stated that the property was gifted to her when she was 20 years old and has no prior knowledge of the property. She stated that she was not aware of any wells or septic systems on the property. She stated that she was not aware of any pending, threatened, or past litigation relevant to hazardous substances or petroleum products in, on, or from the subject property; any pending, threatened, or past administrative proceedings relevant to hazardous substances or petroleum products in, on, or from the subject property; or any notices from a governmental entity regarding any possible violation of environmental laws or possible liability relating to hazardous substances or petroleum products. Lastly, Ms. Schoen stated that she was not aware of any current or past above or below ground storage tanks containing hazardous material or petroleum products on the property nor was she aware of any soil or groundwater contamination on the subject property. An interview questionnaire was completed by Mr. Michael A. Schrimsher on behalf of Schrimsher Land Fund (the subject property owner) on October 12, 2022. Mr. Schrimsher stated that he has been involved with the property since 1985-1986 as the property manager. According to Mr. Schrimsher, the subject property has been occupied by vacant wooded land except for the former railroad track. He stated that he was not aware of any wells or septic systems on the property. He stated that he was not aware of any pending, threatened, or past litigation relevant to hazardous substances or petroleum products in, on, or from the subject property; any pending, threatened, or past administrative proceedings relevant to hazardous substances or petroleum products in, on, or from the subject property; or any notices from a governmental entity regarding any possible violation of environmental laws or possible liability relating to hazardous substances or petroleum products. Mr. Schrimsher stated that he was not aware of any current or past above or below ground storage tanks containing hazardous material or petroleum products on the property. However, he was aware of soil contamination on the subject property. According to Mr. Schrimsher, “soil under the former CSX railroad was contaminated by creosote on wooden railroad ties and herbicide sprayed along railroad tracks.” Lastly, Mr. Schrimsher stated that he was not aware of cattle dipping vats on the subject property, but he was aware that there were cattle operations on the nearby Plante property. Copies of the Owner Questionnaires and confirmation email are provided in Appendix ii. 8.2 Interviews with Others No other interviews were conducted for this assessment. 2074 Sutton Crossings Property Phase I Environmental Site Assessment NGI Project No.: R0789.1 October 18, 2022 Page 22 of 25 9.0 Findings and Conclusions NGI has completed a Phase I ESA in general conformance with the scope and limitations of American Society for Testing and Materials (ASTM) Practice E1527-13 at the subject property located south of the intersection of State Road 434 and Tuskawilla Road, and north of Michael Blake Boulevard in Winter Springs, Seminole County, Florida. Based solely on the records review, site visit and interviews conducted for this assessment, NGI has not identified Controlled Recognized Environmental Conditions or Historical Recognized Environmental Conditions for the subject property. NGI identified the following Recognized Environmental Conditions for the subject property. • The north adjoining property (Exxon Mobil Gas Station, formerly 7-Eleven Store No. 34786) was identified in the regulatory database report as a Leaking Underground Storage Tank (LUST), Underground Storage Tank (UST), Cleanup Site, and other associated listings. The facility address is 1205 E. State Road 434. According to available documentation, a Discharge Reporting Form (DRF) was filed on May 3, 1993, indicating an unknown amount of free product was found in a monitoring well at the site. A Site Assessment Report (SAR) was submitted July 30, 2013, by Shaw Environmental, Inc. No OVA responses were detected above 0 ppm and no laboratory soil samples contained concentrations above Soil Cleanup Target Levels (SCTLs). Groundwater concentrations above Groundwater Cleanup Target Levels (GCTLs) was not identified with the exception of benzene (4.8 ug/L) in MW-5. Lastly, Shaw measured the groundwater flow direction at the facility to be east to southeast on April 25 and July 15, 2013. This is generally cross-gradient relative to the subject property; however, it could flow through the northeast corner. A Supplemental Site Assessment Report was conducted by Montrose Environmental dated March 24, 2020. During the assessment, Montrose conducted 3 soil borings and collected 2 soil samples from each boring. In addition, Montrose installed two additional monitoring wells and sampled a total of 7 wells (including the two additional wells). According to the report, no soil or groundwater contamination was identified on the site and previously impacted MW-5 exhibited two consecutive clean rounds of groundwater sampling. Therefore, Montrose proposed that the site qualified for No Further Action and is awaiting response from the Florida Department of Environmental Protection (FDEP). Based on the documents reviewed, it appears that the north adjoining property is nearing a Site Rehabilitation Completion Order (SRCO) from the FDEP. However, due to the close proximity of the UST area and previously impacted monitoring well MW-5 to the subject property boundary (on the order of 30 to 50 feet), it is likely that petroleum-impacted groundwater has migrated onto the subject property from this facility. Therefore, this represents a Recognized Environmental Condition. It should be noted that the north adjoining facility is in a State-funded cleanup and assessment program (Petroleum Liability and Restoration Insurance Program – PLRIP). Therefore, petroleum-impacts to the subject property associated with the 1993 discharge would likely be the responsibility of the State. • Historical aerial photographs and topographic maps indicate that a railroad track was present on the subject property in the past. Railroad tracks are frequently sources of contamination due to the presence of railroad ties generally treated with creosote as well as the long-term application 2075 Sutton Crossings Property Phase I Environmental Site Assessment NGI Project No.: R0789.1 October 18, 2022 Page 23 of 25 of hazardous materials (pesticides and herbicides) within the right of way during typical maintenance operations. These materials are known to accumulate in the soil over time. Furthermore, during an interview with the owner Mr. Michael Schrimsher, he stated that he was aware of soil contamination on the subject property. According to Mr. Schrimsher, “soil under the former CSX railroad was contaminated by creosote on wooden railroad ties and herbicide sprayed along railroad tracks.” Therefore, it is our opinion that the former railroad track area represents a Recognized Environmental Condition. NGI identified the following Business Environmental Risk for the subject property. • Town Center S.E.E.D. and Former Central Florida Drum Facility were identified as Brownfields in the vicinity of the subject property. Brownfields are areas of economic blight, often due to known or perceived contamination or environmental issues. The presence of a Brownfield does not indicate the existence of contamination on any certain property, and the other databases searched provide sufficient data to evaluate the subject property and/or adjacent properties for site-specific concerns. 2076 Sutton Crossings Property Phase I Environmental Site Assessment NGI Project No.: R0789.1 October 18, 2022 Page 24 of 25 10.0 Environmental Professional Statement The consultant(s) listed below declare that, to the best of their professional knowledge and belief, meet the definition of Environmental Professional as defined in Section 312.10 of 40 CFR 312 and have the specific qualifications based on education, training, and experience to assess a property of the nature, history, and setting of the subject property. The all appropriate inquiries have been performed in conformance with the standards and practices set forth in 40 CFR Part 312. We appreciate the opportunity to be of service to you on this project and look forward to a continued relationship. Should you have any questions or concerns regarding this report, please feel free to call us at (407) 342-1443. Sincerely, Native Geoscience, Inc. John C. Diehl, Jr. Principal Geologist 2077 Sutton Crossings Property Phase I Environmental Site Assessment NGI Project No.: R0789.1 October 18, 2022 Page 25 of 25 11.0 References American Society for Testing and Materials, Standard Practice for Environmental Site Assessments: Phase I Environmental Site Assessment Process, ASTM Designation: E1527-13. Environmental Data Resources (EDR), Certified Sanborn® Map Report, September 20, 2022. EDR, EDR Historical Topographic Map Report with QuadMatch™, September 20, 2022. EDR, The EDR Aerial Photo Decade Package, September 21, 2022. EDR, The EDR-City Directory Image Report, September 22, 2022. EDR, The EDR Radius Map™ Report with GeoCheck®, September 20, 2022. Federal Emergency Management Agency, Federal Insurance Administration, National Flood Insurance Program, Flood Insurance Map, accessed via internet, October 2022. Florida Department of Environmental Protection, Map Direct Application (Groundwater Delineation Map). Available on-line at: https://ca.dep.state.fl.us/mapdirect/?focus=grndwtr_dl. OCULUS Electronic Document Management System, FDEP Regulatory Files Review for Storage Tanks, Hazardous Waste, Solid Waste and Waste Cleanup Program Areas. Available on-line at: https://depedms.dep.state.fl.us/Oculus/servlet/login. United States Department of Agriculture, Natural Resources Conservation Service, Web Soil Survey, accessed via the internet, October 2022. United States Geological Survey Topographic Map, 7.5-minute series Casselberry (NE), Florida, accessed via internet, October 2022. 2078 Figures 2079 Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P,NRCan, Esri Japan, METI, Esri China (Hong Kong), Esri Korea, Esri(Thailand), NGCC, (c) OpenStreetMap contributors, and the GIS UserCommunity 0 0.50.25 Miles Site Location Map FIGURE:1 Phase I Environmental Site AssessmentSutton Crossings PropertyWinter Springs, Seminole County, FL Project No:R0789.1 Date:10/5/22 2014 Edgewater Drive, #246 Orlando, Florida 32804 (407) 342-1443 Notes: Property boundary approximated from the Site Plan provided by The Client. Approximate Subject Property Boundary Legend: 2080 Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/AirbusDS, USDA, USGS, AeroGRID, IGN, and the GIS User Community0200100Feet Site Plan Phase I Environmental SiteAssessmentSutton Crossings PropertyWinter Springs, Seminole County, FL Project No:R0789.1 Date:10/5/22 2014 Edgewater Drive, #246 Orlando, Florida 32804 (407) 342-1443 Notes: Legend: Heavily Wooded Exxon MobilGas Station Property boundary approximated from the Site Planprovide by The Client. Approximate Subject Property Boundary Lake JessupAnimal Hospital Undeveloped Commercial Plaza(Under Construction) State R oad 434 State R oad 434 Tuskawilla Road Tuskawilla Road M i c h a e l B l a k e B o u l e v a r dMichael B l a k e B o u l e v a r d Wendy'sRestaurant StarbucksRestaurant RetirementCommunity FIGURE:2 Former Railroad Track Undeveloped 2081 0 1,000500Feet Topographic Map Phase I Environmental Site AssessmentSutton Crossings PropertyWinter Springs, Seminole County, FL Project No:R0789.1 Date:10/5/22 2014 Edgewater Drive, #246 Orlando, Florida 32804 (407) 342-1443 Notes: Legend: Topographic map courtesy of the U.S. GeologicalSurvey, Casselberry (NE) quadrangle map. Approximate Subject Property Boundary FIGURE:3 2082 Appendix i 2083 Appendix i: Site Photographs Project No. R0789.1 1. Typical view of the subject property. 2. Typical view of the subject property. 2084 Appendix i: Site Photographs Project No. R0789.1 3. Exxon/Mobil Gas Station located on the north adjoining property. 4. View of Michael Blake Boulevard located on the south adjoining property. 2085 Appendix i: Site Photographs Project No. R0789.1 5. Typical view of the multi-family senior residential development on the south adjoining property (across Michael Blake Boulevard). 6. View of the raised easement for possible historical train tracks along the eastern portion of the subject property. 2086 Appendix i: Site Photographs Project No. R0789.1 7. Tuskawilla Road followed by Lake Jesup Animal Hospital and commercial shopping plaza to the west. 8. Tuskawilla Road followed by Milky Way residential street to the west. 2087 Appendix i: Site Photographs Project No. R0789.1 9. View of State Road 434 followed by Starbucks located northeast of the subject property. 10. View of State Road 434 followed by multi-family residential development located east of the subject property. 2088 Appendix ii 2089 The EDR Aerial Photo Decade Package Sutton Crossing Tuskawilla Rd & FL 434 Winter Springs, FL 32708 Inquiry Number: September 21, 2022 7123398.8 6 Armstrong Road, 4th floor Shelton, CT 06484 Toll Free: 800.352.0050 www.edrnet.com 2090 2017 1"=500'Flight Year: 2017 USDA/NAIP 2013 1"=500'Flight Year: 2013 USDA/NAIP 2010 1"=500'Flight Year: 2010 USDA/NAIP 2007 1"=500'Flight Year: 2007 USDA/NAIP 1999 1"=500'Acquisition Date: January 01, 1999 USGS/DOQQ 1994 1"=500'Acquisition Date: March 11, 1994 USGS/DOQQ 1993 1"=500'Flight Date: February 19, 1993 USGS 1986 1"=500'Flight Date: January 06, 1986 USGS 1980 1"=500'Flight Date: April 16, 1980 USGS 1977 1"=500'Flight Date: November 27, 1977 USGS 1972 1"=500'Flight Date: February 23, 1972 USDA 1969 1"=500'Flight Date: October 14, 1969 USGS 1957 1"=500'Flight Date: November 02, 1957 USGS 1952 1"=500'Flight Date: March 17, 1952 USGS 1948 1"=500'Flight Date: November 25, 1948 USDA 1940 1"=500'Flight Date: January 01, 1940 USGS EDR Aerial Photo Decade Package 09/21/22 Sutton Crossing Site Name:Client Name: Native Geoscience, Inc. Tuskawilla Rd & FL 434 2014 Edgewater Drive #246 Winter Springs, FL 32708 Orlando, FL 32804 EDR Inquiry #7123398.8 Contact:Clinton Wilhelm Environmental Data Resources, Inc. (EDR) Aerial Photo Decade Package is a screening tool designed to assist environmental professionals in evaluating potential liability on a target property resulting from past activities. EDR’s professional researchers provide digitally reproduced historical aerial photographs, and when available, provide one photo per decade. Search Results: Year Scale Details Source When delivered electronically by EDR, the aerial photo images included with this report are for ONE TIME USE ONLY. Further reproduction of these aerial photo images is prohibited without permission from EDR. For more information contact your EDR Account Executive. Disclaimer - Copyright and Trademark Notice This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, Inc. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. NO WARRANTY EXPRESSED OR IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL DATA RESOURCES, INC. SPECIFICALLY DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES, INCLUDING WITHOUT LIMITATION, MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES, INC. BE LIABLE TO ANYONE, WHETHER ARISING OUT OF ERRORS OR OMISSIONS, NEGLIGENCE, ACCIDENT OR ANY OTHER CAUSE, FOR ANY LOSS OF DAMAGE, INCLUDING, WITHOUT LIMITATION, SPECIAL, INCIDENTAL, CONSEQUENTIAL, OR EXEMPLARY DAMAGES. ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES, INC. IS STRICTLY LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT. Purchaser accepts this Report "AS IS". Any analyses, estimates, ratings, environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor should they be interpreted as providing any facts regarding, or prediction or forecast of, any environmental risk for any property. Only a Phase I Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any property. Additionally, the information provided in this Report is not to be construed as legal advice. Copyright 2022 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or map of Environmental Data Resources, Inc., or its affiliates, is prohibited without prior written permission. EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, Inc. or its affiliates. All other trademarks used herein are the property of their respective owners. 7123398 8-page 22091 7123398.8 2017 = 500'2092 7123398.8 2013 = 500'2093 7123398.8 2010 = 500'2094 7123398.8 2007 = 500'2095 7123398.8 1999 = 500'2096 7123398.8 1994 = 500'2097 7123398.8 1993 = 500'2098 7123398.8 1986 = 500'2099 7123398.8 1980 = 500'2100 7123398.8 1977 = 500'2101 7123398.8 1972 = 500'2102 7123398.8 1969 = 500' Subject boundary not shown because it exceeds image extent or image is not georeferenced.2103 7123398.8 1957 = 500'2104 7123398.8 1952 = 500'2105 7123398.8 1948 = 500'2106 7123398.8 1940 = 500'2107 Certified Sanborn® Map Report Inquiry Number: 6 Armstrong Road, 4th floor Shelton, CT 06484 Toll Free: 800.352.0050 www.edrnet.com Sutton Crossing Tuskawilla Rd & FL 434 Winter Springs, FL 32708 September 20, 2022 7123398.3 2108 Certified Sanborn® Map Report Certified Sanborn Results: Disclaimer - Copyright and Trademark Notice EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, Inc. or its affiliates. All other trademarks used herein are the property of their respective owners. page- The Sanborn Library includes more than 1.2 million fire insurance maps from Sanborn, Bromley, Perris & Browne, Hopkins, Barlow and others which track historical property usage in approximately 12,000 American cities and towns. Collections searched: Library of Congress University Publications of America EDR Private Collection The Sanborn Library LLC Since 1866™ Limited Permission To Make Copies Sanborn® Library search results Contact:EDR Inquiry # Site Name: Client Name: Certification # PO # Project 09/20/22 Tuskawilla Rd & FL 434 Sutton Crossing Native Geoscience, Inc. 2014 Edgewater Drive #246 Winter Springs, FL 32708 7123398.3 Orlando, FL 32804 Clinton Wilhelm The Sanborn Library has been searched by EDR and maps covering the target property location as provided by Native Geoscience, Inc. were identified for the years listed below. The Sanborn Library is the largest, most complete collection of fire insurance maps. The collection includes maps from Sanborn, Bromley, Perris & Browne, Hopkins, Barlow, and others. Only Environmental Data Resources Inc. (EDR) is authorized to grant rights for commercial reproduction of maps by the Sanborn Library LLC, the copyright holder for the collection. Results can be authenticated by visiting www.edrnet.com/sanborn. The Sanborn Library is continually enhanced with newly identified map archives. This report accesses all maps in the collection as of the day this report was generated. BBD2-4F18-8D3A R0789.1 UNMAPPED PROPERTY R0789.1 This report certifies that the complete holdings of the Sanborn Library, LLC collection have been searched based on client supplied target property information, and fire insurance maps covering the target property were not found. Certification #: BBD2-4F18-8D3A Native Geoscience, Inc. (the client) is permitted to make up to FIVE photocopies of this Sanborn Map transmittal and each fire insurance map accompanying this report solely for the limited use of its customer. No one other than the client is authorized to make copies. Upon request made directly to an EDR Account Executive, the client may be permitted to make a limited number of additional photocopies. This permission is conditioned upon compliance by the client, its customer and their agents with EDR's copyright policy; a copy of which is available upon request. This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, Inc. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. NO WARRANTY EXPRESSED OR IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL DATA RESOURCES, INC. SPECIFICALLY DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES, INCLUDING WITHOUT LIMITATION, MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES, INC. BE LIABLE TO ANYONE, WHETHER ARISING OUT OF ERRORS OR OMISSIONS, NEGLIGENCE, ACCIDENT OR ANY OTHER CAUSE, FOR ANY LOSS OF DAMAGE, INCLUDING, WITHOUT LIMITATION, SPECIAL, INCIDENTAL, CONSEQUENTIAL, OR EXEMPLARY DAMAGES. ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES, INC. IS STRICTLY LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT. Purchaser accepts this Report "AS IS". Any analyses, estimates, ratings, environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor should they be interpreted as providing any facts regarding, or prediction or forecast of, any environmental risk for any property. Only a Phase I Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any property. Additionally, the information provided in this Report is not to be construed as legal advice. Copyright 2022 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or map of Environmental Data Resources, Inc., or its affiliates, is prohibited without prior written permission. 7123398 3 2 2109 Sutton Crossing Tuskawilla Rd & FL 434 Winter Springs, FL 32708 Inquiry Number: 7123398.5 September 22, 2022 The EDR-City Directory Image Report 6 Armstrong Road Shelton, CT 06484 800.352.0050 www.edrnet.comEnvironmental Data Resources IncEnvironmental Data Resources IncEnvironmental Data Resources IncEnvironmental Data Resources Inc 2110 TABLE OF CONTENTS SECTION Executive Summary Findings City Directory Images Thank you for your business. Please contact EDR at 1-800-352-0050 with any questions or comments. Disclaimer - Copyright and Trademark Notice This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, Inc. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. NO WARRANTY EXPRESSED OR IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL DATA RESOURCES, INC. SPECIFICALLY DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES, INCLUDING WITHOUT LIMITATION, MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES, INC. BE LIABLE TO ANYONE, WHETHER ARISING OUT OF ERRORS OR OMISSIONS, NEGLIGENCE, ACCIDENT OR ANY OTHER CAUSE, FOR ANY LOSS OR DAMAGE, INCLUDING, WITHOUT LIMITATION, SPECIAL, INCIDENTAL, CONSEQUENTIAL, OR EXEMPLARY DAMAGES. ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES, INC. IS STRICTLY LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT. Purchaser accepts this Report "AS IS". Any analyses, estimates, ratings, environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor should they be interpreted as providing any facts regarding, or prediction orforecast of, any environmental risk for any property. Only a Phase I Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any property. Additionally, the information provided in this Report is not to be construed as legal advice. Copyright 2020 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or map of Environmental Data Resources, Inc. or its affiliates is prohibited without prior written permission. EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, Inc. or its affiliates. All other trademarks used herein are the property of their respective owners. 2111 EXECUTIVE SUMMARY DESCRIPTION Environmental Data Resources, Inc.’s (EDR) City Directory Report is a screening tool designed to assist environmental professionals in evaluating potential liability on a target property resulting from past activities. EDR’s City Directory Report includes a search of available city directory data at 5 year intervals. RECORD SOURCES EDR's Digital Archive combines historical directory listings from sources such as Cole Information and Dun & Bradstreet. These standard sources of property information complement and enhance each other to provide a more comprehensive report. EDR is licensed to reproduce certain City Directory works by the copyright holders of those works. The purchaser of this EDR City Directory Report may include it in report(s) delivered to a customer. Reproduction of City Directories without permission of the publisher or licensed vendor may be a violation of copyright. RESEARCH SUMMARY The following research sources were consulted in the preparation of this report. A check mark indicates where information was identified in the source and provided in this report. Year Target Street Cross Street Source 2017 þ þ EDR Digital Archive 2014 þ þ EDR Digital Archive 2010 þ þ EDR Digital Archive 2005 þ þ EDR Digital Archive 2000 þ þ EDR Digital Archive 1995 þ þ EDR Digital Archive 1992 þ þ EDR Digital Archive 1986 ¨¨Polk's City Directory 1981 ¨¨Polk's City Directory 1978 ¨¨Polk's City Directory 1974 ¨¨Polk's City Directory 1968 ¨¨Polk's City Directory 1964 ¨¨Polk's City Directory 1960 ¨¨Polk's City Directory 1955 ¨¨Polk's City Directory 1950 ¨¨Polk's City Directory 1945 ¨¨Polk's City Directory 1940 ¨¨Polk's City Directory 7123398-5 Page 1 2112 EXECUTIVE SUMMARY Year Target Street Cross Street Source 7123398-5 Page 2 2113 FINDINGS TARGET PROPERTY STREET Tuskawilla Rd & FL 434 Winter Springs, FL 32708 Year CD Image Source TUSCAWILLA RD 1992 pg A38 EDR Digital Archive TUSKAWILLA RD 2017 pg A6 EDR Digital Archive 2014 pg A11 EDR Digital Archive 2010 pg A17 EDR Digital Archive 2005 pg A21 EDR Digital Archive 2000 pg A25 EDR Digital Archive 1995 pg A31 EDR Digital Archive 1986 -Polk's City Directory Target and Adjoining not listed in Source 1981 -Polk's City Directory Target and Adjoining not listed in Source 1978 -Polk's City Directory Street not listed in Source 1974 -Polk's City Directory Street not listed in Source 1968 -Polk's City Directory Street not listed in Source 1964 -Polk's City Directory Street not listed in Source 1960 -Polk's City Directory Street not listed in Source 1955 -Polk's City Directory Street not listed in Source 1950 -Polk's City Directory Street not listed in Source 1945 -Polk's City Directory Street not listed in Source 1940 -Polk's City Directory Street not listed in Source 7123398-5 Page 3 2114 FINDINGS CROSS STREETS Year CD Image Source E STATE RD 434 2010 pg. A12 EDR Digital Archive 1992 pg. A32 EDR Digital Archive E STATE ROAD 434 2017 pg. A2 EDR Digital Archive 2014 pg. A7 EDR Digital Archive 2010 pg. A13 EDR Digital Archive 2005 pg. A18 EDR Digital Archive 2000 pg. A22 EDR Digital Archive 1986 -Polk's City Directory Target and Adjoining not listed in Source 1981 -Polk's City Directory Target and Adjoining not listed in Source 1978 -Polk's City Directory Target and Adjoining not listed in Source 1974 -Polk's City Directory Target and Adjoining not listed in Source 1968 -Polk's City Directory Target and Adjoining not listed in Source 1964 -Polk's City Directory Target and Adjoining not listed in Source 1960 -Polk's City Directory Target and Adjoining not listed in Source 1955 -Polk's City Directory Target and Adjoining not listed in Source 1950 -Polk's City Directory Target and Adjoining not listed in Source 1945 -Polk's City Directory Target and Adjoining not listed in Source 1940 -Polk's City Directory Target and Adjoining not listed in Source MICHAEL BLAKE BLVD 2017 pg. A4 EDR Digital Archive 2014 pg. A9 EDR Digital Archive 2010 -EDR Digital Archive Target and Adjoining not listed in Source 2005 -EDR Digital Archive Target and Adjoining not listed in Source 2000 -EDR Digital Archive Target and Adjoining not listed in Source 1995 -EDR Digital Archive Target and Adjoining not listed in Source 7123398-5 Page 4 2115 Year Uses Source FINDINGS Year CD Image Source 1992 -EDR Digital Archive Target and Adjoining not listed in Source 1986 -Polk's City Directory Street not listed in Source 1981 -Polk's City Directory Street not listed in Source 1978 -Polk's City Directory Street not listed in Source 1974 -Polk's City Directory Street not listed in Source 1968 -Polk's City Directory Street not listed in Source 1964 -Polk's City Directory Street not listed in Source 1960 -Polk's City Directory Street not listed in Source 1955 -Polk's City Directory Street not listed in Source 1950 -Polk's City Directory Street not listed in Source 1945 -Polk's City Directory Street not listed in Source 1940 -Polk's City Directory Street not listed in Source MILKY WAY 2017 pg. A5 EDR Digital Archive 2014 pg. A10 EDR Digital Archive 2010 pg. A16 EDR Digital Archive 2005 pg. A20 EDR Digital Archive 2000 pg. A24 EDR Digital Archive 1995 pg. A26 EDR Digital Archive 1992 -EDR Digital Archive Target and Adjoining not listed in Source 1986 -Polk's City Directory Street not listed in Source 1981 -Polk's City Directory Street not listed in Source 1978 -Polk's City Directory Street not listed in Source 1974 -Polk's City Directory Street not listed in Source 1968 -Polk's City Directory Street not listed in Source 1964 -Polk's City Directory Street not listed in Source 1960 -Polk's City Directory Street not listed in Source 1955 -Polk's City Directory Street not listed in Source 1950 -Polk's City Directory Street not listed in Source 1945 -Polk's City Directory Street not listed in Source 1940 -Polk's City Directory Street not listed in Source 7123398-5 Page 5 2116 Year Uses Source FINDINGS Year CD Image Source STATE ROAD 434 E 1995 pg. A27 EDR Digital Archive 7123398-5 Page 6 2117 City Directory Images 2118 - E STATE ROAD 434 EDR Digital Archive 7123398.5 Page: A2 SourceTarget Street Cross Street 2017 110 1 2 3 EASY KEY LOCK REPAIR BANK OF AMERICA FINANCIAL CENTER 126 IRBLICH SCHOOLS RIVERA, ELAINE 200 CARE LOCKSMITH VICTORIOS II WINTER SPRINGS 268 CENTRAL FLORIDA BLOOD BANK ONEBLOOD 280 ALL CARPET SERVICES RIDERS ADVANTAGE 295 BRUSTERS REAL ICE CREAM 296 GERALD STRINGHAM & ASSOCIATES KEN MITCHELL & ASSOCIATES 351 AMANDA R JACOBSON ATTY ANDREW CHMELIR ATTY DEBRA L FERWERDA ATTY JACOBSON MCCLEAN CHMELIR & FERWERDA RANDY MCCLEAN ATTORNEY 370 RANGOLI SWEETS 380 ADVANCE AUTO PARTS 404 JOHNSON HALE INC DBA KID CITY USAWI KID CITY USA ENTERPRISES INC 408 NIEVES, ANGEL F 410 GUTIERREZ, EDGAR 414 MARTINEZ, CARLOS 418 GORSKI, WILLIAM W 422 NEWMAN, DEBORAH L 426 AFFORDABLE LEGAL CLINIC INC RAINBOW TRAVEL SERVICES INC 500 AMY STANBERRY ACUPUNCTURE 504 SOTO, EDWIN 506 SOPER PEREZ & ASSOC 521 MILLERS SCHOOL SUPPLIES 541 PAPA TONYS RESTAURANT 640 KINDER KAMPUS INC 650 LESKOWYAK, KAREN S 670 DESIGNER DENTAL STUDIO INC NATIONWIDE TERMITE & PEST CONTROL 680 ALLSTATE FCI STRUCTURAL ENGINEERS INC 701 STFEN INC 710 A BUDGET TREE SERVICE A BUDGET TREE SERVICE INC 780 CREATIVE INSPIRATION JOURNEY SCHOOL KEE WEE ENTERTAINMENT DISTRICT 820 SEMINOLE COUNTY PUBLIC SCHOOL 822 SEMINOLE COUNTY PUBLIC SCHOOL 825 ALL ABOUT PLUMBING 839 PHO, UYEN M WINTER SPRINGS BEAUTY SALON 2119 (Cont'd) - E STATE ROAD 434 EDR Digital Archive 7123398.5 Page: A3 SourceTarget Street Cross Street 2017 845 THOMAS, FREDDIE 855 ANYTIME FITNESS RED CYPRESS BREWERY LLC SENOR TEQUILA TERRA HOMES UNIQUE SPRING NAILS 859 SALAMANDERS SPORTS GRILL 861 DUNKIN DONUTS 870 FULGHUM, GREGORY F 1000 CITY OF WINTER SPRINGS 1065 UNITED STATES GOVERNMENT WE BUY ORLANDO 1100 CHOICES IN LEARNING INC 1116 BUDGET TRUCK RENTAL CRUISE AMERICA CUSTOM RENTAL SERVICE 1122 DR DELHART COURTNEY MACDONALD FAMILY EYE CARE 1126 CITY OF WINTER SPRINGS 1134 EDWARD JONES FINANCIAL ADVISOR MI 1142 DR ROBERT BURKS DENTAL ROBERT R BURKS DDS PA 1160 PUBLIX REDBOX 1188 IHAIR IHAIR LLC 1196 SURGICAL SOLUTIONS WINTER SPRINGS DENTISTRY 1200 MCDONALDS 1205 7ELEVEN MOBIL 1491 1 AFTER DRINKING LOCKSMITH RESCUE ADVENTURE CYCLING CHINAWOK CLAXTON CLEANERS GONZALEZ, MARCELINO METRO CHURCH OF CHRIST 1501 DUNKIN DONUTS 1511 ALPHA EMC CLOSED CAPTION LATINA DATANAUTIX INC GEOSYNTEC CONSULTANTS PINNACLE PROPERTY MANAGEMENT SOUTHERN MARKETING ASSOCIATES UCF INCUBATORSEMINOLE COUNTY UVS JUNCTION 2120 - MICHAEL BLAKE BLVD EDR Digital Archive 7123398.5 Page: A4 SourceTarget Street Cross Street 2017 300 PERSONS, BRADLEY J 304 TALLURI, RAMABUJJAYYA 308 WECK, MIKE H 312 RAMOS, ANA 316 WRIGHT, SYLVIA 320 LONG, FRANCISCO J 324 WHITE, MICHAEL A 328 ROSEN, MARIE E 332 HINDSON, KELLY A 336 MORALES, RAFAEL 344 LUTH, JOSEPH 352 MOY, TIMOTHY E 356 VAUGHAN, THOMAS L 360 SARNA, CHRISTIAN J 368 LEGGE, DANA C 372 RUSH, HEATH D 384 CLOUTIER, DANIEL J 388 ARAGHY, HOMAIRA P 392 PARTON, ANGELA R 396 MCCABE, SEAN T 400 SCHROEFFEL, LESLIE A 404 RHOADS, MURPHY M 420 PECORARO, JOHN J 424 BAY, CRYSTAL A 428 HESS, LAURA B 2121 - MILKY WAY EDR Digital Archive 7123398.5 Page: A5 SourceTarget Street Cross Street 2017 1258 MASON, JAMES F 1270 DIAZ, HECTOR A 2122 - TUSKAWILLA RD EDR Digital Archive 7123398.5 Page: A6 SourceTarget Street Cross Street 2017 100 SOILEAU, BRUCE J 105 BECKETT, RICHARD 109 ALJABER-MORENO, ANZAF 110 TUSKAWILLA ANIMAL HOSPITAL 113 MILLER, GEORGE A 121 MACCHIA, KATHY 125 OLSON, JIM A 130 ACTION CHURCH WINTER SPRINGS HIGH SCHOOL 137 BELTRAN, CORY N 141 AVERY, STEVEN M 145 LI, ZHIMIN 149 TAYLOR, CHRISTOPHER J 150 KINGSBURY, C 154 BENITEZ, MARITZA BUHOLTZ PROFESSIONAL ENGINEERING CHRISTOPHER, COLLEEN A ECKEL & ASSOCIATES INC EVANS, JAMES K PHILLIPS, AUSTIN RUPLEY, DAVID SINELNIKOVA, INNA STATE OF FLORIDA STONE, GREGORY K STUFFLET, SEAN THOMPSON, CELESTE O 156 BENNETT INSURANCE BIRCHELL INSURANCE RIPPLE ASSOCIATES WINTER SPRINGS TOWN CENTER 158 COVENANT AVIATION SECURITY PILACEK THOMAS J & ASSOCIATES SIAGON BOULVARD 160 AFLAC HUEY MAGOOS CHICKEN TENDERS THE ZOO HEALTH CLUB TIJUANA FLATS 170 1 ALPHA LOCK & KEY PINCH A PENNY POOL PATIO SPA PINCHAPENNY 190 EDWARD W GRIFFITH DVM LAKE JESUP ANIMAL HOSPITAL 300 LOFROOS, ROBERT W 550 SEMINOLE COUNTY PUBLIC SCHOOL 575 ST STEPHEN CATHOLIC CHURCH 600 SEMINOLE COUNTY PUBLIC SCHOOL 2123 - E STATE ROAD 434 EDR Digital Archive 7123398.5 Page: A7 SourceTarget Street Cross Street 2014 110 1 2 3 EASY KEY LOCK REPAIR BANK OF AMERICA 200 VICTORIOS II WINTER SPRINGS 268 CENTRAL FLORIDA BLOOD BANK CENTRAL FLORIDA BLOOD BANK A DIVISIO 280 ALL CARPET SERVICES 290 DRIVER LICENSE OFFICE STATE OF FLORIDA 295 BRUSTERS REAL ICE CREAM 296 GERALD STRINGHAM & ASSOCIATES 351 CHMELIR ANDREW ATTY FERWERDA DEBRA L ATTY JACOBSON AMANDA R ATTY JACOBSON MCCLEAN CHMELIR & FERWERDA MCCLEAN RANDY ATTY 404 JOHNSON HALE INC DBA KID CITY USAWI 406 CLOKE, JUSTIN 408 NIEVES, ANGEL A 410 GUTIERREZ, EDGAR 414 MARTINEZ, CARLOS 418 RODRIGUEZ, WILLIAM N 422 DUNCAN, ARTHUR O 426 AFFORDABLE LEGAL CLINIC 428 MENZEL, JOHN C 500 STANBERRY AMY ACUPUNCTURE PHYS 504 PINARD, TYNISHA 506 SOPER PEREZ & ASSOC 521 MATTIES DELECTABLE DESSERTS MILLERS SCHOOL SUPPLIES 541 PAPA TONYS RESTAURANT 551 QUICK KING FOOD STORE 640 KINDER KAMPUS INC 650 LESKOWYAK, KAREN S 670 DESIGNER DENTAL STUDIO INC NATIONWIDE TERMITE & PEST CONTROL 680 ALLSTATE FCI STRUCTURAL ENGINEERS INC 701 SEMINOLE COUNTY PUBLIC SCHOOL 710 A BUDGET TREE SERVICE A BUDGET TREE SERVICE INC 817 FIRST BAPTIST CHURCH 820 SEMINOLE COUNTY PUBLIC SCHOOL SEMINOLE COUNTY PUBLIC SCHOOLS 822 SEMINOLE COUNTY PUBLIC SCHOOL 825 OCCUPANT UNKNOWN, 835 WILLIAMSON, CHESTER M 839 PHO, UYEN M WINTER SPRINGS BEAUTY SALON 845 OCCUPANT UNKNOWN, 849 DELL, MARTHA 2124 (Cont'd) - E STATE ROAD 434 EDR Digital Archive 7123398.5 Page: A8 SourceTarget Street Cross Street 2014 850 SEMINOLE COUNTY PUBLIC SCHOOL 851 TRUSTCO BANK 855 ANYTIME FITNESS SECURE TITLE SENOR TEQUILA STORYBOOK MOMENTS LEARNING ACADEMY TERRA HOMES UNIQUE SPRING NAILS AND 859 SALAMDERS SPORTS GRILL 870 FULGHUM, GREGORY F 900 OCCUPANT UNKNOWN, 916 ALPHA TECHNOLOGY USA CORP 1065 UNITED STATES GOVERNMENT WINTER SPRINGS POST OFFICE 1100 CHOICES IN LEARNING INC 1116 BUDGET TRUCK RENTAL WINTER SPRINGS CRUISE AMERICA CUSTOM RENTAL SERVICES 1122 ALL IN ONE DENISTRY 1 MACDONALD FAMILY EYE CARE 1126 CITY OF WINTER SPRINGS 1134 EDWARD JONES FINANCIAL ADVISOR VA 1138 CENTURY 21 1142 BURKS ROBERT R DDS PA 1160 PUBLIX 1161 COLSON, C 1163 JOHNSON, NATHAN 1184 PCS METRO 1188 IHAIR LLC 1196 WINTER SPRINGS DENTISTRY 1200 MCDONALDS 1205 WINTER SPRINGS MOBIL 1491 ADVENTURE CYCLING CHINAWOK CLAXTON CLEANERS FASHION NAILS METRO CHURCH OF CHRIST 1495 BB&T 1501 BLIMPIE SALAD & SANDWICHES GODFATHERS PIZZA 1511 CENTERLINE HOMES DATANAUTIX INC NR ELECTRONICS LLC PINNACLE PROPERTY MANAGEMENT UCF INCUBATORSEMINOLE COUNTY UVS JUNCTION 2125 - MICHAEL BLAKE BLVD EDR Digital Archive 7123398.5 Page: A9 SourceTarget Street Cross Street 2014 300 PERSONS, BRADLEY J 304 TALLURI, RAM 308 WECK, MIKE H 316 HUNT, JENNIFER G 320 LONG, FRANCISCO J 336 MCCANN, MICHAEL R 344 LUTH, JOSEPH 352 MOY, TIMOTHY E 356 VAUGHAN, THOMAS L 360 MAGNUSSEN, KEVIN L 364 PALATKA, ELEANOR 368 LEGGE, DANA C 372 RUSH, HEATH D 380 SINCLAIR, HEATHER C 384 MARCUS, JOSHUA M 388 TATUM, PAUL V 392 PARTON, ANGELA R 396 OCCUPANT UNKNOWN, 400 SCHROEFFEL, LESLIE A 404 COX, CHRISTINE M 408 YUEN, BRENDA M 2126 - MILKY WAY EDR Digital Archive 7123398.5 Page: A10 SourceTarget Street Cross Street 2014 1258 OCCUPANT UNKNOWN, 1270 DIAZ, HECTOR A 1296 CEDENO, JOSE G 2127 - TUSKAWILLA RD EDR Digital Archive 7123398.5 Page: A11 SourceTarget Street Cross Street 2014 100 SOILEAU, BRUCE J 105 BECKETT, RICHARD 109 CORREDOR, JOSE J 112 TAYLER, MALIA 113 TAYLER, MALIA 117 HANCOCK, WESLEY G 121 BAKER, ROBERT W 125 OLSON, JIM A 129 OCCUPANT UNKNOWN, 130 WINTER SPRINGS HIGH SCHOOL 133 PELLEGRINO, MICHAEL J 137 HANLEY, SALLY A 141 AVERY, STEVEN M 145 COLEMAN, ROBERT C 149 RAULERSON, APRIL E 150 KINGSBURY, C 154 CHAFFIN, CHRIS M HOENEMAN, RAYMOND W KINTNER, CHRISTOPHER S LIGHT, TODD A MUDLOCK, AMANDA M NETTLES, ANGEL D OSULLIVAN, TRACY A SPREEN, GEORGE STONE, GREGORY K THOMPSON, CELESTE O 156 BIRCHELL INSURANCE BOX OFFICE HAIR PRODUCTIONS DANIEL LONG AFLAC REGIONA RIPPLE ASSOCIATES 158 BANK OF AMERICA BANK OF AMERICA MORTGAGE COVENANT AVIATION SECURITY HERBA FAMILY CHIROPRACTIC MURPHYS PREMIUM PET FOOD MARKET SOUTH YORK 160 THE ZOO HEALTH CLUB TIJUANA FLATS 170 1 ALPHA LOCK & KEY PINCHAPENNY 190 GRIFFITH EDWARD W DVM VET LAKE JESUP ANIMAL HOSPITAL 290 LOFROOS, WILLIAM N 300 LOFROOS, ROBERT W 395 LIFE COMMUNITY CHURCH 415 INDIAN TRAILS MIDDLE SCHOOL 425 KEETH ELEMENTARY SCHOOL 550 SEMINOLE COUNTY PUBLIC SCHOOL 575 ST STEPHENS CATHOLIC CHURCH 600 SEMINOLE COUNTY PUBLIC SCHOOL 2128 - 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STATE ROAD 434 E EDR Digital Archive 7123398.5 Page: A27 SourceTarget Street Cross Street 1995 7 BRACCO, LUCY 12 SARTORI, JAMES B 13 THOMPSON, JAMES M 20 DZIOLOWSKI, RAYMOND 25 SPOERING, D 33 DICEMBRE, MICHAEL J 35 DAVIS, K M 44 MELTON, F D 45 ADLINGTON, CHARLES F 47 OTHLING, B J 48 GALLAGHER, FRED J 73 OCCUPANT UNKNOWNN 82 WYNNE, JOHN 83 OCCUPANT UNKNOWNN 85 TAYLOR, CHARLES 90 WRUCK, WILLIAM B 93 CANTON, FRANK W 94 BOYD, G L 95 POWELL, H B 96 DIORIO, CARMINO 97 HOEY, FRANK 98 KNOWLES, HAROLD 99 HILL, E N 100 WOLF, MARY 101 TORCASO, JOHN V 106 HERRON, M J 110 LINDA ANDERSON 115 WILKERSON, V 117 NIREN, BEN 119 NEAL, THERESA E 121 SNYDER, DONALD G 122 PALOMBI, JOSEPH 123 BRANCH, I 127 SIMPSON, D H 129 BURNS, M J 130 OCCUPANT UNKNOWNN 132 KLINEHAN, DONALD 133 HANSON, J B 134 FELTON, RICHARD 136 HAGLEY, LEONARD M 137 KINNEE, ROBERT J SR 138 ANDRESAKES, GEORGE N 141 BERNE, ABRAHAM 144 PHILBRICK, Y 145 BOISDORF, JOHN 146 ATHERTON, V E EDER, D J 147 SPROULL, JAMES D 148 CRAWFORD, SIBERT E 150 MYERS, SHELDON L 2144 (Cont'd) - STATE ROAD 434 E EDR Digital Archive 7123398.5 Page: A28 SourceTarget Street Cross Street 1995 151 SMITH, RAMON W 152 KILLIAN, KENNY MORRILL, I 153 WARTLUFT, LEON 154 ROSSI, ANTHONY 155 ALLEN, GEORGE N 161 OCCUPANT UNKNOWNN 165 FOLEY, JAMES A 167 HUGHES, FRED G 169 WOOD, HELEN 176 MCKENZIE, J A 178 SHEPARDSON, LEROY M 179 GREENLEAF, A M 180 FORD, ROBERT 182 BEST, WILLIAM J 200 DUNN, JOE P OSTERHOUT, M E 201 SCHIERHOLZER, S M 207 ANDERSON, THOMAS E 211 HUTCHINSON, I A 220 FOSTER, KENNETH V 221 MULLINS, JAMES W 225 SMITH, L B 226 DUVAL, GUY E 227 SCHILL, D C 239 LOVETT, DAN S 252 PATTERSON, CHARLES JR 256 CUTRONI, JOHN F 258 HOWELL, KENNETH 263 PEARSON, ROY 264 OCCUPANT UNKNOWNN 267 ROGERS, L R 269 DILLON, WILMA A 273 FORSTER, ALBERT C 277 OCCUPANT UNKNOWNN 284 OCCUPANT UNKNOWNN 286 OCCUPANT UNKNOWNN 288 OCCUPANT UNKNOWNN 290 OCCUPANT UNKNOWNN 296 OCCUPANT UNKNOWNN 304 RAGLAND, WILLIAM H 306 WHATLEY, TOM 310 MCCALL, JAY 314 DZIOK, WALTER SR 315 LELLIS, MICHAEL R 319 DAUCHER, WILLIAM F 320 PITZER, F 327 GAHAGAN, WILLIAM 336 BRUND, JACQUE 339 HOWES, T 2145 (Cont'd) - STATE ROAD 434 E EDR Digital Archive 7123398.5 Page: A29 SourceTarget Street Cross Street 1995 345 OCCUPANT UNKNOWNN 348 BROPSON, FRANK 350 THOMAS, SAMUEL H 354 LUTE, ROBERT 359 SOLUSKI, FRANK G 360 DOLFI, H P 364 BROOKS, WALTER T 365 THORNBURGH, L M 367 GEE, RICHARD C 368 RICHARDSON, GEORGE I 387 DEPIZOL, T 388 OCCUPANT UNKNOWNN 391 REESE, WILLIAM J JR 403 OCCUPANT UNKNOWNN 404 CUMMINGS, ALLEN S 405 EARNSHAW, DONALD 407 HALL, HOWARD E 410 HARVEY, A T 411 SMART, EDGAR E 414 HUGHES, FRANK L 415 FRANCIS, F K 417 WAGNER, JAMES T 426 BINFORD, THOMAS A 439 PHILLIPS, JOHN G 442 LEAF, KENNETH T 443 RIGNEY, M 446 STRANG, WOODROW 447 LONDT, CHARLES F 450 OCCUPANT UNKNOWNN 459 FRANKENHEIM, NORMAN 468 KOENIG, EDNA 476 PARKS, F 479 KOBRIN, PAUL 481 GAUL, ROBERT 482 EMRICH, HARRY JONES, MILO J STANG, BERNARD P WRIEDE, ARTHUR G 500 KALEY, JAMES L KELLY, O A SINGER, HARRY TEDESCO, WILLIAM R 505 CLARK, JAMES O 510 OCCUPANT UNKNOWNN 515 LESKOWYAK, K 517 OCCUPANT UNKNOWNN 525 ALLY, STEPHEN ALVEO, JILMA ANDERSON, RHAMED BAKER, R 2146 (Cont'd) - STATE ROAD 434 E EDR Digital Archive 7123398.5 Page: A30 SourceTarget Street Cross Street 1995 525 FLUHARTY, RICHARD A GARRICK, C MARSHALL, E M MONTANEZ, JORGE SCHAEFER, ANDY STEVENS, BOB 549 OCCUPANT UNKNOWNN 551 ACTA, M ALLITON, KURT ALVAREZ, MARIA ARCE, ABRAHAM BENAMI, DORA BUSCHE, SARALEE M CONNELL, A J COUTERMARSH, KENNETH DELEON, L S GARRIDO, JOSE GEORGE, JANE GIL, EDGAR GONZALEZ, O GREEN, JOHN HERNANDEZ, WANDA KEENEY, KYLE A LABOSSIER, PAUL J LAMON, MICHAEL R LANGTEAU, L LAPLACA, VINCENT LIGHTON, H MATUTAT, TIM RANKIN, S VELEZ, LEANDRO WALTERS, P WANG, PEGGY WARLICK, SHAMBA WATTS, WAYNE ZAMBRANO, ANNA M 620 WINTER SPRINGS DENTAL LAB 621 MORRIS, ZANDI 661 OCCUPANT UNKNOWNN 810 NORWOOD, R 845 BELL, NELL 851 OCCUPANT UNKNOWNN 870 CARBONE, ANA 1065 US POST OFFICE 1130 BLUMBERG, JUANITA 1135 OCCUPANT UNKNOWNN 1159 OCCUPANT UNKNOWNN 1161 RICE, MARK W 1165 OCCUPANT UNKNOWNN 1175 ROBERTS, CARL R 2147 - TUSKAWILLA RD EDR Digital Archive 7123398.5 Page: A31 SourceTarget Street Cross Street 1995 117 FULTON, ROBERT P 290 BAILEY, HILDE E 300 JUSHE, BONNIE 550 INDIAN TRAILS MIDDLE SCHOOL 575 ST STEPHENS CATHOLIC CHURCH 600 KEETH ELEMEMTARY SCHOOL 619 MABRY, NED B 628 FRASER, WESLEY E 2148 - E STATE RD 434 EDR Digital Archive 7123398.5 Page: A32 SourceTarget Street Cross Street 1992 200 DOLFI, H P HOWELL, KENNETH MORGAN, A W OSTERHOUT, H P ZANGMEISTER, B 286 BURT, PHILLIP S 320 PITZER, F 403 CUMMINGS, NELSON 410 LEEBRICK, PHIL 411 SMART, EDGAR E 426 BINFORD, THOMAS A 482 ADAMS, FRED ANDERSON, THOMAS E BROOKS, WALTER T COVINGTON, DUDLEY L DAMRON, JAMES M DEPIZOL, T DINSMORE, C M DUVAL, GUY E EMRICH, HARRY EVENSON, KENNETH FORSTER, ALBERT C FOSTER, KENNETH V FRANCIS, F K FRANKENHEIM, NORMAN GAHAGAN, WILLIAM GAUL, ROBERT GEBHARDT, ROBERT F GREIFFENDORF, C W GUGEL, MERL GUMBERT, EDGAR B HOWES, T HUGHES, FRANK L HUTCHINSON, I A JAYNES, MELVIN J JONES, MILO J KLEIN, NEIL W LAWLOR, MICHAEL B LEAF, KENNETH T LELLIS, MICHAEL R LONDT, CHARLES F LOVETT, DAN S MCCALL, JAY MOSS, NATHAN MULLINS, JAMES W MURDOCK, JOHN G NELSON, CARL H OBERG, HARRY E PAINTER, JOHN H PARKS, F 2149 (Cont'd) - E STATE RD 434 EDR Digital Archive 7123398.5 Page: A33 SourceTarget Street Cross Street 1992 482 RAGLAND, WILLIAM H REESE, WILLIAM J JR RICHARDSON, GEORGE I ROGERS, L R SCHILL, D C SHADOWENS, GEORGE W SHELLEM, WILLIAM SMITH, L B SOLUSKI, FRANK G STANG, BERNARD P STRANG, WOODROW TAYLOR, MAX A THORNBURGH, L M WRIEDE, ARTHUR G 500 ADLINGTON, CHARLES F ALLEN, GEORGE N ANDRESAKES, GEORGE N ATHERTON, V E BERNE, ABRAHAM BEST, WILLIAM J BOISDORF, JOHN BOYD, G L BRACCO, LUCY BRANCH, I BREITENBRUCK, JOSEPH BROPSON, FRANK BRUND, JACQUE BURNS, J R CANTON, FRANK W CRAIG, DARRELL R CRAWFORD, SIBERT E CUTRONI, JOHN F DAUCHER, WILLIAM F DAVIS, K M DELEON, VERNON C DESSEZ, ROBERT A DICEMBRE, MICHAEL J DILLON, WILMA A DIORIO, CARMINO DUNN, JOE P DZIOK, WALTER SR DZIOLOWSKI, RAYMOND EARNSHAW, DONALD EDER, D J FELTON, RICHARD FOLEY, JAMES A FORD, ROBERT GALLAGHER, FRED J GEE, RICHARD C GREENLEAF, A M 2150 (Cont'd) - E STATE RD 434 EDR Digital Archive 7123398.5 Page: A34 SourceTarget Street Cross Street 1992 500 HADAWAY, BILLY J HALL, HOWARD E HANSON, J B HAYDEN, THOMAS A HAZELETT, A N HERRON, M J HUGHES, FRED G KALEY, JAMES L KELLY, O A KILLIAN, KENNY KINNEE, ROBERT J SR KLINEHAN, DONALD KNOWLES, HAROLD KOBRIN, PAUL KOENIG, EDNA KRISTALYN, ROBERT C LUTE, ROBERT MCGINLEY, HAROLD W MCKENZIE, J A MELTON, F D MORLEY, E M MORRILL, I MYERS, SHELDON L NEAL, THERESA E NIREN, BEN OTHLING, B J PALOMBI, JOSEPH PATTERSON, CHARLES JR PEARSON, ROY PHILBRICK, Y PHILLIPS, JOHN G POWELL, H B RIGNEY, M ROSE, SUSAN H ROSSI, ANTHONY SARTORI, JAMES B SAVARESE, ROY SCHIERHOLZER, S M SHEPARDSON, LEROY M SIMPSON, D H SINGER, HARRY SMITH, RAMON W SNYDER, DONALD G SPOERING, WILLIAM G SPROULL, JAMES D TAYLOR, CHARLES TEDESCO, WILLIAM R THOMAS, SAMUEL H THOMPSON, JAMES M TORCASO, JOHN V 2151 (Cont'd) - E STATE RD 434 EDR Digital Archive 7123398.5 Page: A35 SourceTarget Street Cross Street 1992 500 WAGNER, JAMES T WARDER, ROBERT WARTLUFT, LEON WHATLEY, TOM WHITEHEAD, B J WHITTINGTON, H H WILKERSON, V WILLIAMS, S T WOLF, MARY WOOD, HELEN WRUCK, WILLIAM B WYNNE, JOHN 505 CLARK, JAMES O 515 LESKOWYAK, K 525 ALVEO, JILMA CARRILLO, GLADIS FLUHARTY, RICHARD A LEWIS, KATHRYN S MANIS, KENNETH E MARSHALL, E M MILLER, KEVIN R MILLER, LARRY M MORALES, CARMEN RIVERA, OLGA 551 ARANZA, ALBERT ARCE, ANDREW BENAMI, DORA BERMUDEZ, IVONNE BILLINGS, MICHAEL D BLOSS, M E BOGGESS, DAVE BOUCHER, JEAN P BRENNER, SKIP BURKE, JAY CHAMP, CATHRYN CHOKSHI, DINESH COLON, CARLOS CONNELL, A J CUTLER, J A DAPHNIS, F DAVID, ELAINE DAVIS, C K DAVIS, DAVE A DEANGELIS, M DEJESUS, THOMAS DELEDEZMA, ISABEL DELEON, L S DEWANEH, GHADEH DEXTRE, MYRTA DOBBS, TERRY 2152 (Cont'd) - E STATE RD 434 EDR Digital Archive 7123398.5 Page: A36 SourceTarget Street Cross Street 1992 551 DUVAK, CHRIS EDWARDS, SHAWN FIOL, ISAURA FRAZIER, JUSTUS F JR GARCIA, DARIO GARVER, THOMAS GAY, MICHAEL GINN, TIFFANY S GOMEZ, AFONZO GONZALEZ, AGUSTIN GONZALEZ, JOSE A GONZALEZ, O GUTIERREZ, DIANE HARDEMAN, DOROTHY HENNESSEY, J HERNANDEZ, WANDA HISEY, BRENT ISAZA, JORGE I JEAN, EDMOND R JOLLAY, HELEN O KEENEY, KYLE A LAJANO, JAMES LAPLACA, VINCENT LEWIS, JAMIE LOPEZ, F LOWMILLER, JILL MARINELLI, BRIAN MARTIN, KENNETH R MATHERS, JOSEPH MELENDEZ, ZAIDA MILLER, DAVID M MONTANEZ, JORGE MURDAUGH, C J OHL, STEPHEN OROURKE, MICHAEL A PAVAO, LOUIS PEDONE, SAMUEL PETIT, KARINE POWELL, STEVEN P RANKIN, S REAVES, J K REEVESJONES, CRIS RIDGWAY, M W RIVERA, IVAN G ROBSON, THERESA J RODRIGUEZ, FELIX J RODRIGUEZ, IRIS ROMAN, DAINA ROSTAMLOO, NEJDEH SAMMONS, C A 2153 (Cont'd) - E STATE RD 434 EDR Digital Archive 7123398.5 Page: A37 SourceTarget Street Cross Street 1992 551 SANTANA, ISABEL SANTOS, DOMINGO SCHULTZ, J SCOTT, DENNIS R SCOTT, F J SHELTON, JASON S SHUFELT, K SMETZER, MICHAEL STEVENS, SUSAN M THOMPSON, JOHN C THOMPSON, SHERRIE TSINTZAS, ALEX URRUTIA, ERICKA J VANANDEN, RAYMOND VELEZ, LEANDRO VENABLE, JAMES C WARREN, JOSEPH E WELSCH, JEFFREY WINSLETT, LEE ZAMBRANO, ANNA M ZAMBRANO, LEWIS 661 KIGGINS, J 701 PETTIT, ANNA P 810 NORWOOD, R 851 GRESHAM, DEBBIE 1161 RICE, MARK W 1175 ROBERTS, CARL R 2154 - TUSCAWILLA RD EDR Digital Archive 7123398.5 Page: A38 SourceTarget Street Cross Street 1992 190 GRIFFITH EDWARD W 201 HI-FLAVOR MEATS INC 395 FRESH START MINISTRIES INC LORD OF LIFE LUTH CH 397 HI FLAVOR MEATS INC 575 ST STEPHENS CATH CH 600 KEETH ELEM SCHOOL 2155 EDR Historical Topo Map Report Inquiry Number: 6 Armstrong Road, 4th floor Shelton, CT 06484 Toll Free: 800.352.0050 www.edrnet.com with QuadMatch™ Sutton Crossing Tuskawilla Rd & FL 434 Winter Springs, FL 32708 September 20, 2022 7123398.4 2156 EDR Historical Topo Map Report EDR Inquiry # Search Results: P.O.# Project: Maps Provided: Disclaimer - Copyright and Trademark Notice EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, Inc. or its affiliates. All other trademarks used herein are the property of their respective owners. page- Coordinates: Latitude: Longitude: UTM Zone: UTM X Meters: UTM Y Meters: Elevation: Contact: Site Name: Client Name: 2018 2015 2012 1994 1980 1972 1970 1962 09/20/22 Sutton Crossing Native Geoscience, Inc. Tuskawilla Rd & FL 434 2014 Edgewater Drive #246 Winter Springs, FL 32708 Orlando, FL 32804 7123398.4 Clinton Wilhelm EDR Topographic Map Library has been searched by EDR and maps covering the target property location as provided by Native Geoscience, Inc. were identified for the years listed below. EDR’s Historical Topo Map Report is designed to assist professionals in evaluating potential liability on a target property resulting from past activities. EDRs Historical Topo Map Report includes a search of a collection of public and private color historical topographic maps, dating back to the late 1800s. R0789.1 28.695011 28° 41' 42" North R0789.1 -81.262068 -81° 15' 43" West Zone 17 North 474399.98 3174224.33 42.92' above sea level This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, Inc. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. NO WARRANTY EXPRESSED OR IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL DATA RESOURCES, INC. SPECIFICALLY DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES, INCLUDING WITHOUT LIMITATION, MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES, INC. BE LIABLE TO ANYONE, WHETHER ARISING OUT OF ERRORS OR OMISSIONS, NEGLIGENCE, ACCIDENT OR ANY OTHER CAUSE, FOR ANY LOSS OF DAMAGE, INCLUDING, WITHOUT LIMITATION, SPECIAL, INCIDENTAL, CONSEQUENTIAL, OR EXEMPLARY DAMAGES. ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES, INC. IS STRICTLY LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT. Purchaser accepts this Report "AS IS". Any analyses, estimates, ratings, environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor should they be interpreted as providing any facts regarding, or prediction or forecast of, any environmental risk for any property. Only a Phase I Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any property. Additionally, the information provided in this Report is not to be construed as legal advice. Copyright 2022 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or map of Environmental Data Resources, Inc., or its affiliates, is prohibited without prior written permission. 7123398 4 22157 page Topo Sheet Key This EDR Topo Map Report is based upon the following USGS topographic map sheets. - 2018 Source Sheets 2018 Casselberry 7.5-minute, 24000 2018 Oviedo 7.5-minute, 24000 2015 Source Sheets 2015 Casselberry 7.5-minute, 24000 2015 Oviedo 7.5-minute, 24000 2012 Source Sheets 2012 Casselberry 7.5-minute, 24000 2012 Oviedo 7.5-minute, 24000 1994 Source Sheets 1994 Casselberry 7.5-minute, 24000 Aerial Photo Revised 1994 7123398 4 32158 page Topo Sheet Key This EDR Topo Map Report is based upon the following USGS topographic map sheets. - 1980 Source Sheets 1980 Oviedo 7.5-minute, 24000 Aerial Photo Revised 1977 1980 Casselberry 7.5-minute, 24000 Aerial Photo Revised 1977 1972 Source Sheets 1972 Casselberry 7.5-minute, 24000 Aerial Photo Revised 1970 1970 Source Sheets 1970 Casselberry 7.5-minute, 24000 Aerial Photo Revised 1970 1970 Oviedo 7.5-minute, 24000 Aerial Photo Revised 1970 1962 Source Sheets 1962 Casselberry 7.5-minute, 24000 Aerial Photo Revised 1958 7123398 4 42159 Historical Topo Map page SITE NAME: ADDRESS: CLIENT: This report includes information from the following map sheet(s). - EW SW S SE NW N NE 2018 0 Miles 0.25 0.5 1 1.5 Sutton Crossing Tuskawilla Rd & FL 434 Winter Springs, FL 32708 Native Geoscience, Inc. TP, Casselberry, 2018, 7.5-minute E, Oviedo, 2018, 7.5-minute 7123398 4 52160 Historical Topo Map page SITE NAME: ADDRESS: CLIENT: This report includes information from the following map sheet(s). - EW SW S SE NW N NE 2015 0 Miles 0.25 0.5 1 1.5 Sutton Crossing Tuskawilla Rd & FL 434 Winter Springs, FL 32708 Native Geoscience, Inc. TP, Casselberry, 2015, 7.5-minute E, Oviedo, 2015, 7.5-minute 7123398 4 62161 Historical Topo Map page SITE NAME: ADDRESS: CLIENT: This report includes information from the following map sheet(s). - EW SW S SE NW N NE 2012 0 Miles 0.25 0.5 1 1.5 Sutton Crossing Tuskawilla Rd & FL 434 Winter Springs, FL 32708 Native Geoscience, Inc. TP, Casselberry, 2012, 7.5-minute E, Oviedo, 2012, 7.5-minute 7123398 4 72162 Historical Topo Map page SITE NAME: ADDRESS: CLIENT: This report includes information from the following map sheet(s). - EW SW S SE NW N NE 1994 0 Miles 0.25 0.5 1 1.5 Sutton Crossing Tuskawilla Rd & FL 434 Winter Springs, FL 32708 Native Geoscience, Inc. TP, Casselberry, 1994, 7.5-minute 7123398 4 82163 Historical Topo Map page SITE NAME: ADDRESS: CLIENT: This report includes information from the following map sheet(s). - EW SW S SE NW N NE 1980 0 Miles 0.25 0.5 1 1.5 Sutton Crossing Tuskawilla Rd & FL 434 Winter Springs, FL 32708 Native Geoscience, Inc. TP, Casselberry, 1980, 7.5-minute E, Oviedo, 1980, 7.5-minute 7123398 4 92164 Historical Topo Map page SITE NAME: ADDRESS: CLIENT: This report includes information from the following map sheet(s). - EW SW S SE NW N NE 1972 0 Miles 0.25 0.5 1 1.5 Sutton Crossing Tuskawilla Rd & FL 434 Winter Springs, FL 32708 Native Geoscience, Inc. TP, Casselberry, 1972, 7.5-minute 7123398 4 102165 Historical Topo Map page SITE NAME: ADDRESS: CLIENT: This report includes information from the following map sheet(s). - EW SW S SE NW N NE 1970 0 Miles 0.25 0.5 1 1.5 Sutton Crossing Tuskawilla Rd & FL 434 Winter Springs, FL 32708 Native Geoscience, Inc. TP, Casselberry, 1970, 7.5-minute E, Oviedo, 1970, 7.5-minute 7123398 4 112166 Historical Topo Map page SITE NAME: ADDRESS: CLIENT: This report includes information from the following map sheet(s). - EW SW S SE NW N NE 1962 0 Miles 0.25 0.5 1 1.5 Sutton Crossing Tuskawilla Rd & FL 434 Winter Springs, FL 32708 Native Geoscience, Inc. TP, Casselberry, 1962, 7.5-minute 7123398 4 122167 Property Record Card Parcel 26-20-30-5AR-0A00-008D Property Address 434 SR WINTER SPRINGS, FL 32708 Parcel Information Value Summary 2022 Working Values 2021 Certified Values Valuation Method Cost/Market Cost/Market Number of Buildings 0 0 Depreciated Bldg Value Depreciated EXFT Value Land Value (Market)$620,600 $394,081 Land Value Ag Just/Market Value $620,600 $394,081 Portability Adj Save Our Homes Adj $0 $0 Amendment 1 Adj $360,567 $157,687 P&G Adj $0 $0 Assessed Value $260,033 $236,394 2021 Tax Amount without Exemptions:$6,342.30 2021 Tax Bill Amount:$4,723.03 2021 Tax Savings with Exemptions:$1,619.27 * Does NOT INCLUDE Non Ad Valorem Assessments Legal Description PT OF LOT 8 DESC AS BEG INT WLY R/W ACL RR & NLY LI LOT 17 TUSKAWILLA EXT RUN NLY ALONG RR TO SLY R/W OVIEDO RD NWLY ALONG SLY R/W TO A PT N OF BEG S TO BEG (LESS RD) BLK A D R MITCHELLS SURVEY OF THE LEVY GRANT PB 1 PG 5 Parcel 26-20-30-5AR-0A00-008D Owner(s) SCHRIMSHER LAND FUND 1985 LTD - Tenants in Common :50 SCHRIMSHER LAND FUND VI LTD - Tenants in Common :10.45908 SCHRIMSHER LAND FUND V LTD - Tenants in Common :39.54092 Property Adrress 434 SR WINTER SPRINGS, FL 32708 Mailing 600 E COLONIAL DR STE 100 ORLANDO, FL 32803-4647 Subdivision Name D R MITCHELLS SURVEY OF THE LEVY GRANT Tax District W1-WINTER SPRINGS DOR Use Code 10-VAC GENERAL-COMMERCIAL Exemptions None Agricultural Classification No Taxes Taxing Authority Assessment Value Exempt Values Taxable Value SJWM(Saint Johns Water Management)$260,033 $0 $260,033 CITY WINTER SPRINGS $260,033 $0 $260,033 FIRE FUND $260,033 $0 $260,033 COUNTY GENERAL FUND $260,033 $0 $260,033 Schools $620,600 $0 $620,600 Sales Description Date Book Page Amount Qualified Vac/Imp ~/ParcelDetailInfo.aspx?PID=2620305AR0A00008D Page 1/2 2168 Land Method Frontage Depth Units Units Price Land Value SQUARE FEET 62060 $10.00 $620,600 Building Information Permits Permit #Description Agency Amount CO Date Permit Date 26920 INSTALL OUTDOOR ADVERTISING SIGN Winter Springs $6,596 5/1/1995 00801 SITE PLAN REVIEW - ALSO INCLUDES LOT 8H Winter Springs $0 5/5/2010 Extra Features Description Year Built Units Value New Cost Zoning Zoning Zoning Description Future Land Use Future Land Use Description T-C Town Center District Utility Information Fire Station Power Phone(Analog)Water Provider Sewer Provider Garbage Pickup Recycle Yard Waste Hauler 26.00 DUKE AT&T WINTER SPRINGS CITY OF WINTER SPRINGS NA NA NA NA Political Representation Commissioner US Congress State House Voting PrecinctState Senate Dist 2 - Jay Zembower Dist 7 - Stephanie Murphy Dist 28 - David "Dave" Smith Dist 9 - Jason Brodeur 49 School Information Elementary School District Middle School District High School District Layer Indian Trails Winter Springs ~/ParcelDetailInfo.aspx?PID=2620305AR0A00008D Page 2/2 2169 Property Record Card Parcel 26-20-30-5AR-0A00-008H Property Address E 434 SR WINTER SPRINGS, FL 32708 Parcel Information Value Summary 2022 Working Values 2021 Certified Values Valuation Method Cost/Market Cost/Market Number of Buildings 0 0 Depreciated Bldg Value Depreciated EXFT Value Land Value (Market)$383,430 $243,478 Land Value Ag Just/Market Value $383,430 $243,478 Portability Adj Save Our Homes Adj $0 $0 Amendment 1 Adj $236,126 $109,565 P&G Adj $0 $0 Assessed Value $147,304 $133,913 2021 Tax Amount without Exemptions:$3,918.51 2021 Tax Bill Amount:$2,793.40 2021 Tax Savings with Exemptions:$1,125.11 * Does NOT INCLUDE Non Ad Valorem Assessments Legal Description PT OF LOT 8 DESC AS FROM SE COR BLOCK C GARDENA FARMS TOWN SITES RUN N 55 DEG 28 MIN 13 SEC W 800 FT NWLY ALONG CURVE 1148.44 FT N 49 DEG 31 MIN 30 SEC E 250.50 FT TO POB RUN N 39 DEG 49 MIN 53 SEC W 659.48 FT NLY ALONG CURVE 133.83 FT TO POB RUN ELY ALONG CURVE 63.99 FT N 49 DEG 13 MIN 20 SEC E 22.84 FT N 50 DEG 22 MIN 25 SEC E TO WLY R/W SR 434 NWLY ALONG R/W TO WLY R/W OF RR SELY ALONG WLY R/W OF RR TO BEG (LESS PT NOT PLATTED) BLK A DR MITCHELLS SURVEY OF THE LEVY GRANT PB 1 PG 5 & SEC 06 TWP 21S RGE 31E FROM SE COR BLOCK C GARDENA FARMS TOWN SITES RUN N 55 DEG 28 MIN 13 SEC W 800 FT NWLY ALONG CURVE 1148.44 FT N 49 DEG 31 MIN 30 SEC E 250.50 FT TO POB RUN N 39 DEG 49 MIN 53 SEC W 659.48 FT NLY ALONG CURVE 133.83 FT TO POB RUN ELY ALONG CURVE 63.99 FT N 49 DEG 13 MIN 20 SEC E 22.84 FT N 50 DEG 22 MIN 25 SEC E TO WLY R/W SR 434 NWLY ALONG R/W TO WLY R/W OF RR SELY ALONG WLY R/W OF RR TO BEG (LESS PT PLATTED) Parcel 26-20-30-5AR-0A00-008H Owner(s) SCHRIMSHER LAND FUND VI LTD - Tenants in Common :10.4591 SCHRIMSHER LAND FUND V LTD - Tenants in Common :39.5409 SCHRIMSHER LAND FUND 1986-II LTD - Tenants in Common :50 Property Adrress E 434 SR WINTER SPRINGS, FL 32708 Mailing 600 E COLONIAL DR STE 100 ORLANDO, FL 32803-4647 Subdivision Name D R MITCHELLS SURVEY OF THE LEVY GRANT Tax District W1-WINTER SPRINGS DOR Use Code 10-VAC GENERAL-COMMERCIAL Exemptions None Agricultural Classification No Taxes Taxing Authority Assessment Value Exempt Values Taxable Value SJWM(Saint Johns Water Management)$147,304 $0 $147,304 CITY WINTER SPRINGS $147,304 $0 $147,304 FIRE FUND $147,304 $0 $147,304 COUNTY GENERAL FUND $147,304 $0 $147,304 Schools $383,430 $0 $383,430 ~/ParcelDetailInfo.aspx?PID=2620305AR0A00008H Page 1/2 2170 Sales Description Date Book Page Amount Qualified Vac/Imp SPECIAL WARRANTY DEED 02/02/2017 08856 0546 $277,200 No Vacant Land Method Frontage Depth Units Units Price Land Value SQUARE FEET 38343 $10.00 $383,430 Building Information Permits Permit #Description Agency Amount CO Date Permit Date 00490 CONSTRUCTION OF A 145 SUITE, 4 STORY RETIREMENT RESIDENCE.PAD PER PERMIT: 80 MICHAEL BLAKE BLVD. Winter Springs $25,405,047 7/8/2019 02739 CONSTRUCTION OF A RETAINING WALL.Winter Springs $162,200 8/15/2019 03654 CONSTRUCTION OF LIFT STATION Winter Springs $33,000 11/14/2019 Extra Features Description Year Built Units Value New Cost Zoning Zoning Zoning Description Future Land Use Future Land Use Description T-C Town Center District Utility Information Fire Station Power Phone(Analog)Water Provider Sewer Provider Garbage Pickup Recycle Yard Waste Hauler 26.00 DUKE AT&T WINTER SPRINGS CITY OF WINTER SPRINGS NA NA NA NA Political Representation Commissioner US Congress State House Voting PrecinctState Senate Dist 2 - Jay Zembower Dist 7 - Stephanie Murphy Dist 28 - David "Dave" Smith Dist 9 - Jason Brodeur 49 School Information Elementary School District Middle School District High School District Layer Indian Trails Winter Springs ~/ParcelDetailInfo.aspx?PID=2620305AR0A00008H Page 2/2 2171 Property Record Card Parcel 01-21-30-501-0000-0010 Property Address TUSKAWILLA RD WINTER SPRINGS, FL 32708 Parcel Information Value Summary 2022 Working Values 2021 Certified Values Valuation Method Cost/Market Cost/Market Number of Buildings 0 0 Depreciated Bldg Value Depreciated EXFT Value Land Value (Market)$1,200,293 $1,091,175 Land Value Ag Just/Market Value $1,200,293 $1,091,175 Portability Adj Save Our Homes Adj $0 $0 Amendment 1 Adj $542,085 $492,804 P&G Adj $0 $0 Assessed Value $658,208 $598,371 2021 Tax Amount without Exemptions:$17,561.26 2021 Tax Bill Amount:$12,500.71 2021 Tax Savings with Exemptions:$5,060.55 * Does NOT INCLUDE Non Ad Valorem Assessments Legal Description LOTS 1 + 2 + THAT PART OF LOTS 3 + 4 E OF GOLDENROD RD & 1/2 OF VACD ST ON S TUSKAWILLA PB 1 PG 5 Parcel 01-21-30-501-0000-0010 Owner(s)SCHOEN, PATTI A Property Adrress TUSKAWILLA RD WINTER SPRINGS, FL 32708 Mailing PO BOX 397 SCOTT DEPOT, WV 25560-0397 Subdivision Name TUSCAWILLA Tax District W1-WINTER SPRINGS DOR Use Code 1003-VAC FEEDER RD FRONTAGE Exemptions None Agricultural Classification No Taxes Taxing Authority Assessment Value Exempt Values Taxable Value SJWM(Saint Johns Water Management)$658,208 $0 $658,208 CITY WINTER SPRINGS $658,208 $0 $658,208 FIRE FUND $658,208 $0 $658,208 COUNTY GENERAL FUND $658,208 $0 $658,208 Schools $1,200,293 $0 $1,200,293 Sales Description Date Book Page Amount Qualified Vac/Imp Land Method Frontage Depth Units Units Price Land Value ~/ParcelDetailInfo.aspx?PID=01213050100000010 Page 1/2 2172 SQUARE FEET 145490 $8.25 $1,200,293 Building Information Permits Permit #Description Agency Amount CO Date Permit Date 01144 SITE SIGN - TUSKAWILLA RD & E SR 434 Winter Springs $604 5/5/2004 Extra Features Description Year Built Units Value New Cost Zoning Zoning Zoning Description Future Land Use Future Land Use Description T-C Town Center District Utility Information Fire Station Power Phone(Analog)Water Provider Sewer Provider Garbage Pickup Recycle Yard Waste Hauler 26.00 DUKE AT&T WINTER SPRINGS CITY OF WINTER SPRINGS NA NA NA NA Political Representation Commissioner US Congress State House Voting PrecinctState Senate Dist 2 - Jay Zembower Dist 7 - Stephanie Murphy Dist 28 - David "Dave" Smith Dist 9 - Jason Brodeur 49 School Information Elementary School District Middle School District High School District Layer Indian Trails Winter Springs ~/ParcelDetailInfo.aspx?PID=01213050100000010 Page 2/2 2173 2174 21 7 5 21 7 6 2177 2178 1 Cain Diehl From:Kristin Banks <Kristin@equinox-development.com> Sent:Monday, October 17, 2022 8:08 PM To:Cain Diehl Cc:Kirsten Davis; Ryan Stahl Subject:RE: Phase I Proposal - Sutton Crossings, Winter Springs Cain,     I confirmed with the Schoens the information provided from the questionnaire in 2020 is still accurate. Let me know if  you need anything else.     Thank you!       KRISTIN BANKS Development Coordinator O 407.628.0077 C 404.324.2874 630 S. Maitland Ave. Suite 100, Maitland, FL 32751 Kristin@equinox-development.com  Equinox-Development.com From: Cain Diehl <cdiehl@nativegeo.com>   Sent: Monday, October 17, 2022 9:36 AM  To: Kristin Banks <Kristin@equinox‐development.com>  Cc: Kirsten Davis <kirsten@equinox‐development.com>; Ryan Stahl <RStahl@equinox‐development.com>  Subject: RE: Phase I Proposal ‐ Sutton Crossings, Winter Springs    Good morning Kristin,    Any luck with Ms. Schoen?  We are ready to finalize the report once we hear back.  Thanks!    ____  Cain    From: Kristin Banks <Kristin@equinox‐development.com>   Sent: Thursday, October 13, 2022 9:49 AM  To: Cain Diehl <cdiehl@nativegeo.com>  Cc: Kirsten Davis <kirsten@equinox‐development.com>; Ryan Stahl <RStahl@equinox‐development.com>  Subject: RE: Phase I Proposal ‐ Sutton Crossings, Winter Springs    We will follow up with her‐   I’ll keep you posted.     2179 Natural Attenuation Monitoring Quarterly Report Site: Handy Way Food Store #3333 170 Tuskawilla Road Winter Springs, Seminole County, Florida FDEP Facility No. 59/8516641 Work Order No.2013-59-W2072A Prepared for: David M. Press Orange County Environmental Protection Division 800 Mercy Drive, Suite 4 Orlando, Florida 32808 Prepared by: 320 East South Street Orlando, Florida 32801 (407) 304-4400 February 1, 2013 AECOM Project No. 60277373 2180 2181 Natural Attenuation Monitoring Quarterly Report Handy Way #3333 TABLE OF CONTENTS Section Page 1.0 INTRODUCTION ............................................................................................................. 1 2.0 GROUNDWATER SAMPLING ........................................................................................ 1 3.0 OBSERVATIONS/RECOMMENDATIONS ...................................................................... 2 4.0 CLOSURE ....................................................................................................................... 2 TABLES Table 1 Groundwater Elevation Table Table 2 Groundwater Monitor Well Analytical Summary FIGURES Figure 1 Site Map Figure 2 Groundwater Contour Map, January 23, 2013 Figure 3 Groundwater Contamination Map APPENDICES Appendix A Laboratory Analytical Report Appendix B FDEP Groundwater Sampling Logs 2182 Natural Attenuation Monitoring Quarterly Report Handy Way #3333 L\Work\FDEP\Preapproval\Handy Way 3333\7.0_Deliverables\ 1 February 2013 1.0 INTRODUCTION AECOM Technical Services, Inc.(AECOM), is pleased to present the Orange County Environmental Protection Division (OCEPD) with this Natural Attenuation Monitoring Quarterly Report for the former Handy Way #3333 site, located at 170 Tuskawilla Road, Winter Springs, Florida. Work at this site is being performed under Florida Department of Environmental Protection (FDEP) Petroleum Preapproval Program Work Order #2013-59-W 2072A and this report is intended to satisfy the requirements of the Event 2 and final deliverable. This report documents the recent groundwater sampling activities, consisting of the collection of groundwater samples from four existing monitor wells. Figure 1 presents the current site layout. 2.0 GROUNDWATER SAMPLING On January 23, 2013, AECOM personnel collected the required groundwater samples from monitor wells CW -2, MW-1, MW -4 and MW -16. The collected samples were analyzed by the selected laboratory for volatile organic aromatic compounds (VOA) by EPA Methods 8260B and for polynuclear aromatic hydrocarbons (PAH) by EPA Method 8270C. This groundwater sampling event was conducted in accordance with FDEP-SOP 001/01 guidance. Samples were placed on ice upon collection and kept on ice until they were delivered to the laboratory. Water level measurements were recorded from the monitor wells selected for sampling, prior to purging water from any of the wells. A summary of current and historical water level data for the site is provided in Table 1. A groundwater contour map for January 23, 2013 is provided as Figure 2. The groundwater flow direction at the site was determined to be southeast at the time of sampling, which is consistent with previous determinations. A review of the recent groundwater analytical results indicates th at no contaminant of concern was detected above FDEP GCTLs in any of the four wells sampled. Trace levels of contaminants were detected in MW-4, as indicated in the table below: Contaminant Detected Concentration (ug/l) FDEP GCTL (ug/l) Benzene Ethylbenzene Naphthalene 1-methylnaphthalene 2-methylnaphthalene 0.8 I 9.5 9.8 1.5 1.6 1 40 14 28 28 As indicated above, none of the contaminants detected in MW-4 exceed the FDEP GCTLs. This is the second consecutive quarterly sampling event for this site that indicates no contamination above FDEP cleanup criteria. A historical summary of groundwater monitor well analytical data is provided in Table 2. A current groundwater contamination map illustrating recent analytical data is provided as Figure 3. A copy of the laboratory analytical report for the groundwater sampling event is presented in Appendix A and FDEP groundwater sampling logs are provided in Appendix B. 2183 Natural Attenuation Monitoring Quarterly Report Handy Way #3333 L\Work\FDEP\Preapproval\Handy Way 3333\7.0_Deliverables\ 2 February 2013 3.0 OBSERVATIONS/RECOMMENDATIONS Upon review of the recent and historical groundwater analytical data, the following observations are offered: The current groundwater flow direction appears to be southeast, which is consistent with previous determinations. The recent groundwater analytical results indicate contaminant reductions such that no well/sample currently exceeds the FDEP GCTLs. This is the second consecutive quarterly sampling event where all wells sampled meet the FDEP cleanup criteria. AECOM recommends further Natural Attenuation Monitoring (NAM) be conducted at this site for an additional two quarters, in accordance with the approved NAM Approval Letter, dated October 8, 2012. Should the third and fourth quarter groundwater sampling results indicate that there are no contaminants detected above the FDEP GCTL, then the issuance of a Site Rehabilitation Completion Order will be recommended. However, if contaminant rebound is observed and active remediation should be considered necessary in the future, AECOM will evaluate short term, episodic air sparge/soil vapor extraction events for feasibility and cost effectiveness. 4.0 CLOSURE AECOM appreciates the opportunity to be of continued service to Orange County and the FDEP at this site. Should you have any questions or comments concerning this report, please do not hesitate to contact Dan Phillips at (407) 304-4434. 2184 Tables 2185 Florida Department of Environmental Protection Bureau of Waste Cleanup - Petroleum Cleanup Section Natural Attenuation Monitoring All Measurements = Feet No Data = Blank WELL NO.MW-1 MW-2 MW-3 MW-4 MW-5D MW-6 MW-7 MW-8 DIAMETER (IN.)2 2 2 2 2 2 2 2 WELL DEPTH (FT.)14.10 13.80 13.70 13.80 32.80 13.80 13.70 14.40 SCREEN INT. (FT.)4.1-14.1 3.8-13.8 3.7-13.7 3.8-13.8 27.8-32.8 3.8-13.8 3.7-13.7 1.9-14.4 TOC ELEVATION (FT.)49.84 49.92 49.46 49.50 50.01 50.34 49.86 49.58 DATE ELEV DTW FP ELEV DTW FP ELEV DTW FP ELEV DTW FP ELEV DTW FP ELEV DTW FP ELEV DTW FP ELEV DTW FP 03/28/94 09/15/94 46.58 3.26 46.48 3.44 46.71 2.75 46.79 2.71 46.23 3.78 46.59 3.75 46.72 3.14 09/26/94 47.94 1.90 47.90 2.02 47.94 1.52 47.93 1.57 47.84 2.17 47.84 2.50 47.72 2.14 11/10/94 46.56 3.28 46.47 3.45 46.70 2.76 46.75 2.75 46.61 3.40 46.50 3.84 46.79 3.07 05/19/95 46.39 3.45 destroyed/46.35 3.11 46.42 3.08 destroyed/destroyed/46.46 3.40 06/02/95 46.04 3.80 abandoned 45.94 3.52 45.99 3.51 abandoned abandoned 46.04 3.82 46.06 3.52 06/21/95 46.40 3.44 46.48 2.98 46.56 2.94 46.62 3.24 46.63 2.95 08/08/95 48.04 1.80 48.29 1.17 48.37 1.13 48.42 1.44 48.55 1.03 12/18/95 45.74 4.10 46.01 3.45 46.03 3.47 45.97 3.89 46.27 3.31 06/29/00 41.89 7.95 42.05 7.41 42.08 7.42 41.93 7.93 42.21 7.37 10/26/00 42.96 6.54 11/30/00 42.04 7.80 42.13 7.33 42.16 7.34 42.20 7.66 42.19 7.39 01/29/01 41.23 8.61 41.28 8.18 41.31 8.19 41.37 8.49 41.34 8.24 05/24/01 40.76 9.08 40.73 8.73 40.87 8.63 40.91 8.95 40.81 8.77 06/04/01 41.10 8.36 41.20 8.30 41.24 8.34 11/02/01 44.97 4.87 45.13 4.33 45.20 4.30 45.32 4.54 45.29 4.29 02/22/02 43.58 6.26 43.81 5.65 43.74 5.76 43.80 6.06 43.82 5.76 07/23/02 45.19 4.65 45.45 4.01 45.57 3.93 45.55 4.31 45.72 3.86 10/04/02 45.93 3.91 46.31 3.15 46.48 3.02 46.59 3.27 46.67 2.91 05/20/03 44.48 5.36 44.70 4.76 44.77 4.73 44.86 5.00 44.89 4.69 08/28/03 45.94 3.90 46.25 3.21 46.39 3.11 46.46 3.40 46.60 2.98 11/20/03 44.55 5.29 44.90 4.56 44.88 4.62 44.95 4.91 45.01 4.57 02/27/04 44.09 5.75 44.18 5.28 44.27 5.23 44.25 5.61 44.37 5.21 06/03/04 42.23 7.61 42.33 7.13 42.39 7.11 42.46 7.40 42.43 7.15 12/07/04 45.63 4.21 44.86 4.60 44.94 4.56 44.98 4.88 45.07 4.51 04/18/05 44.19 5.65 44.37 5.09 44.43 5.07 44.46 5.40 44.53 5.05 10/14/05 45.54 4.30 45.81 3.65 45.90 3.60 45.92 3.94 46.08 3.50 04/28/06 42.59 7.25 42.51 6.95 42.55 6.95 42.56 7.30 41.78 7.80 11/21/06 42.59 7.25 42.65 6.81 42.70 6.80 42.76 7.10 42.78 6.80 06/28/07 41.99 7.85 42.22 7.24 42.20 7.30 42.21 7.65 42.27 7.31 12/05/07 41.56 8.28 41.60 7.86 41.71 7.79 41.81 8.05 41.73 7.85 07/17/08 42.75 7.05 11/06/08 45.24 4.60 45.54 3.92 45.94 3.86 45.78 3.80 07/31/12 43.27 6.57 43.45 6.01 43.81 5.99 43.58 6.00 10/24/12 44.62 5.22 45.18 4.62 01/23/13 43.21 6.63 43.67 6.13 TABLE 1: GROUNDWATER ELEVATION TABLE Facility ID#:598516641Facility Name:Handy Way #3333 Page 1 of 3 Rev: 2/1/2013 2186 Florida Department of Environmental Protection Bureau of Waste Cleanup - Petroleum Cleanup Section Natural Attenuation Monitoring All Measurements = Feet No Data = Blank TABLE 1: GROUNDWATER ELEVATION TABLE Facility ID#:598516641Facility Name:Handy Way #3333 WELL NO.MW-9 MW-10 MW-11 MW-12 MW-13 MW-14 MW-15 MW-16 DIAMETER (IN.)2 2 2 2 2 2 2 2 WELL DEPTH (FT.)14.10 14.30 14.20 8.40 14.50 14.50 14.50 14.50 SCREEN INT. (FT.)1.6-14.1 4.3-14.3 1.7-14.2 3.4-8.4 4 - 14 4 - 14 4 - 14 4.5- 14.5 TOC ELEVATION (FT.)49.87 50.07 50.74 50.98 49.78 49.65 49.77 50.40 DATE ELEV DTW FP ELEV DTW FP ELEV DTW FP ELEV DTW FP ELEV DTW FP ELEV DTW FP ELEV DTW FP ELEV DTW FP 03/28/94 09/15/94 09/26/94 11/10/94 05/19/95 06/02/95 45.14 4.73 45.91 4.16 45.83 4.91 06/21/95 46.73 3.14 46.47 3.60 46.29 4.45 08/08/95 48.57 1.30 48.22 1.85 48.07 2.67 12/18/95 46.26 3.61 45.53 4.54 45.29 5.45 45.13 5.85 06/29/00 42.04 7.83 41.91 8.16 41.83 8.91 abandoned 10/26/00 43.08 6.79 43.17 6.61 43.16 6.49 43.13 6.64 11/30/00 42.25 7.62 42.18 7.89 42.07 8.67 42.31 7.47 42.31 7.34 42.28 7.49 01/29/01 41.41 8.46 41.34 8.73 41.26 9.48 41.42 8.36 41.42 8.23 41.42 8.35 41.28 9.12 05/24/01 40.91 8.96 40.84 9.23 40.77 9.97 40.87 8.91 40.91 8.74 40.93 8.84 40.92 9.48 06/04/01 41.10 8.97 41.06 9.34 11/02/01 45.42 4.45 45.22 4.85 45.74 4.04 45.55 4.10 45.56 4.21 45.05 5.35 02/22/02 43.86 6.01 43.76 6.31 43.62 7.12 44.10 5.68 44.03 5.62 43.97 5.80 43.66 6.74 07/23/02 45.71 4.16 45.46 4.61 45.26 5.48 46.67 3.11 46.30 3.35 46.01 3.76 45.29 5.11 10/04/02 46.81 3.06 46.33 3.74 46.42 4.32 47.48 2.30 47.28 2.37 47.08 2.69 46.06 4.34 05/20/03 44.97 4.90 44.71 5.36 44.50 6.24 45.37 4.41 45.23 4.42 45.12 4.65 44.65 5.75 08/28/03 46.70 3.17 46.27 3.80 46.03 4.71 47.44 2.34 47.21 2.44 47.00 2.77 46.00 4.40 11/20/03 45.06 4.81 44.82 5.25 46.53 4.21 45.55 4.23 45.40 4.25 45.28 4.49 44.65 5.75 02/27/04 44.36 5.51 44.19 5.88 46.33 4.41 45.03 4.75 44.77 4.88 44.55 5.22 44.15 6.25 06/03/04 42.49 7.38 42.42 7.65 42.53 7.25 42.54 7.11 42.53 7.24 42.35 8.05 12/07/04 45.13 4.74 44.86 5.21 45.68 4.10 45.52 4.13 45.36 4.41 44.69 5.71 04/18/05 44.58 5.29 44.37 5.70 44.20 6.54 45.00 4.78 44.88 4.77 44.75 5.02 44.26 6.14 10/14/05 46.14 3.73 45.79 4.28 45.56 5.18 46.79 2.99 46.61 3.04 46.40 3.37 45.58 4.82 04/28/06 42.63 7.24 42.52 7.55 42.45 8.29 42.74 7.04 42.68 6.97 42.67 7.10 42.41 7.99 11/21/06 42.86 7.01 42.72 7.35 42.59 8.15 43.03 6.75 42.99 6.66 42.93 6.84 42.63 7.77 06/28/07 42.32 7.55 42.59 8.71 42.57 7.21 42.50 7.15 42.42 7.35 42.08 8.32 12/05/07 41.86 8.01 41.77 8.30 41.98 7.80 41.95 7.70 41.92 7.85 41.66 8.74 11/06/08 45.31 5.09 07/31/12 43.35 7.39 43.36 7.04 10/24/12 44.68 5.72 01/23/13 43.25 7.15 unable to open Could not locate Could not locate Could not locate Page 2 of 3 Rev: 2/1/2013 2187 Florida Department of Environmental Protection Bureau of Waste Cleanup - Petroleum Cleanup Section Natural Attenuation Monitoring All Measurements = Feet No Data = Blank TABLE 1: GROUNDWATER ELEVATION TABLE Facility ID#:598516641Facility Name:Handy Way #3333 WELL NO.MW-17 MW-18 CW-1 CW-2 CW-3 CW-4 DIAMETER (IN.)2 2 2 2 2 2 WELL DEPTH (FT.)15.00 13.14 14.70 11.20 14.40 14.60 SCREEN INT. (FT.)5-15 3-13.14 -2.0-11.2'-- TOC ELEVATION (FT.)48.71 49.80 50.31 49.80 49.99 50.44 DATE ELEV DTW FP ELEV DTW FP ELEV DTW FP ELEV DTW FP ELEV DTW FP ELEV DTW FP ELEV DTW FP ELEV DTW FP 03/28/94 44.61 5.70 44.61 5.19 44.47 5.52 44.44 6.00 09/15/94 09/26/94 47.76 2.55 47.90 1.90 47.89 2.10 47.86 2.58 11/10/94 46.64 3.67 46.75 3.05 46.55 3.44 46.49 3.95 05/19/95 destroyed/destroyed/destroyed/ 06/02/95 abandoned 44.97 4.83 abandoned abandoned 06/21/95 46.48 3.32 08/08/95 48.24 1.56 12/18/95 45.74 4.06 06/29/00 41.94 7.86 10/26/00 42.94 6.86 11/30/00 42.14 7.66 01/29/01 41.23 7.48 41.27 8.53 05/24/01 40.74 7.97 40.90 8.90 06/04/01 11/02/01 44.68 4.03 44.31 5.49 02/22/02 43.59 5.12 43.69 6.11 07/23/02 45.16 3.55 45.51 4.29 45.40 4.40 10/04/02 46.11 2.60 46.55 3.25 46.23 3.57 05/20/03 44.42 4.29 44.75 5.05 44.43 5.37 08/28/03 45.73 2.98 46.38 3.42 46.19 3.61 11/20/03 44.51 4.20 44.86 4.94 44.73 5.07 02/27/04 44.05 4.66 44.22 5.58 44.16 5.64 06/03/04 42.29 6.42 42.40 7.40 42.35 7.45 12/07/04 44.54 4.17 44.91 4.89 44.78 5.02 04/18/05 44.20 4.51 44.43 5.37 44.33 5.47 10/14/05 45.49 3.22 45.88 3.92 45.72 4.08 04/28/06 42.44 6.27 42.53 7.27 42.50 7.30 11/21/06 42.54 6.17 42.72 7.08 42.65 7.15 06/28/07 42.19 7.61 42.10 7.70 12/05/07 41.71 8.09 41.65 8.15 07/17/08 42.25 7.55 11/06/08 45.42 4.38 07/31/12 43.54 6.26 43.42 6.38 10/24/12 44.76 5.04 1/23/2013 43.30 6.50Notes:Elevations are in feet referenced to a Seminole County roadway bench mark of 49.63 feet AMSL. The top of casing elevation is slightly below ground. CW-2 was repaired May 31, 1995, and the top of casing elevation changed slightly. Page 3 of 3 Rev: 2/1/2013 2188 Florida Department of Environmental Protection -- Bureau of Waste Cleanup - Petroleum Cleanup Section -- Site Assessment TABLE 2: GROUNDWATER MONITOR WELL ANALYTICAL SUMMARY Facility Name: Handy Way #3333 Analytical Results = µg/L Blank or N\A = Not Analyzed Sample Ethyl Total 2-Methyl-1-Methyl-Total 1,2 Dichloro Location Date Benzene Toluene Benzene Xylenes Naphthalene Naphthalene Lead ethane FDEP GCTLs3 1 40 30 20 20 14 28 28 15 3 0.02 FDEP NADCs 4 100 400 300 200 200 140 280 280 150 300 20 MW-1 09/26/94 <1 <1 <1 <3 <2 <5 <1 <0.02 05/19/95 <1 <1 <1 <3 <2 06/29/00 <1 <1 <1 <3 <2 02/22/02 <1 <1 <1 <3 10 <5 <5 <5 07/23/02 <1 <1 <1 <3 20 <5 <5 <5 10/04/02 <1 <1 <1 <3 5 <5 <5 <5 05/20/03 <1 <1 <1 <3 <1 <5 <5 <5 08/28/03 <1 <1 <1 <3 <1 <5 <5 <5 11/20/03 <1 <1 <1 <3 <2 <5 <5 <5 02/27/03 <1 <1 <1 <3 <5 <5 <5 <5 12/07/04 <1 <1 <1 <3 <5 <5 <5 <5 10/14/05 <1 <1 <1 <3 <5 <1 <1 <1 05/01/06 1 U 6 1 U 3 U 5 U 1.0 U 1.0 U 1.0 U 11/21/06 0.5 U 0.5 U 0.5 U 1.5 U 2.0 U 0.16 U 0.12 U 0.23 U 06/28/07 0.5 U 1.0 U 0.5 U 1.5 U 1.0 U 0.16 U 0.12 U 0.23 U 12/05/07 0.5 U 1.0 U 0.5 U 1.5 U 1.0 U 0.18 U 0.19 U 0.21 U 11/06/08 4.9 1.0 U 2.6 1.5 U 1.0 U 15 0.36 I 0.40 I 07/31/12 0.5 U 1.0 U 0.5 U 1.5 U 1.0 U 10/24/12 0.5 U 1.0 U 0.5 U 1.5 U 1.0 U 0.10 U 0.10 U 0.10 U 01/23/13 0.5 U 1.0 U 0.5 U 1.5 U 1.0 U 0.13 I 0.10 U 0.10 U MW-2 09/26/94 <1 <1 <1 <3 <2 <5 <1 <0.02 EDB2MTBE1Naphthalene Facility ID#: 598516641 L:\work\FDEP\Preapproval\Handy Way 3333\7.0_Deliverables\2012 Analytical Tables.xls Page 1 of 8 Rev: 2/1/2013 2189 Florida Department of Environmental Protection -- Bureau of Waste Cleanup - Petroleum Cleanup Section -- Site Assessment TABLE 2: GROUNDWATER MONITOR WELL ANALYTICAL SUMMARY Facility Name: Handy Way #3333 Analytical Results = µg/L Blank or N\A = Not Analyzed Sample Ethyl Total 2-Methyl-1-Methyl-Total 1,2 Dichloro Location Date Benzene Toluene Benzene Xylenes Naphthalene Naphthalene Lead ethane FDEP GCTLs3 1 40 30 20 20 14 28 28 15 3 0.02 FDEP NADCs 4 100 400 300 200 200 140 280 280 150 300 20 EDB2MTBE1Naphthalene Facility ID#: 598516641 MW-3 09/26/94 <1 6 <1 <3 <2 <5 <1 <0.02 05/19/95 <1 <1 <1 <3 <2 06/29/00 <1.0 <1.0 <1.0 <3.0 <2.0 06/04/01 <1 <1 <1 <3 9 <5 <5 <5 11/02/01 <1 <1 <1 <3 6 02/22/02 <1 <1 <1 <3 2 07/23/02 <1 <1 <1 <3 6 10/04/02 <1 <1 <1 <3 <1 05/20/03 <1 <1 <1 <3 <1 08/28/03 <1 <1 <1 <3 <1 11/20/03 <1 <1 <1 <3 <2 02/27/04 <1 <1 <1 <3 <5 12/07/04 <1 <1 <1 <3 <5 <5 <5 <5 11/06/08 0.5 U 1.0 U 0.5 U 1.5 U 1.0 U 0.10 U 0.10 U 0.10 U 07/31/12 0.5 U 1.0 U 0.5 U 1.5 U 1.0 U 0.10 U 0.10 U 0.10 U L:\work\FDEP\Preapproval\Handy Way 3333\7.0_Deliverables\2012 Analytical Tables.xls Page 2 of 8 Rev: 2/1/2013 2190 Florida Department of Environmental Protection -- Bureau of Waste Cleanup - Petroleum Cleanup Section -- Site Assessment TABLE 2: GROUNDWATER MONITOR WELL ANALYTICAL SUMMARY Facility Name: Handy Way #3333 Analytical Results = µg/L Blank or N\A = Not Analyzed Sample Ethyl Total 2-Methyl-1-Methyl-Total 1,2 Dichloro Location Date Benzene Toluene Benzene Xylenes Naphthalene Naphthalene Lead ethane FDEP GCTLs3 1 40 30 20 20 14 28 28 15 3 0.02 FDEP NADCs 4 100 400 300 200 200 140 280 280 150 300 20 EDB2MTBE1Naphthalene Facility ID#: 598516641 MW-4 09/27/94 370 420 430 1690 19 12 <1 <0.02 05/19/95 390 5 560 269 13 08/08/95 490 10 700 390 210 06/29/00 150 <10 600 <30 <20 Duplicate 06/29/00 150 <10 610 <30 <20 10/26/00 82 <10 200 <30 <20 Duplicate 10/26/00 79 <10 180 <30 <20 01/29/01 16 <1.0 53 5.0 3.0 210 71 40 <5.0 06/04/01 30 <1 48 4*3.0 180 65 37 11/02/01 14 1 57 5 24 77 20 25 02/22/02 44 3 248 3*<1 88 25 18 07/23/02 23 2 96 4 5 99 24 21 10/04/02 17 1 86 <4 <1 76 22 18 05/20/03 13 1 59 3 <1 51 14 13 08/28/03 11 1 90 <3 <1 75 20 15 11/20/03 11 1 62 4 <2 83 25 21 02/27/04 4 <1 17 <3 <5 38 11 9 06/03/04 12 2 37 4 <5 148 38 30 12/07/04 6 4 68 7 <5 57 17 11 04/18/05 2 <1 17 <3 <5 49 11 9.5 10/14/05 5 0.9 67 2.6 <5 79 20 14 04/28/06 4 0.6 I 37 2.2 I 5 U 30 7.5 7.5 11/21/06 1 0.5 U 10 1.7 U I 2.8 I 57 10 6.5 06/28/07 6 1.0 U 94 1.6 I 1.0 U 43 6.9 7.3 12/05/07 1.5 1.0 U 24 1.5 U 1.0 U 23 4.7 4.2 07/17/08 0.7 I 1.0 U 18 1.5 U 1.0 U 0.10 U 0.10 U 0.10 U 11/06/08 1.6 1.0 U 50 1.5 U 1.0 U 18 2.8 2.3 07/31/12 1.2 1.0 U 15 1.5 U 1.0 U 25 2.4 4.2 10/24/12 0.5 I 1.0 U 6.3 1.5 U 1.0 U 7.8 0.92 0.6 01/23/13 0.8 I 1.0 U 9.5 1.5 U 1.0 U 9.8 1.5 1.6 L:\work\FDEP\Preapproval\Handy Way 3333\7.0_Deliverables\2012 Analytical Tables.xls Page 3 of 8 Rev: 2/1/2013 2191 Florida Department of Environmental Protection -- Bureau of Waste Cleanup - Petroleum Cleanup Section -- Site Assessment TABLE 2: GROUNDWATER MONITOR WELL ANALYTICAL SUMMARY Facility Name: Handy Way #3333 Analytical Results = µg/L Blank or N\A = Not Analyzed Sample Ethyl Total 2-Methyl-1-Methyl-Total 1,2 Dichloro Location Date Benzene Toluene Benzene Xylenes Naphthalene Naphthalene Lead ethane FDEP GCTLs3 1 40 30 20 20 14 28 28 15 3 0.02 FDEP NADCs 4 100 400 300 200 200 140 280 280 150 300 20 EDB2MTBE1Naphthalene Facility ID#: 598516641 MW-5D 09/27/94 <1 <1 <1 <3 <2 131 <1 <0.02 MW-6 09/27/94 <1 <1 <1 <3 <2 <5 <1 <0.02 MW-7 09/26/94 <1 <1 <1 <3 <2 <5 <1 <0.02 05/19/95 <1 <1 <1 <3 <2 06/29/00 <1.0 <1.0 <1.0 <3.0 <2.0 MW-8 06/02/95 4 <1 <1 10 4400 18 <1 <0.02 08/08/95 1 3 1 8 44 06/29/00 <1.0 <1.0 <1.0 <3.0 6.0 ** 01/29/01 <1.0 <1.0 <1.0 <3.0 14 <10 <10 <10 <5.0 06/04/01 <1 <1 <1 <3 43 11/02/01 <1 <1 <1 <3 <1 02/22/02 <1 <1 <1 <3 1 07/23/02 <1 <1 <1 <3 4 10/04/02 <1 <1 <1 <3 <1 05/20/03 <1 <1 <1 <3 <1 08/28/03 <1 <1 <1 <3 <1 11/20/03 <1 <1 <1 <3 <2 02/27/04 <1 <1 <1 <3 <5 11/21/06 0.5 U 0.5 U 0.5 U 1.5 U 2.0 U 0.16 U 0.12 U 0.23 U 06/28/07 0.5 U 1.0 U 0.5 U 1.5 U 1.0 U 0.16 U 0.12 U 0.23 U 12/05/07 0.5 U 1.0 U 0.5 U 1.5 U 1.0 U 0.18 U 0.19 U 0.21 U 11/06/08 0.5 U 1.0 U 0.5 U 1.5 U 1.0 U 0.10 U 0.10 U 0.10 U 07/31/12 0.5 U 1.0 U 0.5 U 1.5 U 1.0 U L:\work\FDEP\Preapproval\Handy Way 3333\7.0_Deliverables\2012 Analytical Tables.xls Page 4 of 8 Rev: 2/1/2013 2192 Florida Department of Environmental Protection -- Bureau of Waste Cleanup - Petroleum Cleanup Section -- Site Assessment TABLE 2: GROUNDWATER MONITOR WELL ANALYTICAL SUMMARY Facility Name: Handy Way #3333 Analytical Results = µg/L Blank or N\A = Not Analyzed Sample Ethyl Total 2-Methyl-1-Methyl-Total 1,2 Dichloro Location Date Benzene Toluene Benzene Xylenes Naphthalene Naphthalene Lead ethane FDEP GCTLs3 1 40 30 20 20 14 28 28 15 3 0.02 FDEP NADCs 4 100 400 300 200 200 140 280 280 150 300 20 EDB2MTBE1Naphthalene Facility ID#: 598516641 MW-9 06/02/95 <1 <1 <1 <3 <2 15 <1 <0.02 06/29/00 <1.0 <1.0 <1.0 <3.0 <2.0 10/26/00 <1.0 <1.0 <1.0 <3.0 <2.0 01/29/01 <1.0 <1.0 <1.0 <3.0 <2.0 <10 <10 <10 <5.0 MW-10 06/02/95 <1 800 2 3 2300 20 <1 <0.02 08/08/95 <1 3 <1 <3 16 06/29/00 <1.0 <1.0 <1.0 <3.0 <2.0 06/04/01 <1 <1 <1 <3 <1 <5 <5 <5 04/28/06 2 U MW-11 06/02/95 <1 <1 <1 <3 <2 31 <1 <0.02 06/29/00 <1.0 <1.0 <1.0 <3.0 <2.0 10/14/05 <1 <1 <1 <3 <5 <1 <1 <1 04/28/06 2 U 07/31/12 0.5 U 1.0 U 0.5 U 1.5 U 1.0 U MW-12 12/18/95 <1 <1 <1 <3 <2 MW-13 10/26/00 <1.0 <1.0 <1.0 <3.0 <2.0 MW-14 10/26/00 <1 <1 45 3 20 11/22/00 <1 <1 <1 <3 15 01/29/01 <1 <1 <1 <3 6 L:\work\FDEP\Preapproval\Handy Way 3333\7.0_Deliverables\2012 Analytical Tables.xls Page 5 of 8 Rev: 2/1/2013 2193 Florida Department of Environmental Protection -- Bureau of Waste Cleanup - Petroleum Cleanup Section -- Site Assessment TABLE 2: GROUNDWATER MONITOR WELL ANALYTICAL SUMMARY Facility Name: Handy Way #3333 Analytical Results = µg/L Blank or N\A = Not Analyzed Sample Ethyl Total 2-Methyl-1-Methyl-Total 1,2 Dichloro Location Date Benzene Toluene Benzene Xylenes Naphthalene Naphthalene Lead ethane FDEP GCTLs3 1 40 30 20 20 14 28 28 15 3 0.02 FDEP NADCs 4 100 400 300 200 200 140 280 280 150 300 20 EDB2MTBE1Naphthalene Facility ID#: 598516641 MW-15 10/26/00 <1 <1 <1 <3 4 MW-16 01/29/01 <1.0 <1.0 <1.0 3.0 <2.0 <10 <10 <10 150 06/04/01 <1 <1 <1 <3 <1 <5 11/02/01 <1 <1 <1 <3 <1 02/22/02 <1 <1 <1 <3 <1 07/23/02 <1 <1 <1 <3 <1 10/04/02 <1 <1 <1 <3 <1 05/20/03 <1 <1 <1 <3 <1 08/28/03 <1 <1 <1 <3 <1 11/20/03 <1 <1 <1 <3 <2 02/27/04 <1 <1 <1 <3 <5 12/07/04 <1 <1 <1 <3 <5 <5 <5 <5 04/18/05 <1 <1 <1 <3 <5 <1 <1 <1 10/14/05 <1 <1 <1 <3 <5 <1 <1 <1 04/28/06 1 U 1 U 1 U 3 U 5 U 0.5 I 1.0 U 1.0 U 11/21/06 0.5 U 0.5 U 0.5 U 1.5 U 2.0 U 0.16 U 0.12 U 0.23 U 06/28/07 0.5 U 1.0 U 0.5 U 1.5 U 1.0 U 0.16 U 0.12 U 0.23 U 12/05/07 0.5 U 1.0 U 0.5 U 1.5 U 1.0 U 0.18 U 0.19 U 0.21 U 11/06/08 0.5 U 1.0 U 0.5 U 1.5 U 1.0 U 0.10 U 0.10 U 0.10 U 07/31/12 0.5 U 1.0 U 0.5 U 1.5 U 1.0 U 10/24/12 0.5 U 1.0 U 0.5 U 1.5 U 1.0 U 0.10 U 0.10 U 0.10 U 01/23/13 0.5 U 1.0 U 0.5 U 1.5 U 1.0 U 0.10 U 0.10 U 0.10 U MW-17 01/29/01 <1.0 <1.0 <1.0 <3.0 <2.0 <10 <10 <10 18 04/28/06 2 U 11/21/06 0.004 I L:\work\FDEP\Preapproval\Handy Way 3333\7.0_Deliverables\2012 Analytical Tables.xls Page 6 of 8 Rev: 2/1/2013 2194 Florida Department of Environmental Protection -- Bureau of Waste Cleanup - Petroleum Cleanup Section -- Site Assessment TABLE 2: GROUNDWATER MONITOR WELL ANALYTICAL SUMMARY Facility Name: Handy Way #3333 Analytical Results = µg/L Blank or N\A = Not Analyzed Sample Ethyl Total 2-Methyl-1-Methyl-Total 1,2 Dichloro Location Date Benzene Toluene Benzene Xylenes Naphthalene Naphthalene Lead ethane FDEP GCTLs3 1 40 30 20 20 14 28 28 15 3 0.02 FDEP NADCs 4 100 400 300 200 200 140 280 280 150 300 20 EDB2MTBE1Naphthalene Facility ID#: 598516641 MW-18 07/23/02 <1 <1 <1 <3 <1 <5 <5 <5 07/31/12 0.5 U 1.0 U 0.5 U 1.5 U 1.0 U 0.10 U 0.10 U 0.10 U CW-1 03/28/94 <1 <1 <1 <3 <2 09/27/94 <1 2 <1 <3 <2 <5 <1 <0.02 CW-2 03/28/94 140 <10 410 380*<20 09/27/94 700 20 890 840 24 <5 <10 <0.02 Duplicate 09/27/94 610 20 840 820 20 <5 <10 <0.02 06/02/95 8 <1 22 <3 3 11 <1 <0.02 08/08/95 1 <1 2 <3 100 06/29/00 6.2 <1.0 67 <3.0 <2.0 10/26/00 82 <1 200 <3 <2 06/04/01 6 1 44 3 3 37 5 <5 11/02/01 <1 <1 <1 <3 <1 <5 <5 <5 02/22/02 <1 <1 <1 <3 <1 <5 <5 <5 07/23/02 <1 <1 9 <3 <1 <5 <5 <5 10/04/02 <1 <1 <1 <3 <1 <5 <5 <5 05/20/03 <1 <1 3 <3 <1 <5 <5 <5 08/28/03 <1 <1 <1 <3 <1 <5 <5 <5 11/20/03 <1 <1 8 <3 <2 <5 <5 <5 02/27/04 <1 <1 19 <3 <5 11 5.6 <5 06/03/04 <1 <1 5 <3 <5 <5 <5 <5 12/07/04 <1 <1 <1 <3 <5 <5 <5 <5 04/18/05 <1 <1 <1 <3 <5 1.1 <1 <1 10/14/05 <1 <1 5 <3 <5 11 7.4 4.8 04/28/06 1 U 1 U 0.9 I 3 U 5 U 3.4 2.7 1.7 11/21/06 0.5 U 0.5 U 0.5 U 1.5 U 2.0 U 0.16 U 0.12 U 0.23 U 06/28/07 0.5 U 1.0 U 2 1.5 U 1.0 U 4.5 2.8 1.5 I 12/05/07 0.5 U 1.0 U 2.2 1.5 U 1.0 U 3.1 2.3 1.7 07/17/08 0.5 U 1.0 U 2.1 1.5 U 1.0 U 6.8 1.1 1.9 11/06/08 0.5 U 1.0 U 0.5 U 1.5 U 1.0 U 0.10 U 0.10 U 0.10 U 10/24/12 0.5 U 1.0 U 0.5 U 1.5 U 1.0 U 0.10 U 0.10 U 0.10 U 01/23/13 0.5 U 1.0 U 0.5 U 1.5 U 1.0 U 0.10 U 0.10 U 0.10 U L:\work\FDEP\Preapproval\Handy Way 3333\7.0_Deliverables\2012 Analytical Tables.xls Page 7 of 8 Rev: 2/1/2013 2195 Florida Department of Environmental Protection -- Bureau of Waste Cleanup - Petroleum Cleanup Section -- Site Assessment TABLE 2: GROUNDWATER MONITOR WELL ANALYTICAL SUMMARY Facility Name: Handy Way #3333 Analytical Results = µg/L Blank or N\A = Not Analyzed Sample Ethyl Total 2-Methyl-1-Methyl-Total 1,2 Dichloro Location Date Benzene Toluene Benzene Xylenes Naphthalene Naphthalene Lead ethane FDEP GCTLs3 1 40 30 20 20 14 28 28 15 3 0.02 FDEP NADCs 4 100 400 300 200 200 140 280 280 150 300 20 EDB2MTBE1Naphthalene Facility ID#: 598516641 CW-3 03/28/94 560 <10 120 61*120 09/27/94 290 <10 320 80*20 8 <10 <0.02 CW-4 03/28/94 <1 <1 <1 <3 15 09/27/94 <1 <1 <1 <3 <2 <5 <1 <0.02 Note: 1. MTBE = Methyl tert butyl ether 2. EDB = 1,2 Dibromoethane 3. GCTLs = Groundwater Cleanup Target Levels 4. NADCs= Natural Attenuation Default Concentrations # indicates dissolved lead was also run on this sample, with results of <0.005 mg/L. U indicates the compound was analysed but not detected. I indicates the reported value is between the laboratory method detection limit and the laboratory practical quantitation limit. L:\work\FDEP\Preapproval\Handy Way 3333\7.0_Deliverables\2012 Analytical Tables.xls Page 8 of 8 Rev: 2/1/2013 2196 Figures 2197 21 9 8 21 9 9 22 0 0 Appendix A Laboratory Analytical Report 2201 Thank you Mr. Daniel Phillips for the opportunity to be of service to you and your company; we Sincerely Appreciate Your Business. SRL certifies these Laboratory Results were produced in accordance with NELAC Standards. Hold times and preservation requirements were met for all analytes unless specifically noted in the report. Results relate only to the samples as received. Client Name: AECOM Date(s) Collected: 01/23/13 Contact Name: Daniel Phillips Date Received: 01/23/13 Project Name: HW 3333 Time Received: 13:18 Project Number: NA Date Reported : 01/31/13 Phone Number: (407) 304-4400 Date Facsmiled : 01/31/13 Fax Number: (407) 304-4401 SRL Work Order # 13-01024 SRL WO # Clients # Matrix Analysis Requested 13-01024-001 CW-2/0123/13 Liquid EPA8260 (VOA)/8270(PAH) 13-01024-002 MW-1/012313 Liquid EPA8260 (VOA)/8270(PAH) 13-01024-003 MW-4/012313 Liquid EPA8260 (VOA)/8270(PAH) 13-01024-004 MW-16/012313 Liquid EPA8260 (VOA)/8270(PAH) 13-01024-005 Trip Blank Liquid EPA8260 (VOA) Sherri Payne Vice President & Quality Assurance Officer Southern Research Laboratories, Inc. 2251 Lynx Lane, Suite 1 Orlando, Florida 32804 (407) 522-7100 Fax (407) 522-7043 Toll Free 1 (888) 420-Test This report shall not be reproduced except in full, without written approval of the laboratory. Page 1 of 5 2202 Southern Research Laboratories, Inc.NELAP Certified an MBE Environmental Laboratory FDOH Cert # : E83484 2251 Lynx Lane, Suite 1 SRL Lab Ref # : 13-01024 Orlando, Florida 32804 (407) 522-7100 Received Date : 01/23/13 Daniel Phillips Project Number/Project Name AECOM NA 320 E. South Street HW 3333 Orlando, Florida 32801 (407) 304-4400 Winter Springs, FL Client ID #: CW-2/0123/13 MW-1/012313 MW-4/012313 MW-16/012313 SRL (Lab) ID#:13-01024-001 13-01024-002 13-01024-003 13-01024-004 Date Collected :01/23/13 01/23/13 01/23/13 01/23/13 Lab FDOH Certification # :E83484 E83484 E83484 E83484 Date Prepared :01/29/13 01/29/13 01/29/13 01/29/13 Date Analyzed :01/29/13 01/29/13 01/29/13 01/29/13 MDL PQL CAS Number Methyl-tert-butyl-ether 1.0 U 1.0 U 1.0 U 1.0 U 1.0 3.0 1634-04-4 Benzene 0.5 U 0.5 U 0.8 I 0.5 U 0.5 1.0 71-43-2 Toluene 1.0 U 1.0 U 1.0 U 1.0 U 1.0 2.0 108-88-3 Chlorobenzene 0.2 U 0.2 U 0.2 U 0.2 U 0.2 1.0 108-90-7 Ethylbenzene 0.5 U 0.5 U 9.5 0.5 U 0.5 1.0 100-41-4 m & p Xylene 1.0 U 1.0 U 1.0 U 1.0 U 1.0 2.0 108-38-3/106-42-3 o-Xylene 0.5 U 0.5 U 0.5 U 0.5 U 0.5 1.0 95-47-6 1,3-Dichlorobenzene 0.5 U 0.5 U 0.5 U 0.5 U 0.5 1.0 541-73-1 1,4-Dichlorobenzene 0.5 U 0.5 U 0.5 U 0.5 U 0.5 1.0 106-46-7 1,2-Dichlorobenzene 0.5 U 0.5 U 0.5 U 0.5 U 0.5 1.0 95-50-1 Total BTEX 3.5 U 3.5 U 12.8 3.5 U 3.5 7.0 NA Units :ug/L ug/L ug/L ug/L ug/L ug/L Dilution Factor (MEDF) :111111 Surrogate (% Rec):(Surrogate Control Limits) 4-Bromofluorobenzene 78.8% 78.3% 92.1% 79.7%70-130 Client ID #: Trip Blank SRL (Lab) ID#:13-01024-005 Date Collected :01/21/13 Lab FDOH Certification # :E83484 Date Prepared :01/29/13 Date Analyzed :01/29/13 MDL PQL CAS Number Methyl-tert-butyl-ether 1.0 U 1.0 3.0 1634-04-4 Benzene 0.5 U 0.5 1.0 71-43-2 Toluene 1.0 U 1.0 2.0 108-88-3 Chlorobenzene 0.2 U 0.2 1.0 108-90-7 Ethylbenzene 0.5 U 0.5 1.0 100-41-4 m & p Xylene 1.0 U 1.0 2.0 108-38-3/106-42-3 o-Xylene 0.5 U 0.5 1.0 95-47-6 1,3-Dichlorobenzene 0.5 U 0.5 1.0 541-73-1 1,4-Dichlorobenzene 0.5 U 0.5 1.0 106-46-7 1,2-Dichlorobenzene 0.5 U 0.5 1.0 95-50-1 Total BTEX 3.5 U 3.5 7.0 NA Units :ug/L ug/L ug/L Dilution Factor (MEDF) :111 Surrogate (% Rec):(Surrogate Control Limits) 4-Bromofluorobenzene 78.8%70-130 EPA Method 5030/8260B VOA {602} Compounds in Water by GC-MS Page 2 of 5 2203 Southern Research Laboratories, Inc.NELAP Certified an MBE Environmental Laboratory FDOH Cert # : E83484 2251 Lynx Lane, Suite 1 SRL Lab Ref # : 13-01024 Orlando, Florida 32804 (407) 522-7100 Received Date : 01/23/13 Daniel Phillips Project Number/Project Name AECOM NA 320 E. South Street HW 3333 Orlando, Florida 32801 (407) 304-4400 Winter Springs, FL Client ID #: CW-2/0123/13 MW-1/012313 MW-4/012313 MW-16/012313 SRL (Lab) ID#:13-01024-001 13-01024-002 13-01024-003 13-01024-004 Date Collected :01/23/13 01/23/13 01/23/13 01/23/13 Lab FDOH Certification # :E83484 E83484 E83484 E83484 Date Extracted :01/29/13 01/29/13 01/29/13 01/29/13 Date Analyzed :01/30/13 01/30/13 01/30/13 01/30/13 MDL PQL CAS Number Naphthalene 0.10 U 0.13 I 9.8 0.10 U 0.10 0.50 91-20-3 2-Methylnaphthalene 0.10 U 0.10 U 1.6 0.10 U 0.10 0.50 91-57-6 1-Methylnaphthalene 0.10 U 0.10 U 1.5 0.10 U 0.10 0.50 90-12-0 Acenaphthylene 0.10 U 0.10 U 0.10 U 0.10 U 0.10 0.50 208-96-8 Acenaphthene 0.10 U 0.10 U 0.12 I 0.10 U 0.10 0.50 83-32-9 Fluorene 0.10 U 0.10 U 0.10 U 0.10 U 0.10 0.50 86-73-7 Phenanthrene 0.10 U 0.10 U 0.10 U 0.10 U 0.10 0.50 85-01-8 Anthracene 0.10 U 0.10 U 0.10 U 0.10 U 0.10 0.50 120-12-7 Fluoranthene 0.10 U 0.10 U 0.10 U 0.10 U 0.10 0.50 206-44-0 Pyrene 0.10 U 0.10 U 0.10 U 0.10 U 0.10 0.50 129-00-0 Benzo (a) anthracene 0.05 U 0.05 U 0.05 U 0.05 U 0.05 0.10 56-55-3 Chrysene 0.10 U 0.10 U 0.10 U 0.10 U 0.10 0.50 218-01-9 Benzo (b) fluoranthene 0.05 U 0.05 U 0.05 U 0.05 U 0.05 0.10 205-99-2 Benzo (k) fluoranthene 0.10 U 0.10 U 0.10 U 0.10 U 0.10 0.50 207-08-9 Benzo (a) pyrene 0.10 U 0.10 U 0.10 U 0.10 U 0.10 0.50 50-32-8 Indeno (1,2,3-cd) pyrene 0.05 U 0.05 U 0.05 U 0.05 U 0.05 0.10 193-39-5 Dibenzo (a,h) anthracene 0.05 U 0.05 U 0.05 U 0.05 U 0.05 0.10 53-70-3 Benzo (g,h,i) perylene 0.10 U 0.10 U 0.10 U 0.10 U 0.10 0.50 191-24-2 Units :ug/L ug/L ug/L ug/L ug/L ug/L Dilution Factor (MEDF) :111111 Surrogate (% Rec)(Surrogate Control Limits) Nitrobenzene-D5 76.3% 80.1% 86.3% 79.6%60-140 2-Fluorobiphenyl 101.4% 88.8% 84.1% 92.6%60-140 p-Terphenyl-D14 105.0% 98.9% 91.6% 101.4%60-140 EPA Method 3510/8270C-SIM Polynuclear Aromatic Hydrocarbon Compounds in Water by GC-MS Page 3 of 5 2204 Southern Research Laboratories, Inc.NELAP Certified an MBE Environmental Laboratory FDOH Cert # : E83484 2251 Lynx Lane, Suite 1 SRL Lab Ref # : 13-01024 Orlando, Florida 32804 (407) 522-7100 Received Date : 01/23/13 Daniel Phillips Project Number/Project Name AECOM NA 320 E. South Street HW 3333 Orlando, Florida 32801 (407) 304-4400 Winter Springs, FL Client ID #: Method Blank SRL (Lab) ID#:MB012913 Date Collected :NA Lab FDOH Certification # :E83484 Date Extracted :01/29/13 Date Analyzed :01/30/13 MDL PQL CAS Number Naphthalene 0.10 U 0.10 0.50 91-20-3 2-Methylnaphthalene 0.10 U 0.10 0.50 91-57-6 1-Methylnaphthalene 0.10 U 0.10 0.50 90-12-0 Acenaphthylene 0.10 U 0.10 0.50 208-96-8 Acenaphthene 0.10 U 0.10 0.50 83-32-9 Fluorene 0.10 U 0.10 0.50 86-73-7 Phenanthrene 0.10 U 0.10 0.50 85-01-8 Anthracene 0.10 U 0.10 0.50 120-12-7 Fluoranthene 0.10 U 0.10 0.50 206-44-0 Pyrene 0.10 U 0.10 0.50 129-00-0 Benzo (a) anthracene 0.05 U 0.05 0.10 56-55-3 Chrysene 0.10 U 0.10 0.50 218-01-9 Benzo (b) fluoranthene 0.05 U 0.05 0.10 205-99-2 Benzo (k) fluoranthene 0.10 U 0.10 0.50 207-08-9 Benzo (a) pyrene 0.10 U 0.10 0.50 50-32-8 Indeno (1,2,3-cd) pyrene 0.05 U 0.05 0.10 193-39-5 Dibenzo (a,h) anthracene 0.05 U 0.05 0.10 53-70-3 Benzo (g,h,i) perylene 0.10 U 0.10 0.50 191-24-2 Units :ug/L ug/L ug/L Dilution Factor (MEDF) :111 Surrogate (% Rec)(Surrogate Control Limits) Nitrobenzene-D5 78.1%60-140 2-Fluorobiphenyl 81.3%60-140 p-Terphenyl-D14 110.8%60-140 % Recovery Acceptable %RPD Acceptable LCS/MS/MSD Limits MS/MSD Limits Naphthalene 95/86/88 60-140 2.1 30 Fluorene 103/101/104 60-140 1.3 30 Fluoranthene 92/89/90 60-140 1.0 30 Chrysene 86/89/87 60-140 1.7 30 Benzo (a) pyrene 83/81/83 60-140 2.4 30 EPA Method 3510/8270C-SIM Polynuclear Aromatic Hydrocarbon Compounds in Water by GC-MS Page 4 of 5 2205 Southern Research Laboratories, Inc. Quality Assurance/Quality Control Report Client:AECOM SRL# 13-01024 Project:NA QC012813009.D Handy Way 3333 MSQC012813 25-26.D Winter Garden, FL Spiked sample 012813014.D {MW-9} Method Blank Value LCS Obs. Value LCS True Value LCS % Rec. Sample Value Spike Amount Added MS Value MSD Value MS % Rec.MSD % Rec. % Rec. Control Lower Limit % Rec. Control Upper Limit % RPD RPD Control Limits 1,1-Dichloroethene (8) 0 32.0 25.0 128 0 25 21.9 24.4 88 98 70 130 10.8 30 Trans-1-2-Dichloroethene (11) 0 26.1 25.0 104 0 25 31.8 32.0 127 128 70 130 0.6 30 Chloroform (19) 0 27.2 25.0 109 0 25 27.6 27.6 110 110 70 130 0.2 30 Benzene (25) 0 28.8 25.0 115 1.2 25 24.6 25.1 93 96 70 130 2.2 30 Trichloroethene (28) 0 26.2 25.0 105 0 25 20.3 21.4 81 86 70 130 5.3 30 1,2-Dichloropropane (31) 0 30.8 25.0 123 0 25 24.7 26.3 99 105 70 130 6.2 30 Toluene (35) 0 26.5 25.0 106 0 25 20.6 21.4 82 86 70 130 3.8 30 Tetrachloroethene (36) 0 26.3 25.0 105 0 25 19.9 20.8 80 83 70 130 4.3 30 Chlorobenzene (44) 0 22.5 25.0 90 0 25 17.4 17.6 70 70 70 130 0.9 30 Ethylbenzene (45) 0 25.9 25.0 103 0 25 21.3 22.3 85 89 70 130 4.6 30 o-Xylene (48) 0 23.3 25.0 93 0 25 20.2 20.8 81 83 70 130 2.9 30 VOC Analytes Surrogates: Dibromofluoromethane 108 10.0 10 100 107 10 11.3 11.3 113 113 70 130 0.2 30 1.2-Dichloroethane-D4 126 11.2 10 112 108 10 11.3 11.4 113 114 70 130 0.5 30 Toluene-D8 90.7 10.1 10 101 82.8 10 10.4 10.7 104 107 70 130 2.7 30 4-Bromofluorobenzene 100 9.2 10 92.4 85.6 10 8.3 8.3 82.9 83 70 130 0.5 30 SRL Quality Assurance Officer 01-28-13 VOC.xls 22 0 6 Southern Research Laboratories, Inc.NELAP Certified an MBE Environmental Laboratory FDOH Cert # : E83484 2251 Lynx Lane, Suite 1 SRL Lab Ref # : 13-01024 Orlando, Florida 32804 (407) 522-7100 Received Date : 01/23/13 Daniel Phillips Project Number/Project Name AECOM NA 320 E. South Street HW 3333 Orlando, Florida 32801 (407) 304-4400 Winter Springs, FL When quality control results are outside established control limits reanalysis, including re-extraction (if applicable), is preferred. If re-analysis is not viable or desirable, then results may be qualified. Sample results associated with quality control data that exceed acceptance criteria will be qualified with an appropriate comment. D = Data reported from a dilution and or multiple dilutions. I = Estimated Value, The reported value is between the Laboratory Method Detection Limit (MDL) and the Laboratory Practical Quantitation Limit (PQL) J = Estimated value L = Off-Scale high; exceeds the linear range or highest calibration standard. O = Sampled, but analysis lost or not performed Q = Sample held beyond normal holding time U = indicates the compound was analyzed for, but not detected. The numerical value preceding the “U” is the limit of detection for that compound based upon the dilution. MEDF = Matrix Effected Dilution Factor. V = Analyte was detected in both the sample and associated Laboratory Method Blank; Laboratory Contamination Y = The analysis was from an unpreserved or improperly preserved sample. The data may not be accurate Unless otherwise noted, ug/Kg and mg/Kg denote dry weight. (SOILS) Actual Reporting Limit will depend on moisture content of sample and the amount of sample received. DATA QUALIFIER CODES Reporting Exceptions and Qualified Data Page 5 of 5 2207 22 0 8 Appendix B FDEP Groundwater Sampling Logs 2209 2210 2211 2212 2213 2214 2215 22 1 6 22 1 7 22 1 8 22 1 9 22 2 0 22 2 1 22 2 2 22 2 3 22 2 4 22 2 5 22 2 6 22 2 7 22 2 8 22 2 9 22 3 0 22 3 1 22 3 2 22 3 3 22 3 4 N:\Clients\7-Eleven\34786 - 1205 E SR 434, Winter Springs\5.0 Reports\2013-07 SAR\149035 Store 34786_SAR_073013.docx SSIITTEE AASSSSEESSSSMMEENNTT RREEPPOORRTT 77--EElleevveenn SSttoorree NNoo.. 3344778866 11220055 EE.. SSttaattee RRooaadd 443344 WWiinntteerr SSpprriinnggss,, SSeemmiinnoollee CCoouunnttyy,, FFlloorriiddaa FFDDEEPP FFaacciilliittyy IIDD NNoo.. 5599//99004455662233 WWoorrkk OOrrddeerr NNoo.. 22001133--5599--WW44227700AA SSiittee PPrriioorriittyy SSccoorree:: 4466 ((PPLLIIRRPP)) DDiisscchhaarrggee DDaattee:: AApprriill 2266,, 11000033 JJuullyy 3300,, 22001133 SShhaaww PPrroojjeecctt NNoo.. 114499003355 Submitted to: Orange County Environmental Protection Division 800 Mercy Drive, Suite 4 Orlando, Florida 32808 Prepared by: Shaw Environmental, Inc. A CB&I Company 1228 Winter Garden Vineland Road Winter Garden, Florida 34787 2235 22 3 6 Shaw Environmental, Inc. N:\Clients\7-Eleven\34786 - 1205 E SR 434, Winter Springs\5.0 Reports\2013-07 SAR\149035 Store 34786_SAR_073013.docx OCEPD/7-Eleven Store No. 34786 149035 i Table of Contents ________________________________________________ List of Tables .................................................................................................................................................. ii List of Figures ................................................................................................................................................. ii List of Appendices .......................................................................................................................................... ii List of Acronyms and Abbreviations............................................................................................................... iii 1.0 Introduction and Scope of Work ...................................................................................................... 1-1 2.0 Background ..................................................................................................................................... 2-1 2.1 Area of Investigation ............................................................................................................. 2-1 2.2 Previous Assessment Activities ............................................................................................ 2-1 2.3 Site Chronology .................................................................................................................... 2-1 3.0 Site Assessment Activities and Results .......................................................................................... 3-1 3.1 Water Well Survey and Area Land Use ................................................................................ 3-1 3.2 Initial Investigation ................................................................................................................ 3-1 3.3 Soil Boring Installation .......................................................................................................... 3-1 3.4 Groundwater Sample Collection and Results ....................................................................... 3-2 3.5 Water Level Measurements .................................................................................................. 3-3 3.6 Site Lithology ........................................................................................................................ 3-3 3.7 Slug Tests and Results ......................................................................................................... 3-3 4.0 Summary and Recommendations ................................................................................................... 4-1 5.0 Disclaimer ....................................................................................................................................... 5-1 2237 Shaw Environmental, Inc. N:\Clients\7-Eleven\34786 - 1205 E SR 434, Winter Springs\5.0 Reports\2013-07 SAR\149035 Store 34786_SAR_073013.docx OCEPD/7-Eleven Store No. 34786 149035 ii List of Tables ___________________________________________________ Table 1 Water Well Survey Summary Table 2 SUPER Act Facilities Survey Table 3 OVA Data and Lithologic Description Table 4 Soil Analytical Summary Table 5 Monitor Well Construction Details Table 6 Groundwater Monitoring Well Analytical Summary Table 7 Groundwater Elevation Data List of Figures __________________________________________________ Figure 1 Site Location Map Figure 2 Site Map Figure 3 Supply Well and Facilities Survey Map Figure 4 Area Land Use Map Figure 5 Soil Assessment Summary Figure 6 Groundwater Analytical Map Figure 7 Groundwater Elevation Contour Map – April 25, 2013 Figure 8 Groundwater Elevation Contour Map – July 15, 2013 Figure 9 Lithologic Cross-Section A-A’ List of Appendices _______________________________________________ Appendix A Discharge Reporting Form Appendix B Boring Logs, Well Construction and Development Logs, FDEP Groundwater Sampling Logs, and Field Instrument Calibration Records Appendix C Laboratory Analytical Reports and Chain-of-Custody Records Appendix D Slug Test Results and Aquifer Characteristics Calculations 2238 Shaw Environmental, Inc. N:\Clients\7-Eleven\34786 - 1205 E SR 434, Winter Springs\5.0 Reports\2013-07 SAR\149035 Store 34786_SAR_073013.docx OCEPD/7-Eleven Store No. 34786 149035 iii List of Acronyms and Abbreviations ________________________________ 7-Eleven 7-Eleven, Inc. Accutest Accutest Laboratories bls below land surface BPSS Bureau of Petroleum Storage Systems BTEX sum of benzene, toluene, ethylbenzene, and xylene btoc below top-of-casing DO dissolved oxygen DRF Discharge Reporting Form EPA Environmental Protection Agency ESA Environmental Site Assessment FAC Florida Administrative Code FAC ID Facility Identification FDEP Florida Department of Environmental Protection FDOH Florida Department of Health FID flame-ionization detector ft foot or feet ft/ft foot per foot GCTL groundwater cleanup target level GES Groundwater & Environmental Services, Inc. MTBE methyl tert-butyl ether NADC Natural Attenuation Default Concentration NAM natural attenuation monitoring OCEPD Orange County Environmental Protection Division OVA organic vapor analyzer PAHs polynuclear aromatic hydrocarbons ppm parts per million SCTL soil cleanup target level Shaw Shaw Environmental, Inc., a CB&I company SOP Standard Operating Procedure TRPH total recoverable petroleum hydrocarbon UST underground storage tank 2239 Shaw Environmental, Inc. N:\Clients\7-Eleven\34786 - 1205 E SR 434, Winter Springs\5.0 Reports\2013-07 SAR\149035 Store 34786_SAR_073013.docx OCEPD/7-Eleven Store No. 34786 149035 1-1 1.0 Introduction and Scope of Work On May 3, 1993, Mobil Oil Corporation filed a Discharge Reporting Form (DRF) with the state indicating an unknown amount of free product was found in a monitoring well at a site in Winter Springs, Florida. A copy of the DRF is provided in Appendix A. The site priority score was set at 46, indicating a potential threat to human health and the environment. In 2011, 7-Eleven, Inc. (7-Eleven) acquired the subject property and re-designated it as 7-Eleven Store No. 34786. Shaw Environmental, Inc. (Shaw), a CB&I company, was contracted to perform a site assessment to determine the possible extent of impact on the site. One monitoring well and nine soil borings were installed during the course of this assessment. Four previously-installed monitor wells were also sampled as part of the assessment. 2240 Shaw Environmental, Inc. N:\Clients\7-Eleven\34786 - 1205 E SR 434, Winter Springs\5.0 Reports\2013-07 SAR\149035 Store 34786_SAR_073013.docx OCEPD/7-Eleven Store No. 34786 149035 2-1 2.0 Background 2.1 Area of Investigation 7-Eleven Store No. 34786 is located within Section 26, Township 20, Range 30 , of the United States Geological Survey, Casselberry, Florida Topographic Quadrangle. A site location map is included as Figure 1. 7-Eleven Store No. 34786 was constructed in 1990 on an approximate 0.50-acre parcel. The 648-sq ft retail building is located at the center of the property. The site is primarily covered by asphalt with grass landscaping at the perimeter, and a car wash on the south side of the property. The underground storage tank (UST) area is located on the south end of the site just north of the car wash. A site layout map is provided as Figure 2. 2.2 Previous Assessment Activities A review of the Florida Department of Environmental Protection (FDEP) OCULUS online database revealed there was a petroleum discharge on April 26, 1993, a DRF was completed on March 3, 1993. The site was also determined to be eligible for funding under the Florida Petroleum Liability and Restoration Insurance Program (FPLRIP). A monitoring well was installed on January 9, 2006. Then three more wells were installed during a Phase II Environmental Site Assessment (ESA) on March 14 and 15, 2007, with the supervision of Groundwater & Environmental Services, Inc. (GES). On December 11, 2008, GES filed a Limited Closure Summary Report describing activities during a tank removal at this site. During the removal, soils were collected and concentrations of benzene were reported to be above soil cleanup target limits (SCTL). In July 2009 the FDEP raised the funding threshold to 60, suspending funding for the site. 2.3 Site Chronology The following is a chronological summary of recent environmental activities performed at the facility: Date Environmental Activity April 8, 2013 Shaw oversees the installation of eight soil borings (SB-1, SB-3 thru SB-9) April 15, 2013 Shaw conducts groundwater sampling on wells MW-1 thru MW-3 and MW-5 April 16, 2013 Receive soil analytical results indicating there was no SCTL exceedance April 23, 2013 Receive groundwater analytical results indicating benzene concentration in MW-5 exceeds the groundwater cleanup target level (GCTL) May 16, 2013 Aquifer (“slug”) test is conducted 2241 Shaw Environmental, Inc. N:\Clients\7-Eleven\34786 - 1205 E SR 434, Winter Springs\5.0 Reports\2013-07 SAR\149035 Store 34786_SAR_073013.docx OCEPD/7-Eleven Store No. 34786 149035 2-2 Date Environmental Activity July 12, 2013 Shaw oversees the installation of MW-6 July 15, 2013 Shaw conducts groundwater sampling of MW-6 July 25, 2013 Shaw receives groundwater analytical results from samples collected at MW-6. There were no GCTL exceedances 2242 Shaw Environmental, Inc. N:\Clients\7-Eleven\34786 - 1205 E SR 434, Winter Springs\5.0 Reports\2013-07 SAR\149035 Store 34786_SAR_073013.docx OCEPD/7-Eleven Store No. 34786 149035 3-1 3.0 Site Assessment Activities and Results 3.1 Water Well Survey and Area Land Use Shaw utilized the Florida Department of Health (FDOH) Bureau of Environmental Health EHWATER database to create a radius map displaying known supply wells in the vicinity of the subject site. The map indicated that four public supply wells were located within a ½-mile radius of the site, and five private wells were located within a ¼-mile radius. Shaw utilized the FDOH EHWATER website database to search for nearby petroleum or dry- cleaning facilities within a ½-mile radius around the site. The search listed one site: • Handyway Store No. 3333, FAC ID 59/8516641. This site was an active gas station. There was a discharge on September 28, 1987. A site assessment was conducted resulting in remediation activities. The site is currently undergoing quarterly natural attenuation monitoring (NAM) sampling. The FDOH Supply Well Inventory and Facilities Inventory search results are summarized in Tables 1 and 2 and depicted on Figure 3. Shaw reviewed aerial photographs and utilized field-verification to determine land use in the vicinity of the site. The area within ½-mile of the site includes commercial, residential, and undeveloped zoning classifications. The area land use is shown on Figure 4. 3.2 Initial Investigation On April 26, 1993, there was a petroleum discharge at 7-Eleven Store No. 34786. There are no records of a site assessment previously conducted. GES installed four monitoring wells (MW-1, MW-2, MW-3, and MW-5) during a Phase II ESA. The four wells were sampled semi-annually between March 2007 and 2009. Four USTs were replaced with two USTs during October and November 2008. Approximately 1,381 tons of pea gravel and soil were removed from the UST area and disposed during the tank replacement due to high organic vapor analyzer (OVA) readings from around the tank pit. 3.3 Soil Boring Installation On April 8, 2013, Shaw supervised the installation of eight soil borings. The soil boring locations are depicted on Figure 2. The soil borings were installed in accordance with FDEP Bureau of Petroleum Storage Systems (BPSS) standards using a track-mounted direct-push rig to a total depth of 13 ft below land surface (bls). Soil samples were collected at 1-ft intervals to a depth of approximately 13 ft bls for organic vapor analysis using a Photovac MicroFID OVA equipped with a flame ionization detector (FID). Eight-ounce grab samples were collected, placed into clean 16-ounce jars, and allowed to equilibrate for approximately five minutes. 2243 Shaw Environmental, Inc. N:\Clients\7-Eleven\34786 - 1205 E SR 434, Winter Springs\5.0 Reports\2013-07 SAR\149035 Store 34786_SAR_073013.docx OCEPD/7-Eleven Store No. 34786 149035 3-2 Following equilibration, the headspace in each glass jar was screened for the presence of organic vapors using an OVA-FID in accordance with Chapter 62-780.600(19), Florida Administrative Code (FAC). The OVA-FID was calibrated onsite to 500 parts per million (ppm) methane and zero-gas sources prior to the sample screening activities. The field screening results indicated net organic vapor readings ranging from 0 to 43.0 ppm. OVA field readings and lithologic descriptions are presented in Table 3. Copies of the FDEP boring logs, FDEP well construction and development logs, and equipment calibration records are provided in Appendix B. Shaw collected two soil samples for laboratory analysis: SB-3@12ft and SB-9@4ft. The samples were submitted to Accutest Laboratories (Accutest) in Orlando, Florida, for analysis of benzene, toluene, ethylbenzene, and xylenes (collectively known as BTEX) and methyl tert-butyl ether (MTBE) by EPA Method 8260B, polynuclear aromatic hydrocarbons (PAHs) by EPA Method 8270D, and total recoverable petroleum hydrocarbons (TRPH) by FDEP Method FL-PRO. The laboratory analytical report indicated that no SCTL exceedances were detected in either of the samples. The soil analytical results are summarized in Table 4 and a map summarizing the vadose zone assessment is included as Figure 5. Copies of the laboratory analytical reports and chain-of-custody documentation are provided in Appendix C. 3.4 Groundwater Sample Collection and Results On April 15, 2013, Shaw returned to the site to sample the monitoring wells. Well purging and groundwater sampling activities were conducted in accordance with FDEP SOP 001/01, FS 2200, Groundwater Sampling, revised March 31, 2008, (effective December 3, 2008), and FDEP SOP-PCS-005 Groundwater Sampling SOP Variances and Clarifications for Bureau of Petroleum Storage System Sites, May 2, 2005. A peristaltic pump and clean polyethylene tubing were used for purging and sampling activities. Electronic water quality meters were used to track water quality parameters during purging activities. FDEP groundwater sampling logs were used to document well purging time, volume, and rates; depth to groundwater; monitored water quality parameters (hydrogen-ion concentration [pH], temperature, conductivity, dissolved oxygen [DO], turbidity, color, and odor); and sampling data for each well. The samples were collected in laboratory-supplied bottles and couriered to Accutest. Laboratory analytical results indicated no concentrations in excess of the Chapter 62-777, FAC, Table I, GCTLs in monitor wells MW-1, MW-2, and MW-3. The sample from MW-5 had concentrations exceeding the GCTLs for benzene and naphthalene. 2244 Shaw Environmental, Inc. N:\Clients\7-Eleven\34786 - 1205 E SR 434, Winter Springs\5.0 Reports\2013-07 SAR\149035 Store 34786_SAR_073013.docx OCEPD/7-Eleven Store No. 34786 149035 3-3 On July 12, 2013, Shaw oversaw the installation of MW-6 on the southeast border of the property. Shaw returned on July 15, 2013, to sample MW-6. Shaw received the analytical results showing there were no GCTL exceedances in the groundwater collected from MW-6. Monitor well construction data is presented in Table 5; groundwater analytical results are summarized in Table 6; Figure 6 shows groundwater analytical results next to their corresponding wells. Laboratory analytical reports are included in Appendix C. Copies of the FDEP groundwater sampling logs, well construction and development logs, and field instrument calibration records are provided in Appendix B. 3.5 Water Level Measurements Prior to each groundwater sampling event, depth-to-water from below top-of-casing (btoc) measurements for each of the existing wells was recorded. On April 25, 2013, depth-to-water measurements ranged from 8.48 to 9.11 ft btoc. Relative top-of-casing elevations were surveyed by qualified Shaw personnel and calculated with depth-to-water measurements from each sampling event to determine groundwater flow. Water table elevation contours representative of the groundwater surface on April 25, 2013, indicate a groundwater gradient of 0.0094 feet per foot (ft/ft) towards the southeast. Shaw returned to the site on July 15, 2013, to record the summer groundwater elevations. Water table elevation contours representative of the groundwater surface on April 25, 2013, indicate a groundwater gradient of 0.0074 ft/ft towards the southeast. Free-phase product was not encountered during any event. A groundwater elevation summary is provided in Table 7. Groundwater elevation maps showing groundwater elevation contour intervals from April 25 and July 15, 2013 are provided as Figure 7 and Figure 8 respectively. 3.6 Site Lithology Data collected during the assessment activities indicates that the site is underlain by mainly fine sand. Interspersed in the fine sand are lenses of silty-sand. A geologic cross-section showing the site lithology is illustrated on Figure 9. Copies of the boring logs (describing site lithology) are provided in Appendix B. 3.7 Slug Tests and Results On May 16, 2013, Shaw performed slug tests on MW-1, MW-2, and MW-5 to assess the aquifer characteristics beneath the facility. During the slug tests, a volume of water was instantaneously removed from the well and the groundwater recovery rate was monitored by a Mini Troll® Level-Logger. The recovery rate was recorded logarithmically for the entire test. The data was 2245 Shaw Environmental, Inc. N:\Clients\7-Eleven\34786 - 1205 E SR 434, Winter Springs\5.0 Reports\2013-07 SAR\149035 Store 34786_SAR_073013.docx OCEPD/7-Eleven Store No. 34786 149035 3-4 then analyzed using AQTESOLV for Windows by Hydrosolv Inc.™ The Bouwer and Rice 1976 Method for unconfined aquifers was chosen from AQTESOLV to calculate the range of hydraulic conductivity values associated with the aquifer. The hydraulic conductivity values were within acceptable ranges for unconsolidated deposits as found in R. Allen Freeze and John A. Cherry’s 1979 Groundwater and C.W. Fetter’s 1988 Applied Hydrogeology Second Edition. The estimated average linear groundwater velocity (V) for the surficial aquifer was calculated using the equation V=KI/n, where K=Hydraulic Conductivity, I=Hydraulic Gradient, and n=effective porosity. Aquifer characteristics are summarized in the following table. Slug test results and aquifer characteristic calculations are summarized in Appendix D. Well ID Screened Interval (ft) Hydraulic Gradient (I) (ft/ft) Effective Porosity (n) (%) Hydraulic Conductivity (K) (ft/day) Linear Groundwater Velocity (V) (ft/yr) MW-1 5-15 0.0024 0.30 1.698 0.297 MW-2 5-15 0.0024 0.30 1.708 0.518 MW-5 5-15 0.0024 0.30 6.933 2.632 2246 Shaw Environmental, Inc. N:\Clients\7-Eleven\34786 - 1205 E SR 434, Winter Springs\5.0 Reports\2013-07 SAR\149035 Store 34786_SAR_073013.docx OCEPD/7-Eleven Store No. 34786 149035 4-1 4.0 Summary and Recommendations • There are three public supply wells located within ½ mile of the facility. • Analysis of groundwater samples collected on April 15, 2013, from MW-1, MW-2, MW-3, and MW-5 reported GCTLs were exceeded for benzene and naphthalene in the groundwater collected from MW-5. • Analytical results from the MW-6 groundwater sample reported no GCTL exceedances, thereby delineating the extent of the plume. • Although the GCTLs were exceeded for benzene and naphthalene in the groundwater collected from MW-5, the natural attenuation default concentration (NADC) guidance levels were not exceeded. • Groundwater was initially indicated to flow to the southeast. Since then, the groundwater flow has been calculated to flow to the east. • Free product was not encountered during site assessment activities. • Net vadose zone OVA readings during soil boring activities and the installation of MW-6 (SB-10) were reported as less than 1 ppm. • Soil analytical results from samples collected in the vadose zone during this assessment indicated that the SCTLs were not exceeded. • The site is underlain by sand with lenses of silty sand. Based upon the data gathered to date, contaminated soil does not exist outside the UST area. Accordingly, Shaw recommends that a Natural Attenuation Monitoring Plan be implemented for this site as per Chapter 62-780, FAC. 2247 Shaw Environmental, Inc. N:\Clients\7-Eleven\34786 - 1205 E SR 434, Winter Springs\5.0 Reports\2013-07 SAR\149035 Store 34786_SAR_073013.docx OCEPD/7-Eleven Store No. 34786 149035 5-1 5.0 Disclaimer The services described in this report were performed consistent with generally accepted professional consulting principles and practices. No other warranty, expressed or implied, is made. These services were performed consistent with our agreement with our client. This report is solely for the use and information of our client and the county, unless otherwise noted. Any reliance on this report by a third party is at such party’s sole risk. Opinions and recommendations contained in this report apply to conditions existing when services were performed and are intended only for the client, county, FDEP, purposes, locations, timeframes, and project parameters indicated. We are not responsible for the impacts of any changes in environmental standards, practices, or regulations subsequent to performance of services. We do not warrant the accuracy of information supplied by others, nor the use of segregated portions of this report. 2248 TTAABBLLEESS 2249 Florida Department of Environmental Protection -- Bureau of Waste Cleanup -- Petroleum Cleanup Section TABLE 1: WATER WELL SURVEY SUMMARY FDEP Tables 34786.xlsx\T1 Water Wells Page 1 of 1 Project 149035 Owner Location AAF0833 Carl Roberts 1175 E SR 434 Private Residential 2 NA NA NA Galvanized Inactive, Well Type 43 AAC0779 Pinch A Penny 170 Tuskawilla Rd Limited Public Water 4 NA NA NA Black Steel Active, Well Type 42 AAK9365 NA 1249 Natures Way Private Residential 2 NA NA NA PVC Active, Well Type 43 AAK3868 Donahoe 1233 Natures Way Private Residential 4 NA NA NA Black Steel Active, Well Type 43 AAF0830 Lake Jessup Animal Hospital 190 Tuskawilla Rd Limited Public Water 4 NA NA NA Black Steel Active, Well Type 42 59-57-00095 Lake Jessup Animal Hospital 190 Tuskawilla Rd Registered LU Commercial NA NA NA NA NA Active, Registered LU Commercial AAK9372 NA Milky Way Private Residential 2 0 0 NA PVC Active, Well Type 43 AAK9374 NA 290 Tuskawilla Rd Private Residential 2 0 0 NA PVC Active, Well Type 43 AAK93639 Lofroos 300 Tuskawilla Rd Private Residential 2 0 0 NA Galvanized Active, Well Type 43 AAF0886 Hi- Flavor Meats (Formerly)201 Tuskawilla Rd Non- Community Public 2 NA NA NA Galvanized Active, Well Type 41 (Non-Community Public Water System Notes: NA = data not readily available Comments Facility Name: 7-Eleven Store No. 34786 Facility ID No.: 59/9045623 Map ID Address Use Diameter (inches)Total Depth Casing Depth Installation Date Casing Material 2250 Florida Department of Environmental Protection -- Bureau of Waste Cleanup -- Petroleum Cleanup Section TABLE 2: SUPER ACT FACILITIES SURVEY FDEP Tables 34786.xlsx\T2 Facilities Page 1 of 1 Project 149035 Handyway 8516641 170 Tuskawilla Rd Retail Petroleum 0.07 mi CLOSED Three 10,000-gallon fuel tanks were removed Comments Facility Name: 7-Eleven Store No. 34786 Facility ID No.: 59/9045623 Name Facility ID Location Facility Type Distance from Site Status 2251 Florida Department of Environmental Protection -- Bureau of Waste Cleanup -- Petroleum Cleanup Section TABLE 3: OVA DATA AND LITHOLOGIC DESCRIPTION FDEP Tables 34786.xlsx\T3 OVA Tables Page 1 of 3 Project 149038 Boring Depth to Sample OVA Reading (ppm) Number Date Water (ft)Unfiltered Filtered Net Lithologic Description (Observed) 1 <1 -<1 Black/Grey, Fine, Sand, No Odor 2 <1 -<1 Black/Grey, Fine, Sand, No Odor 3 <1 -<1 Grey/Black, Fine, Sand, No Odor 4 <1 -<1 Grey/Black, Fine, Sand, No Odor 5 <1 -<1 Grey/Black, Fine, Sand, No Odor 6 <1 -<1 Tan/Brown, Fine, Sand, No Odor 7 <1 -<1 Black, Silty Sand, Fine, No Odor 8 <1 -<1 Black, Silty Sand, Fine, No Odor 9 <1 -<1 Brown, Silty Sand, Find, No Odor 10 <1 -<1 Tan, Silty Sand, Fine, No odor 11 <1 -<1 Tan/Grey, Silty Sand, Fine, No Odor 12 12 0.4 -0.4 Brown, Silty Sand, Fine, No Odor 13 <1 -<1 Grey, Silty Sand, Fine, No Odor 1 <1 -<1 Dark Grey, Fine, Sand, No Odor 2 <1 -<1 Tan, Fine, Sand, No odor 3 <1 -<1 Black, fine, Sand, No odor 4 <1 -<1 Black, fine, Sand, No odor 5 <1 -<1 Black, fine, Sand, No odor 6 <1 -<1 Tan, Fine, Sand, No odor 7 <1 -<1 Tan, Fine, Sand, No odor 8 <1 -<1 Black, fine, Sand, No odor 9 <1 -<1 Grey, fine, Sand, No Odor 10 <1 -<1 Grey, fine, Sand, No Odor 11 16.5 18.9 NQ Black, Fine, Silty Sand, No odor 12 12 30.5 31.5 NQ Black, Fine, Silty Sand, No odor 13 51.1 8.1 43.0 Black, Fine, Silty Sand, No odor 1 <1 -<1 Tan, Fine, Sand, No odor 2 <1 -<1 Tan, Fine, Sand, No odor 3 <1 -<1 Brown/Black, fine, Sand, No odor 4 <1 -<1 Dark Grey, Fine, Sand, No Odor 5 <1 -<1 Dark Grey, Fine, Sand, No Odor 6 <1 -<1 Dark Grey, Fine, Sand, No Odor 7 <1 -<1 Dark Grey, Fine, Sand, No Odor 8 <1 -<1 Dark Grey, Fine, Sand, No Odor 9 <1 -<1 Dark Grey, Fine, Sand, No Odor 10 <1 -<1 Dark Grey, Fine, Sand, No Odor 11 <1 -<1 Grey, fine, Sand, No Odor 12 12 <1 -<1 Black, Fine, Silty Sand, No odor 13 <1 -<1 Dark Grey, Fine, Sand, No Odor 1 <1 -<1 Brown/Grey, fine, Sand, No odor 2 0.5 -0.5 Brown/Grey, fine, Sand, No odor 3 <1 -<1 Brown/Grey, fine, Silty Sand, No odor 4 <1 -<1 Grey, fine, Sand, No Odor 5 <1 -<1 Light Grey, fine, Sand, no odor 6 <1 -<1 Brown, Grey, Fine, Sand, No Odor 7 <1 -<1 Brown, Fine Sand, No Odor 8 <1 -<1 Brown, Fine Sand, No Odor 9 <1 -<1 Brown, Fine Sand, No Odor 10 <1 -<1 Brown, Fine Sand, No Odor 11 <1 -<1 Grey, fine, Sand, No Odor 12 12 <1 -<1 Grey, fine, Sand, No Odor 13 <1 -<1 Brown, Fine Sand, No Odor SB-4 04/08/13 SB-5 04/08/13 Facility Name: 7-Eleven Store No. 34786 Facility ID No.: 59/9045623 SB-3 04/08/13 04/08/13SB-1 2252 Florida Department of Environmental Protection -- Bureau of Waste Cleanup -- Petroleum Cleanup Section TABLE 3: OVA DATA AND LITHOLOGIC DESCRIPTION FDEP Tables 34786.xlsx\T3 OVA Tables Page 2 of 3 Project 149038 Boring Depth to Sample OVA Reading (ppm) Number Date Water (ft)Unfiltered Filtered Net Lithologic Description (Observed) Facility Name: 7-Eleven Store No. 34786 Facility ID No.: 59/9045623 1 <1 -<1 Brown, Fine, Sand, No odor 2 <1 -<1 Brown, Fine, Sand, No odor 3 <1 -<1 Brown, Fine, Sand, No odor 4 <1 -<1 Brown, Fine, Sand, No odor 5 <1 -<1 Grey, Fine, Sand, No odor 6 <1 -<1 Grey, Fine, Sand, No odor 7 <1 -<1 Grey, Fine, Sand, No odor 8 <1 -<1 Brown, Fine, Sand, No odor 9 <1 -<1 Brown, Fine, Silty Sand, No odor 10 <1 -<1 Brown, Fine, Silty Sand, No odor 11 <1 -<1 Brown, Fine, Silty Sand, No odor 12 <1 -<1 Brown, Fine, Silty Sand, No odor 13 <1 -<1 Brown, Fine, Silty Sand, No odor 1 <1 -<1 Tan, Fine, Sand, No odor 2 <1 -<1 Tan, Fine, Sand, No odor 3 <1 -<1 Tan/Brown, Fine, Sand, No Odor 4 <1 -<1 Brown, Fine, Sand, No odor 5 <1 -<1 Brown/Grey, fine, Sand, No odor 6 <1 -<1 Brown/Tan, Fine, Silty Sand, No odor 7 <1 -<1 Tan, fine, Silty Sand, no odor 8 <1 -<1 Tan, fine, Silty Sand, no odor 9 <1 -<1 Tan, fine, Silty Sand, no odor 10 <1 -<1 Tan/Brown, Fine, Sand, No Odor 11 <1 -<1 Tan/Brown, Fine, Sand, No Odor 12 12 <1 -<1 Brown, Fine, Sand, No odor 13 <1 -<1 Grey, fine, Silty Sand, No odor 1 <1 -<1 Black/Grey, Fine, Sand, No Odor 2 <1 -<1 Tan, Fine, Sand, No odor 3 <1 -<1 Grey, Fine, Sand, No Odor 4 <1 -<1 Grey, Fine, Sand, No Odor 5 <1 -<1 Grey, Fine, Sand, No Odor 6 <1 -<1 Grey, Fine, Sand, No Odor 7 <1 -<1 Grey, Fine, Sand, No Odor 8 <1 -<1 Grey, Fine, Sand, No Odor 9 <1 -<1 Grey, Fine, Sand, No Odor 10 <1 -<1 Grey, Fine, Sand, No Odor 11 <1 -<1 Dark, Grey, Fine, Sand, No Odor 12 12 <1 -<1 Dark, Grey, Fine, Sand, No Odor 13 <1 -<1 Grey, Fine, Sand, No Odor 1 <1 -<1 Tan, Fine, Sand, No odor 2 <1 -<1 Tan, Fine, Sand, No odor 3 <1 -<1 Black, fine, Sand, No odor 4 <1 -<1 Dark Grey, Fine, Sand, No Odor 5 <1 -<1 Grey, fine, Sand, No Odor 6 <1 -<1 Tan/Grey, Fine, Sand, No odor 7 <1 -<1 Tan/Grey, Fine, Sand, No odor 8 <1 -<1 Tan/Grey, Fine, Sand, No odor 9 <1 -<1 Grey, fine, Sand, No Odor 10 <1 -<1 Black, Fine, Silty Sand, No odor 11 <1 -<1 Black, Fine, Silty Sand, No odor 12 12 <1 -<1 Black, Fine, Silty Sand, No odor 13 <1 -<1 Grey, fine, Silty Sand, No odor SB-9 04/08/13 04/08/13 04/08/13 SB-6 04/08/13 SB-7 SB-8 2253 Florida Department of Environmental Protection -- Bureau of Waste Cleanup -- Petroleum Cleanup Section TABLE 3: OVA DATA AND LITHOLOGIC DESCRIPTION FDEP Tables 34786.xlsx\T3 OVA Tables Page 3 of 3 Project 149038 Boring Depth to Sample OVA Reading (ppm) Number Date Water (ft)Unfiltered Filtered Net Lithologic Description (Observed) Facility Name: 7-Eleven Store No. 34786 Facility ID No.: 59/9045623 1 <1 -<1 Tan/Brown, Fine, Sand, No Odor 3 <1 -<1 Dark Grey, Fine, Sand, No Odor 5 <1 -<1 Tan, Fine, Sand, No odor 7 7 --- 9 --- 11 <1 -<1 Brown, Fine Sand, No Odor 13 <1 -<1 Dark Grey, Fine, Clayey Sand, No Odor 15 <1 -<1 White, Fine-Medium, Clayey Sand, No Odor Notes:ppm = parts per million ft = feet NQ = Not Quantifiable 07/12/13SB-10 No Recovery 2254 Florida Department of Environmental Protection -- Bureau of Waste Cleanup -- Petroleum Cleanup Section TABLE 4: SOIL ANALYTICAL SUMMARY FDEP Tables 34786.xlsx\T4 Soil An Sum Page 1 of 1 Project 149035 ID N u m b e r Da t e Ap p r o x . De p t h t o W a t e r (f e e t ) Sa m p l e I n t e r v a l (f t b l s ) Ne t O V A r e a d i n g Be n z e n e To l u e n e Et h y l b e n z e n e To t a l Xy l e n e s MT B E TR P H Ac e n a p h t h e n e Ac e n a p h t h y l e n e An t h r a c e n e Be n z o ( g , h , i ) pe r y l e n e Fl u o r a n t h e n e Fl u o r e n e Na p h t h a l e n e 1- M e t h y l - na p h t h a l e n e 2- M e t h y l - na p h t h a l e n e Ph e n a n t h r e n e Py r e n e Be n z o ( a ) p y r e n e Eq u i v a l e n t * Be n z o ( a ) py r e n e Be n z o ( a ) an t h r a c e n e Be n z o ( b ) fl u o r a n t h e n e Be n z o ( k ) fl u o r a n t h e n e Ch r y s e n e Di b e n z o ( a , h ) an t h r a c e n e In d e n o ( 1 , 2 , 3 - c d ) py r e n e NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 1 0.1 0.1 0.01 0.001 1.0 0.1 1.7 60,000 9,200 700 24,000 2,700 20,000 20,000 300,000 52,000 59,000 33,000 300 1,800 2,100 36,000 45,000 0.7 ******* 1.2 7,500 1,500 130 4,400 460 2,400 1,800 21,000 2,500 3,200 2,600 55 200 210 2,200 2,400 0.1 0.1******* 0.007 0.5 0.6 0.2 0.09 340 2.1 27 2,500 32,000 1,200 160 1.2 3.1 8.5 250 880 8 8 0.8 2.4 24 77 0.7 6.6 12 NA 0.00070 U 0.00070 U 0.00077 U 0.0021 U 0.00070 U 6.1 U 0.065 U 0.065 U 0.041 U 0.0081 U 0.041 U 0.065 U 0.065 U 0.065 U 0.065 U 0.041 U 0.041 U -0.0081 U 0.0081 U 0.0081 U 0.0081 U 0.0081 U 0.0081 U 0.0081 U 4 <1 0.00074 U 0.00074 U 0.00082 U 0.0023 U 0.00074 U 10.6 0.058 U 0.058 U 0.036 U 0.0073 U 0.036 U 0.058 U 0.058 U 0.058 U 0.058 U 0.036 U 0.036 U -0.0073 U 0.0073 U 0.0073 U 0.0073 U 0.0073 U 0.0073 U 0.0073 U Notes:SCTLs = Soil Cleanup Target Levels per Chapter 62-777, Table II, Florida Administrative Code ft bls = feet below land surface mg/kg = milligrams per kilogram MTBE = methyl tertiary butyl ether NA = not analyzed ppm = parts per million TRPH = total recoverable petroleum hydrocarbons Bold indicates exceedance of Industrial SCTLs Bold indicates SCTL exceeding Residential Criteria Bold and Italics indicates exceedance of Leachability SCTLs Flagged constituent data qualifers can be reviewed with attached laboratory final report Blank = No data or not analyzed for that specific parameter U = The compound was not detected I = The reported value is between the laboratory method detection limit and the laboratory practical quantitation limit * = Equivalent concentration was calculated as the sum of each Polycyclic Aromatic Hydrocarbon concentration times its Toxic Equivalency Factor as taken from the February 2005 Final Technical Report: Development of Cleanup Target Levels (CTLs) for Chapter 62-777, F.A.C. If the analyte was not detected half the reporting limit is listed in bold italics SB-9 @ 4Ft Facility Name: 7-Eleven Store No. 34786 Facility ID No.: 59/9045623 Laboratory Analysis (mg/kg)Sample Toxic Equivalency Factor SCTLs - Direct Exposure Residential SCTLs - Direct Exposure Industrial 124/8/13SB-3 @ 12Ft 124/8/13 SCTLs - Leachability 2255 Florida Department of Environmental Protection -- Bureau of Waste Cleanup -- Petroleum Cleanup Section TABLE 5: MONITOR WELL CONSTRUCTION DETAILS FDEP Tables 34786.xlsx\T5 MW Construction Page 1 of 1 Project 149035 Well No.Date Drilled Installation Method Total Well Depth (ft) Screened Interval (ft bls) Well Diameter (in) Lithology of Screened Interval MW-6 07/12/13 Direct Push 15 5-15 2 Sand Notes:ft = feet ft bls = feet below land surface in = inches DPT = Direct Push Technology * See detailed boring logs Existing wells MW-1 through 5 were not installed by Shaw; thus their details are not included Facility Name: 7-Eleven Store No. 34786 Facility ID No.: 59/9045623 2256 Florida Department of Environmental Protection -- Bureau of Waste Cleanup -- Petroleum Cleanup Section TABLE 6: GROUNDWATER MONITORING WELL ANALYTICAL SUMMARY FDEP Tables 34786.xlsx\T6 GW An Sum Page 1 of 1 Project 149035 ID Number Date Be n z e n e To l u e n e Et h y l b e n z e n e To t a l Xy l e n e s MT B E TR P H Le a d ED B 1, 2 - D C A Ac e n a p h t h e n e Ac e n a p h t h y l e n e An t h r a c e n e Be n z o ( a ) an t h r a c e n e Be n z o ( a ) py r e n e Be n z o ( b ) fl u o r a n t h e n e Be n z o ( g , h , i ) pe r y l e n e Be n z o ( k ) fl u o r a n t h e n e Ch r y s e n e Di b e n z o ( a , h ) an t h r a c e n e Fl u o r a n t h e n e Fl u o r e n e In d e n o ( 1 , 2 , 3 - c d ) py r e n e Na p h t h a l e n e 1- M e t h y l - na p h t h a l e n e 2- M e t h y l - na p h t h a l e n e Ph e n a n t h r e n e Py r e n e 1 40 30 20 20 5,000 15 0.02 3 20 210 2,100 0.05 0.2 0.05 210 0.5 4.8 0.005 280 280 0.05 14 28 28 210 210 NADCs 100 400 300 200 200 50,000 150 2 300 200 2,100 21,000 5 20 5 2,100 50 480 0.5 2,800 2,800 5 140 280 280 2,100 2,100 04/15/13 0.21 U 0.20 U 0.29 U 0.50 U 0.21 U 140 U N/A N/A N/A 0.38 U 0.38 U 0.24 U 0.38 U 0.38 U 0.38 U 0.38 U 0.38 U 0.38 U 0.38 U 0.24 U 0.38 U 0.38 U 0.38 U 0.38 U 0.38 U 0.24 U 0.24 U 04/15/13 0.21 U 0.20 U 0.29 U 0.50 U 0.21 U 240 U N/A N/A N/A 0.39 U 0.39 U 0.25 U 0.039 U 0.039 U 0.039 U 0.039 U 0.039 U 0.039 U 0.039 U 0.25 U 0.39 U 0.039 U 0.39 U 0.39 U 0.39 U 0.25 U 0.25 U 04/15/13 0.21 U 0.20 U 0.29 U 0.50 U 0.21 U 210 U N/A N/A N/A 0.39 U 0.39 U 0.24 U 0.039 U 0.039 U 0.039 U 0.039 U 0.039 U 0.039 U 0.039 U 0.24 U 0.39 U 0.039 U 0.39 U 0.39 U 0.39 U 0.24 U 0.24 U 04/15/13 4.8 0.20 U 3.3 0.50 U 0.34 (I)446 N/A N/A N/A 0.40 U 0.40 U 0.25 U 0.040 U 0.040 U 0.040 U 0.040 U 0.040 U 0.040 U 0.040 U 0.25 U 0.40 U 0.040 U 15.3 2.3 2.2 0.25 U 0.25 U 07/15/13 0.21 U 0.20 U 0.29 U 0.50 U 0.21 U 0.150 (I)NA NA NA 0.32 U 0.32 U 0.20 U 0.032 U 0.032 U 0.032 UV 0.032UV 0.032 UV 0.032 UV 0.032 U 0.20 U 0.32 U 0.032 UV 0.32 U 0.32 U 0.32 U 0.20 U 0.20 U Notes:GCTLs = Groundwater Cleanup Target Levels per Chapter 62-777, Table I, Florida Administrative Code (FAC) NADCs = Natural Attenuation Default Concentrations per Chapter 62-777, Table V, FAC µg/L = micrograms per liter 1,2-DCA = 1,2-dichloroethane EDB = 1,2-Dibromoethane MTBE = methyl tertiary butyl ether TRPH = total recoverable petroleum hydrocarbons Flagged constituent data qualifers can be reviewed with attached laboratory final report. Bold indicates GCTLs exceeded Bold indicates NADCs exceeded NA = not analyzed for that specific parameter. U = The compound was not detected. I = The reported value is between the laboratory method detection limit and the laboratory practical quantitation limit. Facility Name: 7-Eleven Store No. 34786 Facility ID No.: 59/9045623 Laboratory Analysis (µg/L)Sample MW-1 MW-2 MW-5 GCTLs MW-6 MW-3 2257 Florida Department of Environmental Protection -- Bureau of Waste Cleanup -- Petroleum Cleanup Section TABLE 7: GROUNDWATER ELEVATION DATA FDEP Tables 34786.xlsx\T7 GW ELE Page 1 of 1 Project 149035 WELL NO. DIAMETER (inches) WELL DEPTH (ft bls) SCREEN INTERVAL (ft) TOC ELEVATION (ft) DATE DTW ELE FP DTW ELE FP DTW ELE FP DTW ELE FP DTW ELE FP DTW ELE FP 04/15/13 9.42 90.75 -9.48 90.55 -9.42 90.42 -9.58 90.42 ---- 04/25/13 8.81 91.36 -8.75 91.28 -8.48 91.36 -9.11 90.89 ---- 07/15/13 7.25 92.92 -6.85 93.18 -7.00 92.84 -7.55 92.45 -6.40 92.38 - Notes: ft = foot or feet bls = below land surface DTW = Depth to Water ELE = Elevation FP = Free Product 2 15 98.78 5-15 100.17 100.03 99.84 100.00 6-16 5-15 5-15 5-15 Facility Name: 7-Eleven Store No. 34786 Facility ID No.: 59/9045623 MW-1 MW-2 MW-3 MW-5 16 15 15 15 MW-6 2 2 8 2 2258 FFIIGGUURREESS 2259        2260     2 22 6 1             2262      22 6 3       22 6 4            22 6 5                  22 6 6                            22 6 7           22 6 8 AAPPPPEENNDDIIXX AA DDIISSCCHHAARRGGEE RREEPPOORRTTIINNGG FFOORRMM 2269 2270 AAPPPPEENNDDIIXX BB SSOOIILL BBOORRIINNGG LLOOGGSS,, WWEELLLL CCOONNSSTTRRUUCCTTIIOONN AANNDD DDEEVVEELLOOPPMMEENNTT LLOOGGSS,, FFDDEEPP GGRROOUUNNDDWWAATTEERR SSAAMMPPLLIINNGG LLOOGGSS,, AANNDD FFIIEELLDD IINNSSTTRRUUMMEENNTT CCAALLIIBBRRAATTIIOONN RREECCOORRDDSS 2271 Global Headquarters 1 Park Plaza
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F: 813.623.6320 info@montrose-env.com www.montrose-env.com March 24, 2020 David M. Press, P.G. Environmental Protection Division Orange County 3165 McCrory Place, Suite 200 Orlando, Florida 32803-3727 RE: Supplemental Site Assessment Report Mobil- Winter Springs #731 1205 East State Road 434 Winter Springs, Seminole County, Florida FDEP Facility ID #59/9045623 Dear Mr. Press: FRS Environmental Remediation, Inc., dba Montrose Environmental Solutions (Montrose) has completed supplemental site assessment activities at the above referenced facility. Pertinent site features are depicted on Figure 1. SITE HISTORY On May 3, 1993, a Discharge Reporting Form (DRF) was filed indicating an unknown amount of free product was found in a monitoring well at the site. A comprehensive Site Assessment Report (SAR) was submitted July 30, 2013 by Shaw Environmental, Inc. No OVA responses were detected above 0 ppm and no laboratory soil samples contained concentrations above Soil Cleanup Target Levels (SCTLs). Groundwater concentrations above Groundwater Cleanup Target Levels (GCTLs) was not identified with the exception of benzene (4.8 ug/L) in MW-5. FIELD ACTIVITIES Soil Boring Installation & Soil Screening On March 13, 2020, Montrose personnel mobilized to the subject site and oversaw the advancement of three soil borings (SB-10 through SB-12). The soil borings were installed to eight feet below land surface (bls) utilizing a stainless-steel hand auger. SB-12 reached refusal at 4 feet bls. Soil samples from each boring were collected at two foot intervals and placed in 16 oz. glass (half-filled) mason jars and covered with aluminum foil. After allowing time for the organic vapors to accumulate in the headspace of each container, the samples were screened to determine the concentration of petroleum hydrocarbons with an Organic Vapor Analyzer equipped with a Photo-Ionization Detector 2272 Mobil Winter Springs #731 Supplemental Site Assessment Report FDEP FAC ID#59/9045623 2 (OVA/PID). A summary of the organic vapor concentrations is presented in Table 1. The location of the soil borings and summary of organic vapor readings are depicted on Figure 2. Field notes and equipment calibration logs are included in Appendix A. Soil boring logs are included as Appendix B. Monitoring Well Installation and Construction On March 13, 2020, two shallow groundwater monitoring wells (MW-7 and MW-8) were installed at the locations shown on Figure 1. The monitoring wells were installed to a total depth of 15 feet bls and constructed with five feet of 2-inch diameter schedule 40 PVC well riser and ten feet of 2-inch diameter factory slotted well screen. After installation, the wells were purged onto an impervious surface until free of visible fines and completed flush to grade with a traffic rated manhole and a concrete well pad. A copy of the Well Construction and Development Logs are included with Appendix B. Investigative Derived Waste (IDW) from monitoring wells was containerized in 55-gallon drums and transported offsite for disposal. Waste disposal documentation is provided in Appendix B. Prior to drum disposal, a preburn laboratory soil sample was collected for RCRA 4 metals. The laboratory analytical report is provided in Appendix C. Soil Analytical Results Three laboratory soil samples were collected during soil assessment activities. Soil samples were collected from SB-10 @ 2’, SB-11 @ 2’, and SB-12 @ 12’ and submitted for laboratory analysis via EPA Method 8260 (BTEX/MTBE), EPA Method 8270 (PAHs), and FL-PRO (TRPH). Laboratory analytical results indicated that the concentration of all constituents were below SCTLs and/or laboratory Method Detection Limits (MDLs). The soil laboratory results are summarized in Table 2. Laboratory analytical results are depicted on Figure 3. The laboratory analytical report and chain of custody are provided in Appendix C. Monitoring Well Sampling On March 18, 2020, Montrose personnel mobilized to the site and collected groundwater samples from monitoring wells MW-1 through MW-3, and MW-5 through MW-8. All sampling procedures were performed in accordance with the Department of Environmental Protection’s Standard Operating Procedures for Groundwater Sampling (DEP-SOP-001/01, FS, 2200). All groundwater samples were collected using a peristaltic pump into laboratory supplied containers, placed on ice in a storage cooler, and transported to a certified lab for analysis. The groundwater samples were laboratory analyzed in accordance with EPA Method 8260 for BTEX/MTBE, EPA Method 8270 for PAHs, and FL-PRO for TRPH. Groundwater sampling logs and equipment calibration logs are included in Appendix A. 2273 Mobil Winter Springs #731 Supplemental Site Assessment Report FDEP FAC ID#59/9045623 Groundwater Analytical Results Groundwater analytical results indicated that all concentrations were below Groundwater Cleanup Target Levels (GCTLs) and/or laboratory Method Detection Limits (MDLs) during the March 18, 2020 groundwater sampling event. Analytical results are summarized on Table 3 and are illustrated on Figure 4 . A copy of the laboratory analytical report and chain of custody are included in Appendix C. Water Table Measurements and Groundwater Flow Montrose personnel collected depth-to-water measurements prior to groundwater sampling activities . The depth-to-water measurements and groundwater elevation calculations are summarized in Table 4 . Based on the current data, groundwater flow in the surficial aquifer was generally to the southeast. A groundwater contour map is included as Figure 5. CONCLUSIONS & RECOMMENDATIONS Based on soil and groundwater analytical results, the following conclusions and recommendations can be made regarding this site at this time: • Soil contamination was not identified at the site. • Groundwater impacts were not identified above GCTLs at the site . Previously impacted MW-5 has exhibited two consecutive clean rounds of groundwater sampling below GCTLs . • At this time, the site qualifies for No Further Action. Montrose recommends submitting a change order to add in well abandonment to the current PO. If you have any questions or comments, please contact this office at (813) 623-1557. Sincerely, _ ,// ----;;::-/ / Travis Both, P.G. Project Manager FL License No. 3004 Date : 3JU/U2--CJ 3 2274 Global Headquarters 1 Park Plaza
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F: 813.623.6320 info@montrose-env.com www.montrose-env.com FIGURES 2275 22 7 6 22 7 7 22 7 8 22 7 9 22 8 0 Global Headquarters 1 Park Plaza
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F: 813.623.6320 info@montrose-env.com www.montrose-env.com TABLES 2281 Facility Name:Mobil-Winter Springs #731 Facility ID#:59/9045623 NQ=Not Qantifiable OVA/PID Screening Results* (ppm) Sample Date Depth Total Comments (FBLS) Hydrocarbons 1<1 2<1 3<1 4<1 5<1 6<1 7<1 8<1 9<1 10 <1 11 <1 12 0.4 13 <1 1<1 2<1 3<1 4<1 5<1 6<1 7<1 8<1 9<1 10 <1 11 NQ 12 NQ 13 43.0 1<1 2<1 3<1 4<1 5<1 6<1 7<1 8<1 9<1 10 <1 11 <1 12 <1 13 <1 1<1 2 0.5 3<1 4<1 5<1 6<1 7<1 8<1 9<1 10 <1 11 <1 12 <1 13 <1 SB-5 4/8/2013 SB-1 4/8/2013 SB-3 4/8/2013 SB-4 4/8/2013 TABLE 1: SUMMARY OF OVA/PID FIELD SCREENING RESULTS 2282 Facility Name:Mobil-Winter Springs #731 Facility ID#:59/9045623 NQ=Not Qantifiable OVA/PID Screening Results* (ppm) Sample Date Depth Total Comments (FBLS) Hydrocarbons TABLE 1: SUMMARY OF OVA/PID FIELD SCREENING RESULTS 1<1 2<1 3<1 4<1 5<1 6<1 7<1 8<1 9<1 10 <1 11 <1 12 <1 13 <1 1<1 2<1 3<1 4<1 5<1 6<1 7<1 8<1 9<1 10 <1 11 <1 12 <1 13 <1 1<1 2<1 3<1 4<1 5<1 6<1 7<1 8<1 9<1 10 <1 11 <1 12 <1 13 <1 1<1 2<1 3<1 4<1 5<1 6<1 7<1 8<1 9<1 10 <1 11 <1 12 <1 13 <1 1<1 3<1 5<1 7 No Recovery 9 No Recovery 11 <1 13 <1 15 <1 2 0.4 lab sample 4 0.1 60 80 20 4 0.2 6 0.6 lab sample 80 SB-11 3/13/2020 SB-8 4/8/2013 SB-9 4/8/2013 SB-10 7/12/2013 SB-6 4/8/2013 SB-7 4/8/2013 SB-10 3/13/2020 2283 Facility Name:Mobil-Winter Springs #731 Facility ID#:59/9045623 NQ=Not Qantifiable OVA/PID Screening Results* (ppm) Sample Date Depth Total Comments (FBLS) Hydrocarbons TABLE 1: SUMMARY OF OVA/PID FIELD SCREENING RESULTS 2 4.0 lab sample 40 6 Obstruction 8 Obstruction SB-12 3/13/2020 2284 Analytical Results = mg/kg Facility Name:Mobil-Winter Springs #731 The compound was analyzed for but not detected = U Facility ID#:59/9045623 The reported value is between the laboratory method detection limit and the laboratory practical quantitiation limit = I No Results = NR Not Analyzed = NA Sample ID 1.2 1,500 4,400 7,500 130 460 200 210 2,400 1,800 21,000 # 0.1 # 2,500 # # # 3,200 2,600 # 55 2,200 2,400 0.1 0.007 0.6 0.09 0.5 0.2 340 3.1 8.5 2.1 27 2,500 0.8 8 2.4 32,000 24 77 0.7 1,200 160 6.6 1.2 250 880 0.7 12 NA 4/8/2013 0.00070 U 0.00077 U 0.00070 U 0.00070 U 0.0021 U 6.1 U 0.065 U 0.065 U 0.065 U 0.065 U 0.041 U 0.0081 U 0.0081 U 0.0081 U 0.0081 U 0.0081 U 0.0081 U 0.0081 U 0.041 U 0.065 U 0.0081 U 0.065 U 0.041 U 0.041 U NA 4 <1 4/8/2013 0.00074 U 0.00082 U 0.00074 U 0.00074 U 0.0023 U 10.6 0.058 U 0.058 U 0.058 U 0.058 U 0.036 U 0.0073 U 0.0073 U 0.0073 U 0.0073 U 0.0073 U 0.0073 U 0.0073 U 0.036 U 0.058 U 0.0073 U 0.058 U 0.036 U 0.036 U NA 2 0.4 3/13/2020 0.0026 U 0.0028 U 0.0025 U 0.0027 U 0.0051 U 5.9 U 0.015 U 0.015 U 0.013 U 0.012 U 0.014 U 0.011 U 0.0096 U 0.010 U 0.0097 U 0.010 U 0.012 U 0.0089 U 0.013 U 0.014 U 0.0088 U 0.013 U 0.013 U 0.012 U NA 6 0.6 3/13/2020 0.0028 U 0.0031 U 0.0028 U 0.0030 U 0.0057 U 5.4 U 0.014 U 0.014 U 0.012 U 0.011 U 0.013 U 0.010 U 0.0089 U 0.0095 U 0.0090 U 0.0095 U 0.011 U 0.0082 U 0.012 U 0.013 U 0.0082 U 0.012 U 0.012 U 0.011 UNA 2 4.0 3/13/2020 0.0029 U 0.0032 U 0.0028 U 0.0030 U 0.0058 U 10.8 0.014 U 0.013 U 0.012 U 0.011 U 0.012 U 0.010 U 0.0087 U 0.0093 U 0.0088 U 0.0093 U 0.011 U 0.0080 U 0.011 U 0.012 U 0.0080 U 0.012 U 0.011 U 0.011 U NA # = Concentration converted to benzo(a)pyrene equivalent column TABLE 2: SOIL SAMPLE ANALYTICAL SUMMARY De p t h ( f t ) OV A ( p p m ) Da t e Be n z e n e Di b e n z o ( a , h ) a n t h r a c e n e An t h r a c e n e To t a l x y l e n e s 2- M e t h y l n a p h t h a l e n e Ph e n a n t h r e n e SB-9 SB-10 SB-3 In d e n o ( 1 , 2 , 3 - c d ) p y r e n e Be n z o ( g h i ) p e r y l e n e Be n z o ( a ) a n t h r a c e n e Be n z o ( k ) f l o u r a n t h e n e Fl o u r e n e Ac e n a p h t h y l e n e Ac e n a p h t h e n e Be n z o ( a ) p y r e n e E q u i v a l e n c y Py r e n e Fl o u r a n t h e n e Ch r y s e n e Be n z o ( b ) f l o u r a n t h e n e Na p h t h a l e n e SB-11 SB-12 TR P H Be n z o ( a ) p y r e n e Soil Cleanup Target Levels (Leachability) Soil Cleanup Target Levels (Direct Exp. Residential) To l u e n e 1- M e t h y l n a p h t h a l e n e Et h y l b e n z e n e MT B E 22 8 5 TABLE 3: GROUNDWATER MONITORING WELL ANALYTICAL SUMMARY Mobil-Winter Springs #731 Analytical Results = ug/L 59/9045623 NA = Not Analyzed I = The reported value is between the laboratory method detection limit and the laboratory practical quantitation limit U = Compound was analyzed but not detected J = Estimated Result Sa m p l e L o c a t i o n Da t e Be n z e n e To l u e n e Et h y l b e n z e n e To t a l X y l e n e s MT B E FL - P R O T R P H Le a d ED B 1, 2 - D C A Ac e n a p h t h e n e Ac e n a p h t h y l e n e An t h r a c e n e Be n z o ( a ) a n t h r a c e n e Be n z o ( a ) p y r e n e Be n z o ( b ) f l u o r a n t h e n e Be n z o ( g , h , i ) p e r y l e n e Be n z o ( k ) f l u o r a n t h e n e Ch r y s e n e Di b e n z o ( a , h ) a n t h r a c e n e Fl u o r a n t h e n e Fl u o r e n e In d e n o ( 1 , 2 , 3 - c d ) p y r e n e Na p h t h a l e n e 1- M e t h y l n a p h t h a l e n e 2- M e t h y l n a p h t h a l e n e Ph e n a n t h r e n e Py r e n e 1 40 30 20 20 5000 15 0.02 3 20 210 2100 0.05 0.2 0.05 210 0.5 4.8 0.005 280 280 0.05 14 28 28 210 210 100 400 300 200 200 50000 150 2 300 200 2100 21000 5 20 5 2100 50 480 0.5 2800 2800 5 140 280 280 2100 2100 4/15/2013 0.21 U 0.20 U 0.29 U 0.50 U 0.21 U 140 U 0.38 U 0.38 U 0.24 U 0.38 U 0.38 U 0.38 U 0.38 U 0.38 U 0.38 U 0.38 U 0.24 U 0.38 U 0.38 U 0.38 U 0.38 U 0.38 U 0.24 U 0.24 U 8/23/2018 0.20 U 0.45 U 0.26 U 0.56 U 0.41 U 0.19 U 0.20 U 0.20 U 3/18/2020 0.10 U 0.50 U 0.50 U 1.0 U 0.50 U 750 U 0.040 U 0.030 U 0.043 U 0.055 U 0.12 U 0.027 U 0.15 U 0.16 U 0.026 U 0.13 U 0.018 U 0.088 U 0.12 U 0.29 U 0.19 U 0.68 U 0.16 U 0.032 U 4/15/2013 0.21 U 0.20 U 0.29 U 0.50 U 0.21 U 240 U 0.39 U 0.39 U 0.25 U 0.039 U 0.039 U 0.039 U 0.039 U 0.039 U 0.039 U 0.039 U 0.25 U 0.39 U 0.039 U 0.39 U 0.39 U 0.39 U 0.25 U 0.25 U 8/23/2018 0.20 U 0.45 U 0.26 U 0.56 U 0.41 U 0.18 U 0.19 U 0.19 U 3/18/2020 0.10 U 0.50 U 0.50 U 1.0 U 0.50 U 750 U 0.040 U 0.030 U 0.043 U 0.055 U 0.12 U 0.027 U 0.15 U 0.16 U 0.026 U 0.13 U 0.018 U 0.088 U 0.12 U 0.29 U 0.19 U 0.68 U 0.16 U 0.032 U 4/15/2013 0.21 U 0.20 U 0.29 U 0.50 U 0.21 U 210 U 0.39 U 0.39 U 0.24 U 0.039 U 0.039 U 0.039 U 0.039 U 0.039 U 0.039 U 0.039 U 0.24 U 0.39 U 0.039 U 0.39 U 0.39 U 0.39 U 0.24 U 0.24 U 8/23/2018 0.20 U 0.45 U 0.26 U 0.56 U 0.41 U 0.18 U 0.19 U 0.18 U 3/18/2020 0.10 U 0.50 U 0.50 U 1.0 U 0.50 U 740 U 0.040 U 0.030 U 0.043 U 0.055 U 0.12 U 0.027 U 0.15 U 0.16 U 0.026 U 0.13 U 0.018 U 0.088 U 0.12 U 0.29 U 0.19 U 0.68 U 0.16 U 0.032 U 4/15/2013 4.8 0.20 U 3.3 0.50 U 0.34 I 446 0.40 U 0.40 U 0.25 U 0.040 U 0.040 U 0.040 U 0.040 U 0.040 U 0.040 U 0.040 U 0.25 U 0.40 U 0.040 U 15.3 2.3 2.2 0.25 U 0.25 U 8/23/2018 0.20 U 0.45 U 0.26 U 0.56 U 0.41 U 0.18 U 0.19 U 0.18 U 3/18/2020 0.10 U 0.50 U 0.50 U 1.0 U 0.50 U 760 U 0.040 U 0.030 U 0.043 U 0.055 U 0.12 U 0.027 U 0.15 U 0.16 U 0.026 U 0.13 U 0.018 U 0.088 U 0.12 U 0.29 U 0.19 U 0.68 U 0.16 U 0.032 U 7/15/2013 0.21 U 0.20 U 0.29 U 0.50 U 0.21 U 0.150 I 0.32 U 0.32 U 0.20 U 0.032 U 0.032 U 0.032 UV 0.032 U 0.032 UV 0.032 U 0.032 U 0.20 U 0.32 U 0.032 UV 0.32 U 0.32 U 0.32 U 0.20 U 0.20 U 8/23/2018 0.20 U 0.45 U 0.26 U 0.56 U 0.41 U 0.18 U 0.19 U 0.19 U 3/18/2020 0.10 U 0.50 U 0.50 U 1.1 I 0.50 U 750 U 0.040 U 0.030 U 0.043 U 0.055 U 0.12 U 0.027 U 0.15 U 0.16 U 0.026 U 0.13 U 0.018 U 0.088 U 0.12 U 0.29 U 0.19 U 0.68 U 0.16 U 0.032 U 3/18/2020 0.10 U 0.50 U 0.50 U 1.0 U 0.50 U 760 U 0.040 U 0.030 U 0.043 U 0.055 U 0.12 U 0.027 U 0.15 U 0.16 U 0.026 U 0.13 U 0.018 U 0.088 U 0.12 U 0.29 U 0.19 U 0.68 U 0.16 U 0.032 U 3/18/2020 0.30 U 0.33 U 0.30 U 2.1 U 0.51 U 720 U 0.040 U 0.030 U 0.043 U 0.055 U 0.12 U 0.027 U 0.15 U 0.16 U 0.026 U 0.13 U 0.018 U 0.088 U 0.12 U 0.29 U 0.19 U 0.68 U 0.16 U 0.032 U MW-7 MW-8 MW-5 MW-6 GCTLs Facility Name: Facility ID#: MW-1 MW-2 MW-3 NADCs 22 8 6 Facility Name:Mobil-Winter Springs #731 All Measurements = Feet Facility ID:59/9045623 FP = Free Product UK = Unknown NM= Not Measured WELL NO. MW-1 MW-2 MW-3 MW-5 MW-6 DIAMETER 2 in. 2 in. 8 in. 2 in. 2 in. WELL DEPTH 16.00 feet 15.00 feet 15.00 feet 15.00 feet 15.00 feet SCREEN INTERVAL 6-16 feet 5-15 feet 5-15 feet 5-15 feet 5-15 feet TOC ELEVATION 100.17 feet 100.03 feet 99.84 feet 100.00 feet 98.78 feet DATE ELEV DTW FP ELEV DTW FP ELEV DTW FP ELEV DTW FP ELEV DTW FP 4/15/2013 90.75 9.42 90.55 9.48 90.42 9.42 90.42 9.58 4/25/2013 91.36 8.81 91.28 8.75 91.36 8.48 90.89 9.11 7/15/2013 92.92 7.25 93.18 6.85 92.84 7.00 92.45 7.55 92.38 6.40 3/18/2020 90.29 9.88 90.22 9.81 90.19 9.65 89.65 10.35 89.62 9.16 WELL NO. MW-7 MW-8 DIAMETER 2 in. 2 in. in. in. in. WELL DEPTH 15.00 feet 15.00 feet feet feet feet SCREEN INTERVAL 5-15 feet 5-15 feet feet feet feet TOC ELEVATION 100.24 feet 100.09 feet feet feet feet DATE ELEV DTW FP ELEV DTW FP ELEV DTW FP ELEV DTW FP ELEV DTW FP 3/18/2020 89.93 10.31 89.95 10.14 WELL NO. DIAMETER in. in. in. in. in. WELL DEPTH feet feet feet feet feet SCREEN INTERVAL feet feet feet feet feet TOC ELEVATION feet feet feet feet feet DATE ELEV DTW FP ELEV DTW FP ELEV DTW FP ELEV DTW FP ELEV DTW FP TABLE 4: GROUNDWATER ELEVATION DATA 22 8 7 Global Headquarters 1 Park Plaza
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F: 813.623.6320 info@montrose-env.com www.montrose-env.com APPENDIX A Field Notes, Equipment Calibration Logs, and Groundwater Sampling Logs 2288 Appendix iii 2289 FORM-LBC-DVV ®kcehCoeG htiw tropeR ™paM suidaR RDE ehT 6 Armstrong Road, 4th floor Shelton, CT 06484 Toll Free: 800.352.0050 www.edrnet.com Sutton Crossing Tuskawilla Rd & FL 434 Winter Springs, FL 32708 Inquiry Number: 7123398.2s September 20, 2022 2290 TABLE OF CONTENTS SECTION PAGE Executive Summary ES1 Overview Map 2 Detail Map 3 Map Findings Summary 4 Map Findings 8 Orphan Summary 86 Government Records Searched/Data Currency Tracking GR-1 GEOCHECK ADDENDUM Physical Setting Source Addendum A-1 Physical Setting Source Summary A-2 Physical Setting Source Map A-8 Physical Setting Source Map Findings A-9 Physical Setting Source Records Searched PSGR-1 Thank you for your business. Please contact EDR at 1-800-352-0050 with any questions or comments. Disclaimer - Copyright and Trademark Notice This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, LLC. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. This Report is provided on an "AS IS", "AS AVAILABLE" basis. NO WARRANTY EXPRESS OR IMPLIED IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL DATA RESOURCES, LLC AND ITS SUBSIDIARIES, AFFILIATES AND THIRD PARTY SUPPLIERS DISCLAIM ALL WARRANTIES, OF ANY KIND OR NATURE, EXPRESS OR IMPLIED, ARISING OUT OF OR RELATED TO THIS REPORT OR ANY OF THE DATA AND INFORMATION PROVIDED IN THIS REPORT, INCLUDING WITHOUT LIMITATION, ANY WARRANTIES REGARDING ACCURACY, QUALITY, CORRECTNESS, COMPLETENESS, COMPREHENSIVENESS, SUITABILITY, MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE, TITLE, NON-INFRINGEMENT, MISAPPROPRIATION, OR OTHERWISE. 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Reproduction in any media or format, in whole or in part, of any report or map of Environmental Data Resources, LLC, or its affiliates, is prohibited without prior written permission. EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, LLC or its affiliates. All other trademarks used herein are the property of their respective owners. TC7123398.2s Page 1 2291 EXECUTIVE SUMMARY TC7123398.2s EXECUTIVE SUMMARY 1 A search of available environmental records was conducted by Environmental Data Resources, Inc (EDR). The report was designed to assist parties seeking to meet the search requirements of EPA’s Standards and Practices for All Appropriate Inquiries (40 CFR Part 312), the ASTM Standard Practice for Environmental Site Assessments (E1527-21), the ASTM Standard Practice for Environmental Site Assessments for Forestland or Rural Property (E 2247-16), the ASTM Standard Practice for Limited Environmental Due Diligence: Transaction Screen Process (E 1528-14) or custom requirements developed for the evaluation of environmental risk associated with a parcel of real estate. TARGET PROPERTY INFORMATION ADDRESS TUSKAWILLA RD & FL 434 WINTER SPRINGS, FL 32708 COORDINATES 28.6950110 - 28ˆ 41’ 42.03’’Latitude (North): 81.2620680 - 81ˆ 15’ 43.44’’Longitude (West): Zone 17Universal Tranverse Mercator: 474399.5UTM X (Meters): 3174049.8UTM Y (Meters): 43 ft. above sea levelElevation: USGS TOPOGRAPHIC MAP ASSOCIATED WITH TARGET PROPERTY 11610138 CASSELBERRY, FLTarget Property Map: 2018Version Date: 11610186 OVIEDO, FLEast Map: 2018Version Date: AERIAL PHOTOGRAPHY IN THIS REPORT 20151017, 20150806Portions of Photo from: USDASource: 2292 7123398.2s Page 2 20 WINTER SPRINGS CITY- 1126 E HWY 434 LUST, UST, AST, DWM CONTAM, Financial Assurance Lower 2118, 0.401, NNW 19 VACANT CHURCH AND WA 395 TUSKAWILLA RD. & SWF/LF, ASBESTOS Higher 1724, 0.327, SSW C18 PUBLIX SUPER MARKET 1160 E STATE ROAD 43 RCRA-VSQG Higher 1121, 0.212, NNW C17 PUBLIX SUPER MARKET 1160 E SR 434 AST Higher 1121, 0.212, NNW 16 2950 RAILROAD 2950 RAILROAD AVE BROWNFIELDS, ASBESTOS Lower 1018, 0.193, South 15 HI FLAVOR MEATS 315 TUSKAWILLA RD RCRA NonGen / NLR, FINDS, ECHO Lower 746, 0.141, SSW 14 HANDY WAY FOOD STORE 170 TUSCAWILLA RD LUST, UST, DWM CONTAM, Financial Assurance Higher 342, 0.065, NW B13 WINTER SPRINGS CITY 80 MICHAEL BLAKE BLV AST, Financial Assurance, NPDES Lower 274, 0.052, ESE B12 SCRIMSHER PARCEL E SR 434 DWM CONTAM, RESP PARTY Lower 272, 0.052, SE 11 1212 E. SR 434 DEBRI 1212 E. SR 434 SWF/LF Lower 108, 0.020, NE A10 1205 STATE ROAD 434 HMIRS Lower 1 ft. A9 FOREIGN CAR PARTS SE 1207 E STATE ROAD 43 RCRA NonGen / NLR, FINDS, ECHO Higher 1 ft. A8 MOBIL-WINTER SPRINGS 1205 E STATE ROAD 43 LUST, UST, CLEANUP SITES, DWM CONTAM, Financial... Higher 1 ft. A7 MOBIL R/S # 10918 1205 E HWY 434 RGA LUST Higher 1 ft. A6 MOBIL #02-Q8M 1205 E SR 434 RGA LUST Higher 1 ft. A5 MOBIL #02-Q8M 1205 E HWY 434 RGA LUST Higher 1 ft. A4 MOBIL OIL CORP SS #Q 1205 E SR 434 RCRA NonGen / NLR, FINDS, ECHO Higher 1 ft. A3 7-ELEVEN STORE #3478 1205 E STATE ROAD 43 RGA LUST Higher 1 ft. A2 MOBIL R/S #10918 1205 E STATE ROAD 43 RGA LUST Higher 1 ft. A1 EXXON MOBIL CORPORAT 1205 E STATE ROAD 43 EDR Hist Auto Higher 1 ft. Reg FORMER CENTRAL FLORI BROWNFIELDS Same 1107, 0.210, SSE Reg TOWN CENTER S.E.E.D. BROWNFIELDS Same 1 ft. MAPPED SITES SUMMARY Target Property Address: TUSKAWILLA RD & FL 434 WINTER SPRINGS, FL 32708 Click on Map ID to see full detail. MAP RELATIVE DIST (ft. & mi.) ID DATABASE ACRONYMS ELEVATION DIRECTIONSITE NAME ADDRESS 2293 EXECUTIVE SUMMARY TC7123398.2s EXECUTIVE SUMMARY 3 TARGET PROPERTY SEARCH RESULTS The target property was not listed in any of the databases searched by EDR. DATABASES WITH NO MAPPED SITES No mapped sites were found in EDR’s search of available ("reasonably ascertainable ") government records either on the target property or within the search radius around the target property for the following databases: STANDARD ENVIRONMENTAL RECORDS Lists of Federal NPL (Superfund) sites NPL National Priority List Proposed NPL Proposed National Priority List Sites NPL LIENS Federal Superfund Liens Lists of Federal Delisted NPL sites Delisted NPL National Priority List Deletions Lists of Federal sites subject to CERCLA removals and CERCLA orders FEDERAL FACILITY Federal Facility Site Information listing SEMS Superfund Enterprise Management System Lists of Federal CERCLA sites with NFRAP SEMS-ARCHIVE Superfund Enterprise Management System Archive Lists of Federal RCRA facilities undergoing Corrective Action CORRACTS Corrective Action Report Lists of Federal RCRA TSD facilities RCRA-TSDF RCRA - Treatment, Storage and Disposal Lists of Federal RCRA generators RCRA-LQG RCRA - Large Quantity Generators RCRA-SQG RCRA - Small Quantity Generators Federal institutional controls / engineering controls registries LUCIS Land Use Control Information System US ENG CONTROLS Engineering Controls Sites List US INST CONTROLS Institutional Controls Sites List 2294 EXECUTIVE SUMMARY TC7123398.2s EXECUTIVE SUMMARY 4 Federal ERNS list ERNS Emergency Response Notification System Lists of state- and tribal hazardous waste facilities SHWS Florida’s State-Funded Action Sites Lists of state and tribal leaking storage tanks LAST Leaking Aboveground Storage Tank Listing INDIAN LUST Leaking Underground Storage Tanks on Indian Land Lists of state and tribal registered storage tanks FF TANKS Federal Facilities Listing FEMA UST Underground Storage Tank Listing INDIAN UST Underground Storage Tanks on Indian Land TANKS Storage Tank Facility List State and tribal institutional control / engineering control registries ENG CONTROLS Institutional Controls Registry INST CONTROL Institutional Controls Registry Lists of state and tribal voluntary cleanup sites VCP Voluntary Cleanup Sites INDIAN VCP Voluntary Cleanup Priority Listing ADDITIONAL ENVIRONMENTAL RECORDS Local Brownfield lists US BROWNFIELDS A Listing of Brownfields Sites Local Lists of Landfill / Solid Waste Disposal Sites SWRCY Recycling Centers INDIAN ODI Report on the Status of Open Dumps on Indian Lands DEBRIS REGION 9 Torres Martinez Reservation Illegal Dump Site Locations ODI Open Dump Inventory IHS OPEN DUMPS Open Dumps on Indian Land Local Lists of Hazardous waste / Contaminated Sites US HIST CDL Delisted National Clandestine Laboratory Register PRIORITYCLEANERS Priority Ranking List Fl Sites Sites List US CDL National Clandestine Laboratory Register AQUEOUS FOAM Former Fire Training Facility Assessments Listing PFAS PFOS and PFOA stand for perfluorooctane sulfonate and perfluorooctanoic acid Local Land Records LIENS 2 CERCLA Lien Information 2295 EXECUTIVE SUMMARY TC7123398.2s EXECUTIVE SUMMARY 5 Records of Emergency Release Reports SPILLS Oil and Hazardous Materials Incidents SPILLS 90 SPILLS 90 data from FirstSearch SPILLS 80 SPILLS 80 data from FirstSearch Other Ascertainable Records FUDS Formerly Used Defense Sites DOD Department of Defense Sites SCRD DRYCLEANERS State Coalition for Remediation of Drycleaners Listing US FIN ASSUR Financial Assurance Information EPA WATCH LIST EPA WATCH LIST 2020 COR ACTION 2020 Corrective Action Program List TSCA Toxic Substances Control Act TRIS Toxic Chemical Release Inventory System SSTS Section 7 Tracking Systems ROD Records Of Decision RMP Risk Management Plans RAATS RCRA Administrative Action Tracking System PRP Potentially Responsible Parties PADS PCB Activity Database System ICIS Integrated Compliance Information System FTTS FIFRA/ TSCA Tracking System - FIFRA (Federal Insecticide, Fungicide, & Rodenticide Act)/TSCA (Toxic Substances Control Act) MLTS Material Licensing Tracking System COAL ASH DOE Steam-Electric Plant Operation Data COAL ASH EPA Coal Combustion Residues Surface Impoundments List PCB TRANSFORMER PCB Transformer Registration Database RADINFO Radiation Information Database HIST FTTS FIFRA/TSCA Tracking System Administrative Case Listing DOT OPS Incident and Accident Data CONSENT Superfund (CERCLA) Consent Decrees INDIAN RESERV Indian Reservations FUSRAP Formerly Utilized Sites Remedial Action Program UMTRA Uranium Mill Tailings Sites LEAD SMELTERS Lead Smelter Sites US AIRS Aerometric Information Retrieval System Facility Subsystem US MINES Mines Master Index File ABANDONED MINES Abandoned Mines DOCKET HWC Hazardous Waste Compliance Docket Listing UXO Unexploded Ordnance Sites FUELS PROGRAM EPA Fuels Program Registered Listing AIRS Permitted Facilities Listing ASBESTOS ASBESTOS DEDB Ethylene Dibromide Database Results DRYCLEANERS Drycleaning Facilities FL Cattle Dip. Vats Cattle Dipping Vats HW GEN Hazardous Waste Generators SITE INV SITES Site Investigation Section Sites Listing TIER 2 Tier 2 Facility Listing UIC Underground Injection Wells Database Listing NPDES Wastewater Facility Regulation Database MINES MRDS Mineral Resources Data System 2296 EXECUTIVE SUMMARY TC7123398.2s EXECUTIVE SUMMARY 6 EDR HIGH RISK HISTORICAL RECORDS EDR Exclusive Records EDR MGP EDR Proprietary Manufactured Gas Plants EDR Hist Cleaner EDR Exclusive Historical Cleaners EDR RECOVERED GOVERNMENT ARCHIVES Exclusive Recovered Govt. Archives RGA HWS Recovered Government Archive State Hazardous Waste Facilities List RGA LF Recovered Government Archive Solid Waste Facilities List SURROUNDING SITES: SEARCH RESULTS Surrounding sites were identified in the following databases. Elevations have been determined from the USGS Digital Elevation Model and should be evaluated on a relative (not an absolute) basis. Relative elevation information between sites of close proximity should be field verified. Sites with an elevation equal to or higher than the target property have been differentiated below from sites with an elevation lower than the target property. Page numbers and map identification numbers refer to the EDR Radius Map report where detailed data on individual sites can be reviewed. Sites listed in bold italics are in multiple databases. Unmappable (orphan) sites are not considered in the foregoing analysis. STANDARD ENVIRONMENTAL RECORDS Lists of Federal RCRA generators RCRA-VSQG: RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Very small quantity generators (VSQGs) generate less than 100 kg of hazardous waste, or less than 1 kg of acutely hazardous waste per month. A review of the RCRA-VSQG list, as provided by EDR, and dated 06/20/2022 has revealed that there is 1 RCRA-VSQG site within approximately 0.25 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ PUBLIX SUPER MARKET 1160 E STATE ROAD 43 NNW 1/8 - 1/4 (0.212 mi.) C18 68 EPA ID:: FLR000242453 2297 EXECUTIVE SUMMARY TC7123398.2s EXECUTIVE SUMMARY 7 Lists of state and tribal landfills and solid waste disposal facilities SWF/LF: The Solid Waste Facilities/Landfill Sites records typically contain an inventory of solid waste disposal facilities or landfills in a particular state. The data come from the Department of Environmental Protection’s Facility Directory (Solid Waste Facilities). A review of the SWF/LF list, as provided by EDR, has revealed that there are 2 SWF/LF sites within approximately 0.5 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ VACANT CHURCH AND WA 395 TUSKAWILLA RD. & SSW 1/4 - 1/2 (0.327 mi.) 19 72 Database: SWF/LF, Date of Government Version: 04/11/2022 Facility-Site Id: 104855 Class Status: INACTIVE (I) PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ 1212 E. SR 434 DEBRI 1212 E. SR 434 NE 0 - 1/8 (0.020 mi.) 11 45 Database: SWF/LF, Date of Government Version: 04/11/2022 Facility-Site Id: 98367 Class Status: PRE-AUTHORIZED (B) Lists of state and tribal leaking storage tanks LUST: The Leaking Underground Storage Tank Incident Reports contain an inventory of reported leaking underground storage tank incidents. The data come from the Department of Environmental Protection’s PCTO1--Petroleum Contamination Detail Report. A review of the LUST list, as provided by EDR, and dated 04/25/2022 has revealed that there are 3 LUST sites within approximately 0.5 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ MOBIL-WINTER SPRINGS 1205 E STATE ROAD 43 0 - 1/8 (0.000 mi.) A8 14 Discharge Cleanup Status: RA - RA ONGOING Facility Status: OPEN Facility-Site Id: 9045623 HANDY WAY FOOD STORE 170 TUSCAWILLA RD NW 0 - 1/8 (0.065 mi.) 14 51 Discharge Cleanup Status: NFA - NFA COMPLETE Facility Status: CLOSED Facility-Site Id: 8516641 PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ WINTER SPRINGS CITY- 1126 E HWY 434 NNW 1/4 - 1/2 (0.401 mi.) 20 73 Discharge Cleanup Status: NFA - NFA COMPLETE Facility Status: OPEN Facility-Site Id: 8731664 2298 EXECUTIVE SUMMARY TC7123398.2s EXECUTIVE SUMMARY 8 Lists of state and tribal registered storage tanks UST: The Underground Storage Tank database contains registered USTs. Shortly after the September 11 event, the DEP was instructed to remove the detail about some of the storage tank facilities in the state from their reports. Federal-owned facilities and bulk storage facilities are included in that set. A review of the UST list, as provided by EDR, has revealed that there are 2 UST sites within approximately 0.25 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ MOBIL-WINTER SPRINGS 1205 E STATE ROAD 43 0 - 1/8 (0.000 mi.) A8 14 Database: UST, Date of Government Version: 05/05/2022 Tank Status: B Tank Status: U Facility-Site Id: 9045623 Facility Status: OPEN HANDY WAY FOOD STORE 170 TUSCAWILLA RD NW 0 - 1/8 (0.065 mi.) 14 51 Database: UST, Date of Government Version: 05/05/2022 Tank Status: B Facility-Site Id: 8516641 Facility Status: CLOSED AST: Shortly after the Sept 11 event, the DEP was instructed to remove the detail about some of the storage tank facilities in the state from their reports. Federal-owned facilities and bulk storage facilities are included in that set. A review of the AST list, as provided by EDR, has revealed that there are 2 AST sites within approximately 0.25 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ PUBLIX SUPER MARKET 1160 E SR 434 NNW 1/8 - 1/4 (0.212 mi.) C17 67 Database: AST, Date of Government Version: 05/05/2022 Facility-Site Id: 9809815 Facility Status: OPEN Facility Status: OPEN PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ WINTER SPRINGS CITY 80 MICHAEL BLAKE BLV ESE 0 - 1/8 (0.052 mi.) B13 49 Database: AST, Date of Government Version: 05/05/2022 Facility-Site Id: 9818667 Facility Status: OPEN Facility Status: OPEN Lists of state and tribal brownfield sites BROWNFIELDS: Brownfields are defined by the Florida Department of Environmental Protection (FDEP) as abandoned, idled, or underused industrial and commercial facilities where expansion or redevelopment is complicated by real or perceived environmental contamination. A review of the BROWNFIELDS list, as provided by EDR, has revealed that there are 3 BROWNFIELDS sites 2299 EXECUTIVE SUMMARY TC7123398.2s EXECUTIVE SUMMARY 9 within approximately 0.5 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ TOWN CENTER S.E.E.D. 0 - 1/8 (0.000 mi.) 0 8 Database: BROWNFIELDS AREAS, Date of Government Version: 12/07/2021 FORMER CENTRAL FLORI SSE 1/8 - 1/4 (0.210 mi.) 0 8 Database: BROWNFIELDS AREAS, Date of Government Version: 12/07/2021 PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ 2950 RAILROAD 2950 RAILROAD AVE S 1/8 - 1/4 (0.193 mi.) 16 65 Database: BROWNFIELDS, Date of Government Version: 01/11/2022 Database: BSRA, Date of Government Version: 02/28/2022 Site Id: BF590702001 Facility-Site Id: BF590702000 Site Id: BF590702001 ADDITIONAL ENVIRONMENTAL RECORDS Records of Emergency Release Reports HMIRS: The Hazardous Materials Incident Report System contains hazardous material spill incidents reported to the Department of Transportation. The source of this database is the U.S. EPA. A review of the HMIRS list, as provided by EDR, and dated 03/21/2022 has revealed that there is 1 HMIRS site within approximately 0.001 miles of the target property. PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ Not reported 1205 STATE ROAD 434 0 - 1/8 (0.000 mi.) A10 44 Other Ascertainable Records RCRA NonGen / NLR: RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Non-Generators do not presently generate hazardous waste. A review of the RCRA NonGen / NLR list, as provided by EDR, and dated 06/20/2022 has revealed that there are 3 RCRA NonGen / NLR sites within approximately 0.25 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ MOBIL OIL CORP SS #Q 1205 E SR 434 0 - 1/8 (0.000 mi.) A4 9 EPA ID:: FLD984205518 FOREIGN CAR PARTS SE 1207 E STATE ROAD 43 0 - 1/8 (0.000 mi.) A9 40 EPA ID:: FLD981748007 PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ HI FLAVOR MEATS 315 TUSKAWILLA RD SSW 1/8 - 1/4 (0.141 mi.) 15 60 2300 EXECUTIVE SUMMARY TC7123398.2s EXECUTIVE SUMMARY 10 EPA ID:: FLR000057604 FINDS: The Facility Index System contains both facility information and "pointers" to other sources of information that contain more detail. These include: RCRIS; Permit Compliance System (PCS); Aerometric Information Retrieval System (AIRS); FATES (FIFRA [Federal Insecticide Fungicide Rodenticide Act] and TSCA Enforcement System, FTTS [FIFRA/TSCA Tracking System]; CERCLIS; DOCKET (Enforcement Docket used to manage and track information on civil judicial enforcement cases for all environmental statutes); Federal Underground Injection Control (FURS); Federal Reporting Data System (FRDS); Surface Impoundments (SIA); TSCA Chemicals in Commerce Information System (CICS); PADS; RCRA-J (medical waste transporters/disposers); TRIS; and TSCA. The source of this database is the U.S. EPA/NTIS. A review of the FINDS list, as provided by EDR, and dated 05/13/2022 has revealed that there are 2 FINDS sites within approximately 0.001 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ MOBIL OIL CORP SS #Q 1205 E SR 434 0 - 1/8 (0.000 mi.) A4 9 Registry ID:: 110006386534 FOREIGN CAR PARTS SE 1207 E STATE ROAD 43 0 - 1/8 (0.000 mi.) A9 40 Registry ID:: 110005991579 ECHO: ECHO provides integrated compliance and enforcement information for about 800,000 regulated facilities nationwide. A review of the ECHO list, as provided by EDR, and dated 04/02/2022 has revealed that there are 2 ECHO sites within approximately 0.001 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ MOBIL OIL CORP SS #Q 1205 E SR 434 0 - 1/8 (0.000 mi.) A4 9 Registry ID: 110006386534 FOREIGN CAR PARTS SE 1207 E STATE ROAD 43 0 - 1/8 (0.000 mi.) A9 40 Registry ID: 110005991579 CLEANUP SITES: This listing includes the locations of waste cleanup sites from various programs. The source of the cleanup site data includes Hazardous Waste programs, Site Investigation Section, Compliance and Enforcement Tracking, Drycleaning State Funded Cleanup Program (possibly other state funded cleanup), Storage Tank Contamination Monitoring. A review of the CLEANUP SITES list, as provided by EDR, and dated 08/22/2022 has revealed that there is 1 CLEANUP SITES site within approximately 0.001 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ MOBIL-WINTER SPRINGS 1205 E STATE ROAD 43 0 - 1/8 (0.000 mi.) A8 14 DEP Cleanup Site Key: 72642594 2301 EXECUTIVE SUMMARY TC7123398.2s EXECUTIVE SUMMARY 11 DWM CONTAM: A listing of active or known sites. The listing includes sites that need cleanup but are not actively being working on because the agency currently does not have funding (primarily petroleum and drycleaning). A review of the DWM CONTAM list, as provided by EDR, and dated 11/30/2021 has revealed that there are 4 DWM CONTAM sites within approximately 0.5 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ MOBIL-WINTER SPRINGS 1205 E STATE ROAD 43 0 - 1/8 (0.000 mi.) A8 14 Program Site Id: 9045623 HANDY WAY FOOD STORE 170 TUSCAWILLA RD NW 0 - 1/8 (0.065 mi.) 14 51 Program Site Id: 8516641 PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ SCRIMSHER PARCEL E SR 434 SE 0 - 1/8 (0.052 mi.) B12 46 Program Site Id: ERIC_11188 WINTER SPRINGS CITY- 1126 E HWY 434 NNW 1/4 - 1/2 (0.401 mi.) 20 73 Program Site Id: 8731664 A list of hazardous waste facilities required to provide financial assurance under RCRA. A review of the Financial Assurance list, as provided by EDR, has revealed that there is 1 Financial Assurance site within approximately 0.001 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ MOBIL-WINTER SPRINGS 1205 E STATE ROAD 43 0 - 1/8 (0.000 mi.) A8 14 Database: Financial Assurance 3, Date of Government Version: 05/03/2022 Facility Status: OPEN Facility ID: 9045623 RESP PARTY: Open, inactive and closed responsible party sites A review of the RESP PARTY list, as provided by EDR, and dated 06/27/2022 has revealed that there is 1 RESP PARTY site within approximately 0.5 miles of the target property. PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ SCRIMSHER PARCEL E SR 434 SE 0 - 1/8 (0.052 mi.) B12 46 Site Status: CLOSED EDR HIGH RISK HISTORICAL RECORDS EDR Exclusive Records EDR Hist Auto: EDR has searched selected national collections of business directories and has collected listings of potential gas station/filling station/service station sites that were available to EDR 2302 EXECUTIVE SUMMARY TC7123398.2s EXECUTIVE SUMMARY 12 researchers. EDR’s review was limited to those categories of sources that might, in EDR’s opinion, include gas station/filling station/service station establishments. The categories reviewed included, but were not limited to gas, gas station, gasoline station, filling station, auto, automobile repair, auto service station, service station, etc. This database falls within a category of information EDR classifies as "High Risk Historical Records", or HRHR. EDR’s HRHR effort presents unique and sometimes proprietary data about past sites and operations that typically create environmental concerns, but may not show up in current government records searches. A review of the EDR Hist Auto list, as provided by EDR, has revealed that there is 1 EDR Hist Auto site within approximately 0.125 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ EXXON MOBIL CORPORAT 1205 E STATE ROAD 43 0 - 1/8 (0.000 mi.) A1 8 EDR RECOVERED GOVERNMENT ARCHIVES Exclusive Recovered Govt. Archives RGA LUST: The EDR Recovered Government Archive Leaking Underground Storage Tank database provides a list of LUST incidents derived from historical databases and includes many records that no longer appear in current government lists. Compiled from Records formerly available from the Department of Environmental Protection in Floridia. A review of the RGA LUST list, as provided by EDR, has revealed that there are 5 RGA LUST sites within approximately 0.001 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ MOBIL R/S #10918 1205 E STATE ROAD 43 0 - 1/8 (0.000 mi.) A2 9 Facility ID: 9045623 7-ELEVEN STORE #3478 1205 E STATE ROAD 43 0 - 1/8 (0.000 mi.) A3 9 Facility ID: 9045623 MOBIL #02-Q8M 1205 E HWY 434 0 - 1/8 (0.000 mi.) A5 13 Facility ID: 9045623 MOBIL #02-Q8M 1205 E SR 434 0 - 1/8 (0.000 mi.) A6 13 Facility ID: 9045623 MOBIL R/S # 10918 1205 E HWY 434 0 - 1/8 (0.000 mi.) A7 14 Facility ID: 9045623 2303 EXECUTIVE SUMMARY TC7123398.2s EXECUTIVE SUMMARY 13 Due to poor or inadequate address information, the following sites were not mapped. Count: 1 records. Site Name Database(s)____________ ____________ UPRIGHT RECYCLING/BRUCE G BECK SWF/LF 2304 EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc. 40 40 4 0 4 0 4 0 40 4 0 4 0 2305 EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc. 40 40 40 2306 MAP FINDINGS SUMMARY Search TargetDistance Total Database Property(Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted STANDARD ENVIRONMENTAL RECORDS Lists of Federal NPL (Superfund) sites 0 NR 0 0 0 0 1.000NPL 0 NR 0 0 0 0 1.000Proposed NPL 0 NR 0 0 0 0 1.000NPL LIENS Lists of Federal Delisted NPL sites 0 NR 0 0 0 0 1.000Delisted NPL Lists of Federal sites subject to CERCLA removals and CERCLA orders 0 NR NR 0 0 0 0.500FEDERAL FACILITY 0 NR NR 0 0 0 0.500SEMS Lists of Federal CERCLA sites with NFRAP 0 NR NR 0 0 0 0.500SEMS-ARCHIVE Lists of Federal RCRA facilities undergoing Corrective Action 0 NR 0 0 0 0 1.000CORRACTS Lists of Federal RCRA TSD facilities 0 NR NR 0 0 0 0.500RCRA-TSDF Lists of Federal RCRA generators 0 NR NR NR 0 0 0.250RCRA-LQG 0 NR NR NR 0 0 0.250RCRA-SQG 1 NR NR NR 1 0 0.250RCRA-VSQG Federal institutional controls / engineering controls registries 0 NR NR 0 0 0 0.500LUCIS 0 NR NR 0 0 0 0.500US ENG CONTROLS 0 NR NR 0 0 0 0.500US INST CONTROLS Federal ERNS list 0 NR NR NR NR 0 0.001ERNS Lists of state- and tribal hazardous waste facilities 0 NR 0 0 0 0 1.000SHWS Lists of state and tribal landfills and solid waste disposal facilities 2 NR NR 1 0 1 0.500SWF/LF Lists of state and tribal leaking storage tanks 3 NR NR 1 0 2 0.500LUST TC7123398.2s Page 4 2307 MAP FINDINGS SUMMARY Search TargetDistance Total Database Property(Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted 0 NR NR 0 0 0 0.500LAST 0 NR NR 0 0 0 0.500INDIAN LUST Lists of state and tribal registered storage tanks 0 NR NR NR 0 0 0.250FF TANKS 0 NR NR NR 0 0 0.250FEMA UST 2 NR NR NR 0 2 0.250UST 2 NR NR NR 1 1 0.250AST 0 NR NR NR 0 0 0.250INDIAN UST 0 NR NR NR 0 0 0.250TANKS State and tribal institutional control / engineering control registries 0 NR NR 0 0 0 0.500ENG CONTROLS 0 NR NR 0 0 0 0.500INST CONTROL Lists of state and tribal voluntary cleanup sites 0 NR NR 0 0 0 0.500VCP 0 NR NR 0 0 0 0.500INDIAN VCP Lists of state and tribal brownfield sites 3 NR NR 0 2 1 0.500BROWNFIELDS ADDITIONAL ENVIRONMENTAL RECORDS Local Brownfield lists 0 NR NR 0 0 0 0.500US BROWNFIELDS Local Lists of Landfill / Solid Waste Disposal Sites 0 NR NR 0 0 0 0.500SWRCY 0 NR NR 0 0 0 0.500INDIAN ODI 0 NR NR 0 0 0 0.500DEBRIS REGION 9 0 NR NR 0 0 0 0.500ODI 0 NR NR 0 0 0 0.500IHS OPEN DUMPS Local Lists of Hazardous waste / Contaminated Sites 0 NR NR NR NR 0 0.001US HIST CDL 0 NR NR 0 0 0 0.500PRIORITYCLEANERS 0 NR 0 0 0 0 1.000Fl Sites 0 NR NR NR NR 0 0.001US CDL 0 NR NR NR NR NR TPAQUEOUS FOAM 0 NR NR 0 0 0 0.500PFAS Local Land Records 0 NR NR NR NR 0 0.001LIENS 2 Records of Emergency Release Reports 1 NR NR NR NR 1 0.001HMIRS TC7123398.2s Page 5 2308 MAP FINDINGS SUMMARY Search TargetDistance Total Database Property(Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted 0 NR NR NR NR 0 0.001SPILLS 0 NR NR NR NR 0 0.001SPILLS 90 0 NR NR NR NR 0 0.001SPILLS 80 Other Ascertainable Records 3 NR NR NR 1 2 0.250RCRA NonGen / NLR 0 NR 0 0 0 0 1.000FUDS 0 NR 0 0 0 0 1.000DOD 0 NR NR 0 0 0 0.500SCRD DRYCLEANERS 0 NR NR NR NR 0 0.001US FIN ASSUR 0 NR NR NR NR 0 0.001EPA WATCH LIST 0 NR NR NR 0 0 0.2502020 COR ACTION 0 NR NR NR NR 0 0.001TSCA 0 NR NR NR NR 0 0.001TRIS 0 NR NR NR NR 0 0.001SSTS 0 NR 0 0 0 0 1.000ROD 0 NR NR NR NR 0 0.001RMP 0 NR NR NR NR 0 0.001RAATS 0 NR NR NR NR 0 0.001PRP 0 NR NR NR NR 0 0.001PADS 0 NR NR NR NR 0 0.001ICIS 0 NR NR NR NR 0 0.001FTTS 0 NR NR NR NR 0 0.001MLTS 0 NR NR NR NR 0 0.001COAL ASH DOE 0 NR NR 0 0 0 0.500COAL ASH EPA 0 NR NR NR NR 0 0.001PCB TRANSFORMER 0 NR NR NR NR 0 0.001RADINFO 0 NR NR NR NR 0 0.001HIST FTTS 0 NR NR NR NR 0 0.001DOT OPS 0 NR 0 0 0 0 1.000CONSENT 0 NR 0 0 0 0 1.000INDIAN RESERV 0 NR 0 0 0 0 1.000FUSRAP 0 NR NR 0 0 0 0.500UMTRA 0 NR NR NR NR 0 0.001LEAD SMELTERS 0 NR NR NR NR 0 0.001US AIRS 0 NR NR NR 0 0 0.250US MINES 0 NR NR NR 0 0 0.250ABANDONED MINES 2 NR NR NR NR 2 0.001FINDS 0 NR NR NR NR 0 0.001DOCKET HWC 0 NR 0 0 0 0 1.000UXO 2 NR NR NR NR 2 0.001ECHO 0 NR NR NR 0 0 0.250FUELS PROGRAM 0 NR NR NR NR 0 0.001AIRS 0 NR NR NR NR 0 0.001ASBESTOS 1 NR NR NR NR 1 0.001CLEANUP SITES 0 NR NR NR 0 0 0.250DEDB 0 NR NR NR 0 0 0.250DRYCLEANERS 4 NR NR 1 0 3 0.500DWM CONTAM 1 NR NR NR NR 1 0.001Financial Assurance 0 NR NR NR 0 0 0.250FL Cattle Dip. Vats 0 NR NR NR 0 0 0.250HW GEN TC7123398.2s Page 6 2309 MAP FINDINGS SUMMARY Search TargetDistance Total Database Property(Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted 1 NR NR 0 0 1 0.500RESP PARTY 0 NR NR 0 0 0 0.500SITE INV SITES 0 NR NR NR NR 0 0.001TIER 2 0 NR NR NR NR 0 0.001UIC 0 NR NR NR NR 0 0.001NPDES 0 NR NR NR NR 0 0.001MINES MRDS EDR HIGH RISK HISTORICAL RECORDS EDR Exclusive Records 0 NR 0 0 0 0 1.000EDR MGP 1 NR NR NR NR 1 0.125EDR Hist Auto 0 NR NR NR NR 0 0.125EDR Hist Cleaner EDR RECOVERED GOVERNMENT ARCHIVES Exclusive Recovered Govt. Archives 0 NR NR NR NR 0 0.001RGA HWS 0 NR NR NR NR 0 0.001RGA LF 5 NR NR NR NR 5 0.001RGA LUST 34 0 0 3 5 26 0- Totals -- NOTES: TP = Target Property NR = Not Requested at this Search Distance Sites may be listed in more than one database TC7123398.2s Page 7 2310 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 524645.8859YCoord: 666787.081XCoord: 2220603.49Area: PAPERMethod: 201Object Id: CITY OF WINTER SPRINGSSource: 09/04/2008Resolution Date: 2008-36Resolution: 2220603.5Acreage: CENTRALDistrict: BF590803000Area id: CITY OF WINTER SPRINGS, FLCity,State,Zip: Not reportedAddress: TOWN CENTER S.E.E.D. / BROWNFIELDName: BROWNFIELDS AREAS: 1 ft. CITY OF WINTER SPRINGS, FL < 1/8 N/A BROWNFIELDSTOWN CENTER S.E.E.D. / BROWNFIELD S109353651 523359.9865YCoord: 667230.890XCoord: 24923.4045Area: PAPERMethod: 225Object Id: Seminole CountySource: 12/11/2007Resolution Date: 2007-R-233Resolution: 6.15871000Acreage: CentralDistrict: BF590702000Area id: WINTER SPRINGS, FLCity,State,Zip: Not reportedAddress: FORMER CENTRAL FLORIDA DRUM FACILITYName: BROWNFIELDS AREAS: 1107 ft. WINTER SPRINGS, FL 1/8-1/4 N/A SSE BROWNFIELDSFORMER CENTRAL FLORIDA DRUM FACILITY S108946006 Gasoline Service Stations, NEC2009 EXXON MOBIL CORPORATION Gasoline Service Stations, NEC2008 EXXON MOBIL CORPORATION Gasoline Service Stations, NEC2007 EXXON MOBIL CORPORATION Gasoline Service Stations, NEC2006 EXXONMOBIL OIL CORPORATION Gasoline Service Stations, NEC2005 EXXONMOBIL OIL CORPORATION Gasoline Service Stations2004 EXXONMOBIL OIL CORPORATION Gasoline Service Stations2003 EXXONMOBIL OIL CORPORATION Gasoline Service Stations2002 EXXONMOBIL OIL CORPORATION Gasoline Service Stations1999 MOBILE ORLANDO JAWAD INC Type:Year: Name: EDR Hist Auto Site 1 of 10 in cluster A 1 ft. Relative: Higher Actual: 43 ft. < 1/8 WINTER SPRINGS, FL 32708 1205 E STATE ROAD 434 N/A A1 EDR Hist AutoEXXON MOBIL CORPORATION 1020699800 TC7123398.2s Page 8 2311 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Gasoline Service Stations, NEC2014 EXXON MOBIL CORPORATION Gasoline Service Stations, NEC2013 EXXON MOBIL CORPORATION Gasoline Service Stations, NEC2012 EXXON MOBIL CORPORATION Gasoline Service Stations, NEC2011 EXXON MOBIL CORPORATION Gasoline Service Stations, NEC2010 EXXON MOBIL CORPORATION EXXON MOBIL CORPORATION (Continued) 1020699800 2009 MOBIL R/S #10918 1205 E STATE ROAD 434 2010 MOBIL R/S #10918 1205 E STATE ROAD 434 RGA LUST: Site 2 of 10 in cluster A 1 ft. Relative: Higher Actual: 43 ft. < 1/8 WINTER SPRINGS, FL 1205 E STATE ROAD 434 N/A A2 RGA LUSTMOBIL R/S #10918 S115188214 2011 7-ELEVEN STORE #34786 1205 E STATE ROAD 434 2012 7-ELEVEN STORE #34786 1205 E STATE ROAD 434 RGA LUST: Site 3 of 10 in cluster A 1 ft. Relative: Higher Actual: 43 ft. < 1/8 WINTER SPRINGS, FL 1205 E STATE ROAD 434 N/A A3 RGA LUST7-ELEVEN STORE #34786 S115159657 GALLOWS RDMailing Address: CDState District: FLState District Owner: Not reportedActive Site Indicator: Not reportedAccessibility: Not reportedBiennial Report Cycle: Not reportedNon-Notifier: Not a generator, verifiedFederal Waste Generator Description: PrivateLand Type: 04EPA Region: Not reportedContact Title: Not reportedContact Email: Not reportedContact Fax: 703-849-3330Contact Telephone: FAIRFAX, VA 22037-0002Contact City,State,Zip: GALLOWS RDContact Address: DAN HORTONContact Name: FLD984205518EPA ID: WINTER SPRINGS, FL 32708Handler City,State,Zip: 1205 E SR 434Handler Address: MOBIL OIL CORP SS #Q8MHandler Name: 20111012Date Form Received by Agency: RCRA NonGen / NLR: Site 4 of 10 in cluster A 1 ft. Relative: Higher Actual: 43 ft. < 1/8 ECHOWINTER SPRINGS, FL 32708 FINDS1205 E SR 434 FLD984205518 A4 RCRA NonGen / NLRMOBIL OIL CORP SS #Q8M 1000702716 TC7123398.2s Page 9 2312 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation NoExporter of Spent Lead Acid Batteries: NoImporter of Spent Lead Acid Batteries: NoRecognized Trader-Exporter: NoRecognized Trader-Importer: 20130606Handler Date of Last Change: Not reportedFinancial Assurance Required: NoSignificant Non-Complier With a Compliance Schedule Universe: NoAddressed Significant Non-Complier Universe: NoUnaddressed Significant Non-Complier Universe: NoSignificant Non-Complier Universe: Not reportedFull Enforcement Universe: Not reportedOperating TSDF Universe: N/AGroundwater Controls Indicator: N/AHuman Exposure Controls Indicator: NoInstitutional Control Indicator: NoEnvironmental Control Indicator: No NCAPS rankingCorrective Action Priority Ranking: NoTSDFs Only Subject to CA under Discretionary Auth Universe: NoTSDFs Potentially Subject to CA Under 3004 (u)/(v) Universe: NoNon-TSDFs Where RCRA CA has Been Imposed Universe: NoSubject to Corrective Action Universe: NoCorrective Action Workload Universe: No202 GPRA Corrective Action Baseline: Not reportedClosure Workload Universe: Not reportedPost-Closure Workload Universe: Not reportedPermit Progress Universe: Not reportedPermit Workload Universe: Not reportedPermit Renewals Workload Universe: Not on the Baseline2018 GPRA Renewals Baseline: Not on the Baseline2018 GPRA Permit Baseline: Not reportedTreatment Storage and Disposal Type: NoCommercial TSD Indicator: Not reportedSub-Part K Indicator: NHazardous Secondary Material Indicator: Not reportedFederal Facility Indicator: ---Active Site State-Reg Handler: Not reportedActive Site State-Reg Treatment Storage and Disposal Facility: Not reportedActive Site Converter Treatment storage and Disposal Facility: Not reportedActive Site Fed-Reg Treatment Storage and Disposal Facility: NoFederal Universal Waste: NoUniversal Waste Destination Facility: NoUniversal Waste Indicator: NoOff-Site Waste Receipt: NoUnderground Injection Control: NoSmelting Melting and Refining Furnace Exemption: NoSmall Quantity On-Site Burner Exemption: NoRecycler Activity with Storage: NoTransfer Facility Activity: NoTransporter Activity: NoMixed Waste Generator: NoImporter Activity: NoShort-Term Generator Activity: PrivateOperator Type: DONNA HYMESOperator Name: PrivateOwner Type: DAN HORTONOwner Name: FAIRFAX, VA 22037-0002Mailing City,State,Zip: MOBIL OIL CORP SS #Q8M (Continued) 1000702716 TC7123398.2s Page 10 2313 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation FAIRFAX, VA 22037Owner/Operator City,State,Zip: 3225 GALLOWS RDOwner/Operator Address: Not reportedDate Ended Current: 20000209Date Became Current: PrivateLegal Status: HORTON DANOwner/Operator Name: OwnerOwner/Operator Indicator: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: Not reportedOwner/Operator Telephone: FAIRFAX, VA 22037Owner/Operator City,State,Zip: 3225 GALLOWS RDOwner/Operator Address: Not reportedDate Ended Current: 19910615Date Became Current: PrivateLegal Status: MOBIL OIL CORP SS # Q8MOwner/Operator Name: OperatorOwner/Operator Indicator: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: Not reportedOwner/Operator Telephone: FAIRFAX, VA 22037Owner/Operator City,State,Zip: 3225 GALLOWS RDOwner/Operator Address: Not reportedDate Ended Current: 20111027Date Became Current: PrivateLegal Status: DONNA HYMESOwner/Operator Name: OperatorOwner/Operator Indicator: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: Not reportedOwner/Operator Telephone: FAIRFAX, VA 22037Owner/Operator City,State,Zip: 3225 GALLOWS RDOwner/Operator Address: Not reportedDate Ended Current: 20000209Date Became Current: PrivateLegal Status: DAN HORTONOwner/Operator Name: OwnerOwner/Operator Indicator: Handler - Owner Operator: BENZENEWaste Description: D018Waste Code: IGNITABLE WASTEWaste Description: D001Waste Code: Hazardous Waste Summary: NoSub-Part P Indicator: NoManifest Broker: NoRecycler Activity Without Storage: MOBIL OIL CORP SS #Q8M (Continued) 1000702716 TC7123398.2s Page 11 2314 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation No Evaluations FoundEvaluations: Evaluation Action Summary: No Violations FoundViolations: Facility Has Received Notices of Violations: ALL OTHER MISCELLANEOUS WASTE MANAGEMENT SERVICESNAICS Description: 562998NAICS Code: List of NAICS Codes and Descriptions: Not reportedElectronic Manifest Broker: Not reportedNon Storage Recycler Activity: YesCurrent Record: NoSpent Lead Acid Battery Exporter: NoSpent Lead Acid Battery Importer: NoRecognized Trader Exporter: NoRecognized Trader Importer: NoLarge Quantity Handler of Universal Waste: FLState District Owner: Not a generator, verifiedFederal Waste Generator Description: MOBIL OIL CORP SS #Q8MHandler Name: 20111012Receive Date: Not reportedElectronic Manifest Broker: Not reportedNon Storage Recycler Activity: NoCurrent Record: NoSpent Lead Acid Battery Exporter: NoSpent Lead Acid Battery Importer: NoRecognized Trader Exporter: NoRecognized Trader Importer: NoLarge Quantity Handler of Universal Waste: FLState District Owner: Small Quantity GeneratorFederal Waste Generator Description: MOBIL OIL CORP SS #Q8MHandler Name: 19910802Receive Date: Historic Generators: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: Not reportedOwner/Operator Telephone: FAIRFAX, VA 22037Owner/Operator City,State,Zip: 3225 GALLOWS RDOwner/Operator Address: Not reportedDate Ended Current: 20000209Date Became Current: PrivateLegal Status: DAN HORTONOwner/Operator Name: OwnerOwner/Operator Indicator: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: Not reportedOwner/Operator Telephone: MOBIL OIL CORP SS #Q8M (Continued) 1000702716 TC7123398.2s Page 12 2315 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation WINTER SPRINGS, FL 32708City,State,Zip: 1205 E SR 434Address: MOBIL OIL CORP SS #Q8MName: http://echo.epa.gov/detailed-facility-report?fid=110006386534DFR URL: 110006386534Registry ID: 1000702716Envid: ECHO: additional FINDS: detail in the EDR Site Report. Click this hyperlink while viewing on your computer to access affiliation data for the State of Florida. Maintenance (FDM) system maintains entity, environmental interest and Florida Environmental System Today Application (FIESTA) Data corrective action activities required under RCRA. program staff to track the notification, permit, compliance, and and treat, store, or dispose of hazardous waste. RCRAInfo allows RCRA events and activities related to facilities that generate, transport, Conservation and Recovery Act (RCRA) program through the tracking of RCRAInfo is a national information system that supports the Resource Environmental Interest/Information System: Click Here for FRS Facility Detail Report: 110006386534Registry ID: FINDS: MOBIL OIL CORP SS #Q8M (Continued) 1000702716 1998 MOBIL #02-Q8M 1205 E HWY 434 1999 MOBIL #02-Q8M 1205 E HWY 434 2000 MOBIL #02-Q8M 1205 E HWY 434 2001 MOBIL #02-Q8M 1205 E HWY 434 2002 MOBIL #02-Q8M 1205 E HWY 434 2003 MOBIL #02-Q8M 1205 E HWY 434 2004 MOBIL #02-Q8M 1205 E HWY 434 RGA LUST: Site 5 of 10 in cluster A 1 ft. Relative: Higher Actual: 43 ft. < 1/8 WINTER SPRINGS, FL 1205 E HWY 434 N/A A5 RGA LUSTMOBIL #02-Q8M S115187952 1997 MOBIL #02-Q8M 1205 E SR 434 RGA LUST: Site 6 of 10 in cluster A 1 ft. Relative: Higher Actual: 43 ft. < 1/8 WINTER SPRINGS, FL 1205 E SR 434 N/A A6 RGA LUSTMOBIL #02-Q8M S115187953 TC7123398.2s Page 13 2316 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 2005 MOBIL R/S # 10918 1205 E HWY 434 2006 MOBIL R/S # 10918 1205 E HWY 434 2007 MOBIL R/S # 10918 1205 E HWY 434 2008 MOBIL R/S # 10918 1205 E HWY 434 RGA LUST: Site 7 of 10 in cluster A 1 ft. Relative: Higher Actual: 43 ft. < 1/8 WINTER SPRINGS, FL 1205 E HWY 434 N/A A7 RGA LUSTMOBIL R/S # 10918 S115188147 211RP Extension: 1110RP Zip: 2013-10-28RP Begin Date: ACCOUNT OWNERPrimary RP Role: 922Related Party ID: 2008-02-29 00:00:00Score Effective Date: 46Score: 32708, 2811Zip: FLState: NBad Address Ind: (813)681-4279Phone: Brandon, FL 33509Contact City/State/Zip: PO BOX 1110Contact Address: AUTOMATED PETROLEUM & ENERGY CO INC (APEC)Contact Company: BILL MCKNIGHT | RICK HERWEHContact: ONGO - ONGOINGFacility Cleanup Status: Petroleum Cleanup PCT Facility Score: 2018-10-25 00:00:00Address Update: 2013-10-28 00:00:00Name Update: RICK HERWEHOperator: 30Score When Ranked: 2008-02-29 00:00:00Score Effective Date: 46Score: 0Datum: DPHOMethod: Not reportedFeature: 31ERange: 20STownship: 31Section: 28 41 44.6788 / 81 15 43.9905Lat/Long (dms): Central DistrictDistrict: 4871Facility Cleanup Rank: (813)681-4279Facility Phone: A - Retail StationFacility Type: OPENFacility Status: 9045623Facility Id: STATERegion: WINTER SPRINGS, FL 32708City,State,Zip: 1205 E STATE ROAD 434Address: MOBIL-WINTER SPRINGS #731Name: LUST: Financial AssuranceSite 8 of 10 in cluster A 1 ft.DWM CONTAM Relative: Higher Actual: 43 ft. < 1/8 CLEANUP SITESWINTER SPRINGS, FL 32708 UST1205 E STATE ROAD 434 N/A A8 LUSTMOBIL-WINTER SPRINGS #731 U004130541 TC7123398.2s Page 14 2317 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation NoContaminated Ground Water: NoContaminated Surface Water: NoContaminated Soil: YesContaminated Monitoring Well: 0Contaminated Drinking Wells: PCLP48 - ORANGE COUNTY ENVIRONTank Office: Not reportedSite Mgr End Date: PRESS_DMSite Manager: E - ELIGIBLEElig Indicator: Not reportedOther Source Description: D - DISCHARGE NOTIFICATIONInformation Source: INACTIVECleanup Work Status: 5/10/2013Disch Cleanup Status Date: RA - RA ONGOINGDischarge Cleanup Status: R - CLEANUP REQUIREDCleanup Required: Not reportedPct Discharge Combined With: 4/26/1993Discharge Date: Contaminated Media: 1200000Cap Amount: Not reportedCo-Pay Paid To Date: Not reportedCo-Pay Amount: Not reportedDeductible Paid To Date: Not reportedDeductible Amount: PCLP48 - ORANGE COUNTY ENVIRONMENTAL PROTECTION DIVTank Office: Not reportedSite Mgr End Date: PRESS_DMSite Manager: Not reportedInspection Date: Not reportedRedetermined: Not reportedLetter Of Intent Date: Not reportedElig Status Date: Not reportedEligibility Status: P - PETROLEUM LIABILITY AND RESTORATION INSURANCE PROGRAMCleanup Program: Not reportedApplication Received Date: Not reportedOther Source Description: Not reportedInformation Source: INACTIVECleanup Work Status: 5/10/2013Disch Cleanup Status Date: RA - RA ONGOINGDischarge Cleanup Status: R - CLEANUP REQUIREDCleanup Required: Not reportedPct Discharge Combined With: 4/26/1993Discharge Date: 9045623Facility ID: Petroleum Cleanup Program Eligibility: PCLP48 - ORANGE COUNTY ENVIRONMENTAL PROTECTION DIVTank Office: Not reportedSite Mgr End Date: PRESS_DMSite Manager: E - ELIGIBLEEligibility Indicator: Not reportedOther Source Description: D - DISCHARGE NOTIFICATIONInformation Source: ACTIVECleanup Work Status: 5/10/2013Disch Cleanup Status Date: RA - RA ONGOINGDischarge Cleanup Status: R - CLEANUP REQUIREDCleanup Required: Not reportedPCT Discharge Combined: 4/26/1993Discharge Date: Discharge Cleanup Summary: MOBIL-WINTER SPRINGS #731 (Continued) U004130541 TC7123398.2s Page 15 2318 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 89795RA Task ID: Not reportedRAP Last Order Approved: Not reportedRAP Payment Date: Not reportedRAP Completion Date: Not reportedRAP Actual Cost: -RAP Funding Eligibility Type: -RAP Cleanup Responsible ID: Not reportedRAP Task ID: Not reportedSA Payment Date: Not reportedSA Completion Date: Not reportedSA Actual Cost: -SA Funding Eligibility Type: -SA Cleanup Responsible: 84141SA Task ID: Not reportedSR Alternate Procedure Comments: Not reportedSR Alternate Procedure Status Date: Not reportedSR Alternate Procedure Status: Not reportedSR Alternate Proc Received Date: Not reportedSR Other Treatment: Not reportedSR Soil Treatment: Not reportedSR Soil Tonnage Removed: Not reportedSR Free Product Removal: Not reportedSR Soil Removal: Not reportedSR Written Date: Not reportedSR Oral Date: Not reportedSR Payment Date: Not reportedSR Completion Date: Not reportedSR Actual Cost: -SR Funding Eligibility Type: -SR Cleanup Responsible: Not reportedSR Task ID: PCLP48 - Orange CountyTank Office: Not reportedSite Mgr End Date: PRESS_DMSite Mgr: INACTIVECleanup Work Status: Not reportedSRC Comment: Not reportedSRC Issue Date: -SRC Completion Status: Not reportedSRC Review Date: Not reportedSRC Submit Date: -SRC Action Type: 05-10-2013Disch Cleanup Status Date: RA - RA ONGOINGDischarge Cleanup Status: R - CLEANUP REQUIREDCleanup Required: 04-26-1993Discharge Date: Not reportedSource Effective Date: ECleanup Eligibility Status: 59County ID: SEMINOLECounty: A - Retail Station -Facility Type: OPENFacility Status: 9045623Facility ID: CDDistrict: Task Information: 25Gallons Discharged: Not reportedPollutant Other Description: B - Unleaded GasPollutant: MOBIL-WINTER SPRINGS #731 (Continued) U004130541 TC7123398.2s Page 16 2319 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation IConstruction Category: 5Tank ID: Flow shut-OffConstruction Description: NConstruction Category: 5Tank ID: Spill containment bucketConstruction Description: MConstruction Category: 5Tank ID: FiberglassConstruction Description: EConstruction Category: 5Tank ID: Construction: 8136814279Owner Phone: BILL MCKNIGHT | RICK HERWEHOwner Contact: Brandon, FL 33509Owner City,State,Zip: ATTN: STORAGE TANK REGISOwner Address 2: PO BOX 1110Owner Address: AUTOMATED PETROLEUM & ENERGY CO INC (APEC)Owner Name: 922Owner ID: Owner: PDEP Contractor: TANKVessel Indicator: Unleaded GasContent Description: BSubstance: 11/1/1989Install Date: 10/01/2008Status Date: BTank Status: UNDERGROUNDTank Location: 10000Tank Capacity: 2Tank ID: UST: 28 41 45.5900000 / 81 15 43.8500000Latitude/Longitude: DPHOPositioning Method: STATERegion: PDepco: Retail StationType Description: AFacility Type: OPENFacility Status: 8136814279Facility Phone: WINTER SPRINGS, FL 32708City,State,Zip: 1205 E STATE ROAD 434Address: MOBIL-WINTER SPRINGS #731Name: 9045623Facility ID: UST: Click here for Florida Oculus: Not reportedRA Actual Cost: Not reportedRA Years to Complete: -RA Funding Eligibility Type: -RA Cleanup Responsible: MOBIL-WINTER SPRINGS #731 (Continued) U004130541 TC7123398.2s Page 17 2320 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation FPiping Category: 6Tank ID: FiberglassPiping Description: CPiping Category: 6Tank ID: Pressurized piping systemPiping Description: JPiping Category: 5Tank ID: Double wallPiping Description: FPiping Category: 5Tank ID: FiberglassPiping Description: CPiping Category: 5Tank ID: Dispenser linersPiping Description: KPiping Category: 6Tank ID: Dispenser linersPiping Description: KPiping Category: 5Tank ID: Piping: Tight fillConstruction Description: OConstruction Category: 6Tank ID: Tight fillConstruction Description: OConstruction Category: 5Tank ID: CompartmentedConstruction Description: LConstruction Category: 6Tank ID: Double wallConstruction Description: IConstruction Category: 6Tank ID: Flow shut-OffConstruction Description: NConstruction Category: 6Tank ID: Spill containment bucketConstruction Description: MConstruction Category: 6Tank ID: FiberglassConstruction Description: EConstruction Category: 6Tank ID: Double wallConstruction Description: MOBIL-WINTER SPRINGS #731 (Continued) U004130541 TC7123398.2s Page 18 2321 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 4Petro Monitoring Category: 6Tank ID: Visual inspect pipe sumpsMonitoring Description: 2Petro Monitoring Category: 6Tank ID: Continuous electronic sensingMonitoring Description: 1Petro Monitoring Category: 6Tank ID: Automatic tank gauging - USTsMonitoring Description: LPetro Monitoring Category: 6Tank ID: Visual inspect pipe sumpsMonitoring Description: 2Petro Monitoring Category: 5Tank ID: Continuous electronic sensingMonitoring Description: 1Petro Monitoring Category: 5Tank ID: Automatic tank gauging - USTsMonitoring Description: LPetro Monitoring Category: 5Tank ID: Monitor dbl wall pipe spaceMonitoring Description: KPetro Monitoring Category: 6Tank ID: Electronic line leak detectorMonitoring Description: GPetro Monitoring Category: 6Tank ID: Monitor dbl wall tank spaceMonitoring Description: FPetro Monitoring Category: 6Tank ID: Monitor dbl wall pipe spaceMonitoring Description: KPetro Monitoring Category: 5Tank ID: Electronic line leak detectorMonitoring Description: GPetro Monitoring Category: 5Tank ID: Monitor dbl wall tank spaceMonitoring Description: FPetro Monitoring Category: 5Tank ID: Monitoring: Pressurized piping systemPiping Description: JPiping Category: 6Tank ID: Double wallPiping Description: MOBIL-WINTER SPRINGS #731 (Continued) U004130541 TC7123398.2s Page 19 2322 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 6Tank ID: Flow shut-OffConstruction Description: NConstruction Category: 6Tank ID: Spill containment bucketConstruction Description: MConstruction Category: 6Tank ID: FiberglassConstruction Description: EConstruction Category: 6Tank ID: Double wallConstruction Description: IConstruction Category: 5Tank ID: Flow shut-OffConstruction Description: NConstruction Category: 5Tank ID: Spill containment bucketConstruction Description: MConstruction Category: 5Tank ID: FiberglassConstruction Description: EConstruction Category: 5Tank ID: Construction: 8136814279Owner Phone: BILL MCKNIGHT | RICK HERWEHOwner Contact: Brandon, FL 33509Owner City,State,Zip: ATTN: STORAGE TANK REGISOwner Address 2: PO BOX 1110Owner Address: AUTOMATED PETROLEUM & ENERGY CO INC (APEC)Owner Name: 922Owner ID: Owner: PDEP Contractor: TANKVessel Indicator: Unleaded GasContent Description: BSubstance: 11/1/1989Install Date: 10/01/2008Status Date: BTank Status: UNDERGROUNDTank Location: 10000Tank Capacity: 3Tank ID: Visual inspect dispenser linersMonitoring Description: 4Petro Monitoring Category: 5Tank ID: Visual inspect dispenser linersMonitoring Description: MOBIL-WINTER SPRINGS #731 (Continued) U004130541 TC7123398.2s Page 20 2323 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Electronic line leak detectorMonitoring Description: GPetro Monitoring Category: 5Tank ID: Monitor dbl wall tank spaceMonitoring Description: FPetro Monitoring Category: 5Tank ID: Monitoring: Pressurized piping systemPiping Description: JPiping Category: 6Tank ID: Double wallPiping Description: FPiping Category: 6Tank ID: FiberglassPiping Description: CPiping Category: 6Tank ID: Pressurized piping systemPiping Description: JPiping Category: 5Tank ID: Double wallPiping Description: FPiping Category: 5Tank ID: FiberglassPiping Description: CPiping Category: 5Tank ID: Dispenser linersPiping Description: KPiping Category: 6Tank ID: Dispenser linersPiping Description: KPiping Category: 5Tank ID: Piping: Tight fillConstruction Description: OConstruction Category: 6Tank ID: Tight fillConstruction Description: OConstruction Category: 5Tank ID: CompartmentedConstruction Description: LConstruction Category: 6Tank ID: Double wallConstruction Description: IConstruction Category: MOBIL-WINTER SPRINGS #731 (Continued) U004130541 TC7123398.2s Page 21 2324 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Unleaded GasContent Description: BSubstance: 11/1/1989Install Date: 10/01/2008Status Date: BTank Status: UNDERGROUNDTank Location: 10000Tank Capacity: 4Tank ID: Visual inspect dispenser linersMonitoring Description: 4Petro Monitoring Category: 5Tank ID: Visual inspect dispenser linersMonitoring Description: 4Petro Monitoring Category: 6Tank ID: Visual inspect pipe sumpsMonitoring Description: 2Petro Monitoring Category: 6Tank ID: Continuous electronic sensingMonitoring Description: 1Petro Monitoring Category: 6Tank ID: Automatic tank gauging - USTsMonitoring Description: LPetro Monitoring Category: 6Tank ID: Visual inspect pipe sumpsMonitoring Description: 2Petro Monitoring Category: 5Tank ID: Continuous electronic sensingMonitoring Description: 1Petro Monitoring Category: 5Tank ID: Automatic tank gauging - USTsMonitoring Description: LPetro Monitoring Category: 5Tank ID: Monitor dbl wall pipe spaceMonitoring Description: KPetro Monitoring Category: 6Tank ID: Electronic line leak detectorMonitoring Description: GPetro Monitoring Category: 6Tank ID: Monitor dbl wall tank spaceMonitoring Description: FPetro Monitoring Category: 6Tank ID: Monitor dbl wall pipe spaceMonitoring Description: KPetro Monitoring Category: 5Tank ID: MOBIL-WINTER SPRINGS #731 (Continued) U004130541 TC7123398.2s Page 22 2325 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Tight fillConstruction Description: OConstruction Category: 6Tank ID: Tight fillConstruction Description: OConstruction Category: 5Tank ID: CompartmentedConstruction Description: LConstruction Category: 6Tank ID: Double wallConstruction Description: IConstruction Category: 6Tank ID: Flow shut-OffConstruction Description: NConstruction Category: 6Tank ID: Spill containment bucketConstruction Description: MConstruction Category: 6Tank ID: FiberglassConstruction Description: EConstruction Category: 6Tank ID: Double wallConstruction Description: IConstruction Category: 5Tank ID: Flow shut-OffConstruction Description: NConstruction Category: 5Tank ID: Spill containment bucketConstruction Description: MConstruction Category: 5Tank ID: FiberglassConstruction Description: EConstruction Category: 5Tank ID: Construction: 8136814279Owner Phone: BILL MCKNIGHT | RICK HERWEHOwner Contact: Brandon, FL 33509Owner City,State,Zip: ATTN: STORAGE TANK REGISOwner Address 2: PO BOX 1110Owner Address: AUTOMATED PETROLEUM & ENERGY CO INC (APEC)Owner Name: 922Owner ID: Owner: PDEP Contractor: TANKVessel Indicator: MOBIL-WINTER SPRINGS #731 (Continued) U004130541 TC7123398.2s Page 23 2326 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation KPetro Monitoring Category: 6Tank ID: Electronic line leak detectorMonitoring Description: GPetro Monitoring Category: 6Tank ID: Monitor dbl wall tank spaceMonitoring Description: FPetro Monitoring Category: 6Tank ID: Monitor dbl wall pipe spaceMonitoring Description: KPetro Monitoring Category: 5Tank ID: Electronic line leak detectorMonitoring Description: GPetro Monitoring Category: 5Tank ID: Monitor dbl wall tank spaceMonitoring Description: FPetro Monitoring Category: 5Tank ID: Monitoring: Pressurized piping systemPiping Description: JPiping Category: 6Tank ID: Double wallPiping Description: FPiping Category: 6Tank ID: FiberglassPiping Description: CPiping Category: 6Tank ID: Pressurized piping systemPiping Description: JPiping Category: 5Tank ID: Double wallPiping Description: FPiping Category: 5Tank ID: FiberglassPiping Description: CPiping Category: 5Tank ID: Dispenser linersPiping Description: KPiping Category: 6Tank ID: Dispenser linersPiping Description: KPiping Category: 5Tank ID: Piping: MOBIL-WINTER SPRINGS #731 (Continued) U004130541 TC7123398.2s Page 24 2327 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 5Tank ID: Construction: 8136814279Owner Phone: BILL MCKNIGHT | RICK HERWEHOwner Contact: Brandon, FL 33509Owner City,State,Zip: ATTN: STORAGE TANK REGISOwner Address 2: PO BOX 1110Owner Address: AUTOMATED PETROLEUM & ENERGY CO INC (APEC)Owner Name: 922Owner ID: Owner: PDEP Contractor: TANKVessel Indicator: Unleaded GasContent Description: BSubstance: 10/1/2008Install Date: 10/01/2008Status Date: UTank Status: UNDERGROUNDTank Location: 20000Tank Capacity: 5Tank ID: Visual inspect dispenser linersMonitoring Description: 4Petro Monitoring Category: 5Tank ID: Visual inspect dispenser linersMonitoring Description: 4Petro Monitoring Category: 6Tank ID: Visual inspect pipe sumpsMonitoring Description: 2Petro Monitoring Category: 6Tank ID: Continuous electronic sensingMonitoring Description: 1Petro Monitoring Category: 6Tank ID: Automatic tank gauging - USTsMonitoring Description: LPetro Monitoring Category: 6Tank ID: Visual inspect pipe sumpsMonitoring Description: 2Petro Monitoring Category: 5Tank ID: Continuous electronic sensingMonitoring Description: 1Petro Monitoring Category: 5Tank ID: Automatic tank gauging - USTsMonitoring Description: LPetro Monitoring Category: 5Tank ID: Monitor dbl wall pipe spaceMonitoring Description: MOBIL-WINTER SPRINGS #731 (Continued) U004130541 TC7123398.2s Page 25 2328 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 5Tank ID: FiberglassPiping Description: CPiping Category: 5Tank ID: Dispenser linersPiping Description: KPiping Category: 6Tank ID: Dispenser linersPiping Description: KPiping Category: 5Tank ID: Piping: Tight fillConstruction Description: OConstruction Category: 6Tank ID: Tight fillConstruction Description: OConstruction Category: 5Tank ID: CompartmentedConstruction Description: LConstruction Category: 6Tank ID: Double wallConstruction Description: IConstruction Category: 6Tank ID: Flow shut-OffConstruction Description: NConstruction Category: 6Tank ID: Spill containment bucketConstruction Description: MConstruction Category: 6Tank ID: FiberglassConstruction Description: EConstruction Category: 6Tank ID: Double wallConstruction Description: IConstruction Category: 5Tank ID: Flow shut-OffConstruction Description: NConstruction Category: 5Tank ID: Spill containment bucketConstruction Description: MConstruction Category: 5Tank ID: FiberglassConstruction Description: EConstruction Category: MOBIL-WINTER SPRINGS #731 (Continued) U004130541 TC7123398.2s Page 26 2329 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 6Tank ID: Visual inspect pipe sumpsMonitoring Description: 2Petro Monitoring Category: 5Tank ID: Continuous electronic sensingMonitoring Description: 1Petro Monitoring Category: 5Tank ID: Automatic tank gauging - USTsMonitoring Description: LPetro Monitoring Category: 5Tank ID: Monitor dbl wall pipe spaceMonitoring Description: KPetro Monitoring Category: 6Tank ID: Electronic line leak detectorMonitoring Description: GPetro Monitoring Category: 6Tank ID: Monitor dbl wall tank spaceMonitoring Description: FPetro Monitoring Category: 6Tank ID: Monitor dbl wall pipe spaceMonitoring Description: KPetro Monitoring Category: 5Tank ID: Electronic line leak detectorMonitoring Description: GPetro Monitoring Category: 5Tank ID: Monitor dbl wall tank spaceMonitoring Description: FPetro Monitoring Category: 5Tank ID: Monitoring: Pressurized piping systemPiping Description: JPiping Category: 6Tank ID: Double wallPiping Description: FPiping Category: 6Tank ID: FiberglassPiping Description: CPiping Category: 6Tank ID: Pressurized piping systemPiping Description: JPiping Category: 5Tank ID: Double wallPiping Description: FPiping Category: MOBIL-WINTER SPRINGS #731 (Continued) U004130541 TC7123398.2s Page 27 2330 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Double wallConstruction Description: IConstruction Category: 5Tank ID: Flow shut-OffConstruction Description: NConstruction Category: 5Tank ID: Spill containment bucketConstruction Description: MConstruction Category: 5Tank ID: FiberglassConstruction Description: EConstruction Category: 5Tank ID: Construction: 8136814279Owner Phone: BILL MCKNIGHT | RICK HERWEHOwner Contact: Brandon, FL 33509Owner City,State,Zip: ATTN: STORAGE TANK REGISOwner Address 2: PO BOX 1110Owner Address: AUTOMATED PETROLEUM & ENERGY CO INC (APEC)Owner Name: 922Owner ID: Owner: PDEP Contractor: TANKVessel Indicator: Vehicular DieselContent Description: DSubstance: 10/1/2008Install Date: 10/01/2008Status Date: UTank Status: UNDERGROUNDTank Location: 20000Tank Capacity: 6Tank ID: Visual inspect dispenser linersMonitoring Description: 4Petro Monitoring Category: 5Tank ID: Visual inspect dispenser linersMonitoring Description: 4Petro Monitoring Category: 6Tank ID: Visual inspect pipe sumpsMonitoring Description: 2Petro Monitoring Category: 6Tank ID: Continuous electronic sensingMonitoring Description: 1Petro Monitoring Category: 6Tank ID: Automatic tank gauging - USTsMonitoring Description: LPetro Monitoring Category: MOBIL-WINTER SPRINGS #731 (Continued) U004130541 TC7123398.2s Page 28 2331 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Double wallPiping Description: FPiping Category: 6Tank ID: FiberglassPiping Description: CPiping Category: 6Tank ID: Pressurized piping systemPiping Description: JPiping Category: 5Tank ID: Double wallPiping Description: FPiping Category: 5Tank ID: FiberglassPiping Description: CPiping Category: 5Tank ID: Dispenser linersPiping Description: KPiping Category: 6Tank ID: Dispenser linersPiping Description: KPiping Category: 5Tank ID: Piping: Tight fillConstruction Description: OConstruction Category: 6Tank ID: Tight fillConstruction Description: OConstruction Category: 5Tank ID: CompartmentedConstruction Description: LConstruction Category: 6Tank ID: Double wallConstruction Description: IConstruction Category: 6Tank ID: Flow shut-OffConstruction Description: NConstruction Category: 6Tank ID: Spill containment bucketConstruction Description: MConstruction Category: 6Tank ID: FiberglassConstruction Description: EConstruction Category: 6Tank ID: MOBIL-WINTER SPRINGS #731 (Continued) U004130541 TC7123398.2s Page 29 2332 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Visual inspect dispenser linersMonitoring Description: 4Petro Monitoring Category: 6Tank ID: Visual inspect pipe sumpsMonitoring Description: 2Petro Monitoring Category: 6Tank ID: Continuous electronic sensingMonitoring Description: 1Petro Monitoring Category: 6Tank ID: Automatic tank gauging - USTsMonitoring Description: LPetro Monitoring Category: 6Tank ID: Visual inspect pipe sumpsMonitoring Description: 2Petro Monitoring Category: 5Tank ID: Continuous electronic sensingMonitoring Description: 1Petro Monitoring Category: 5Tank ID: Automatic tank gauging - USTsMonitoring Description: LPetro Monitoring Category: 5Tank ID: Monitor dbl wall pipe spaceMonitoring Description: KPetro Monitoring Category: 6Tank ID: Electronic line leak detectorMonitoring Description: GPetro Monitoring Category: 6Tank ID: Monitor dbl wall tank spaceMonitoring Description: FPetro Monitoring Category: 6Tank ID: Monitor dbl wall pipe spaceMonitoring Description: KPetro Monitoring Category: 5Tank ID: Electronic line leak detectorMonitoring Description: GPetro Monitoring Category: 5Tank ID: Monitor dbl wall tank spaceMonitoring Description: FPetro Monitoring Category: 5Tank ID: Monitoring: Pressurized piping systemPiping Description: JPiping Category: 6Tank ID: MOBIL-WINTER SPRINGS #731 (Continued) U004130541 TC7123398.2s Page 30 2333 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Double wallConstruction Description: IConstruction Category: 6Tank ID: Flow shut-OffConstruction Description: NConstruction Category: 6Tank ID: Spill containment bucketConstruction Description: MConstruction Category: 6Tank ID: FiberglassConstruction Description: EConstruction Category: 6Tank ID: Double wallConstruction Description: IConstruction Category: 5Tank ID: Flow shut-OffConstruction Description: NConstruction Category: 5Tank ID: Spill containment bucketConstruction Description: MConstruction Category: 5Tank ID: FiberglassConstruction Description: EConstruction Category: 5Tank ID: Construction: 8136814279Owner Phone: BILL MCKNIGHT | RICK HERWEHOwner Contact: Brandon, FL 33509Owner City,State,Zip: ATTN: STORAGE TANK REGISOwner Address 2: PO BOX 1110Owner Address: AUTOMATED PETROLEUM & ENERGY CO INC (APEC)Owner Name: 922Owner ID: Owner: PDEP Contractor: TANKVessel Indicator: Unleaded GasContent Description: BSubstance: 11/1/1989Install Date: 10/01/2008Status Date: BTank Status: UNDERGROUNDTank Location: 10000Tank Capacity: 1Tank ID: Visual inspect dispenser linersMonitoring Description: 4Petro Monitoring Category: 5Tank ID: MOBIL-WINTER SPRINGS #731 (Continued) U004130541 TC7123398.2s Page 31 2334 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation KPetro Monitoring Category: 5Tank ID: Electronic line leak detectorMonitoring Description: GPetro Monitoring Category: 5Tank ID: Monitor dbl wall tank spaceMonitoring Description: FPetro Monitoring Category: 5Tank ID: Monitoring: Pressurized piping systemPiping Description: JPiping Category: 6Tank ID: Double wallPiping Description: FPiping Category: 6Tank ID: FiberglassPiping Description: CPiping Category: 6Tank ID: Pressurized piping systemPiping Description: JPiping Category: 5Tank ID: Double wallPiping Description: FPiping Category: 5Tank ID: FiberglassPiping Description: CPiping Category: 5Tank ID: Dispenser linersPiping Description: KPiping Category: 6Tank ID: Dispenser linersPiping Description: KPiping Category: 5Tank ID: Piping: Tight fillConstruction Description: OConstruction Category: 6Tank ID: Tight fillConstruction Description: OConstruction Category: 5Tank ID: CompartmentedConstruction Description: LConstruction Category: 6Tank ID: MOBIL-WINTER SPRINGS #731 (Continued) U004130541 TC7123398.2s Page 32 2335 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation PETROCLLC Cleanup Category Key: TKCPAC Program Area Id: 9045623Source Database Id: Storage Tank Contamination MonitoringSource Database Name: 72642594DEP Cleanup Site Key: WINTER SPRINGS, FL 32708City,State,Zip: 1205 E STATE ROAD 434Address: MOBIL-WINTER SPRINGS #731Name: CLEANUP SITES: Visual inspect dispenser linersMonitoring Description: 4Petro Monitoring Category: 5Tank ID: Visual inspect dispenser linersMonitoring Description: 4Petro Monitoring Category: 6Tank ID: Visual inspect pipe sumpsMonitoring Description: 2Petro Monitoring Category: 6Tank ID: Continuous electronic sensingMonitoring Description: 1Petro Monitoring Category: 6Tank ID: Automatic tank gauging - USTsMonitoring Description: LPetro Monitoring Category: 6Tank ID: Visual inspect pipe sumpsMonitoring Description: 2Petro Monitoring Category: 5Tank ID: Continuous electronic sensingMonitoring Description: 1Petro Monitoring Category: 5Tank ID: Automatic tank gauging - USTsMonitoring Description: LPetro Monitoring Category: 5Tank ID: Monitor dbl wall pipe spaceMonitoring Description: KPetro Monitoring Category: 6Tank ID: Electronic line leak detectorMonitoring Description: GPetro Monitoring Category: 6Tank ID: Monitor dbl wall tank spaceMonitoring Description: FPetro Monitoring Category: 6Tank ID: Monitor dbl wall pipe spaceMonitoring Description: MOBIL-WINTER SPRINGS #731 (Continued) U004130541 TC7123398.2s Page 33 2336 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation PO BOX 1110RP Address1: AUTOMATED PETROLEUM & ENERGY CO INC (APEC)RP Name: 10/28/2013RP Begin Date: ACCOUNT OWNERPrimary RP Role: 922Related Party ID: Not reportedAddr Changed: Not reportedName Changed: Not reportedPhone: Not reportedOperator: 4871Rank: 30Score When Ranked: 2008-02-29 00:00:00Score Effective Date: A - Retail StationFacility Type: OPENFacility Status: DPHOMethod: Not reportedDatum: 46Priority Score: STORAGE TANKSProgram Area: CDOffice/ District: 43.85Long SS: 15Long MM: 81Long DD: 45.59Lat SS: 41Lat MM: 28Lat DD: 9045623Program Site Id: WINTER SPRINGS, FL 32708City,State,Zip: 1205 E STATE ROAD 434Address: MOBIL-WINTER SPRINGS #731Name: DWM CONTAM: 28 41 / 81 15Latitude/Longitude (deg/min/sec): Not reportedComments: DPHOVerified Coordinate Method ID Code: HARNDC4 Datum ID Code: DPHOCMC2 Coordinate Method ID Code: STCMSource Database Name Code: Digital Aerial Photography With Ground ControlVerified Coordinate Method Id: 06/09/2005Verification Date: DEPARTMENT OF ENVIRONMENTAL PRVerifier Affiliation: WOEBER_AVerifier Username: Not reportedInterpolation Scale: 1010Map Source Scale: 1994 doqsMap Source: CONTRACTORCollect Affiliation: 07/23/2003Collect Date: PERRY_JF59Collect Username: REVIEWEDVSC1 Verification Status: High Accuracy Reference NetworkDC4 Datum Id: Digital Aerial Photography With Ground ControlCMC2 Coordinate Method Id: 4Calc Coordinates Accuracy Level Id: EXACTPC2 Proximity Id: FACILOIC Object Of Interest Id: Not reportedPhysical Address Line 2: CDOC3 Office Id: 08/22/2022Data Load Date: ACTIVERSC2 Remediation Status Key: MOBIL-WINTER SPRINGS #731 (Continued) U004130541 TC7123398.2s Page 34 2337 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 1205 E STATE ROAD 434Address: MOBIL-WINTER SPRINGS #731Name: 8136814279Resp Party Phone: BILL MCKNIGHT | RICK HERWEHContact: Brandon, FL 33509Owner City,St,Zip: ATTN: STORAGE TANK REGISOwner Address2: PO BOX 1110Owner Address: AUTOMATED PETROLEUM & ENERGY CO INC (APEC)Onwer Name: 922Owner ID: 04/30/2012Expire Date: 04/30/2011Effective Date: ILLINOIS UNIONInsurance Company: INSURANCEFinaincial Responsibility: PDEP CO: Retail StationType Description: AFacility Type: OPENFacility Status: 8136814279Facility Phone: 9045623Facility ID: 3Region: WINTER SPRINGS, FL 32708City,State,Zip: 1205 E STATE ROAD 434Address: MOBIL-WINTER SPRINGS #731Name: 8136814279Resp Party Phone: BILL MCKNIGHT | RICK HERWEHContact: Brandon, FL 33509Owner City,St,Zip: ATTN: STORAGE TANK REGISOwner Address2: PO BOX 1110Owner Address: AUTOMATED PETROLEUM & ENERGY CO INC (APEC)Onwer Name: 922Owner ID: 04/29/2011Expire Date: 04/30/2010Effective Date: ANCON INSURANCE CO INCInsurance Company: INSURANCEFinaincial Responsibility: PDEP CO: Retail StationType Description: AFacility Type: OPENFacility Status: 8136814279Facility Phone: 9045623Facility ID: 3Region: WINTER SPRINGS, FL 32708City,State,Zip: 1205 E STATE ROAD 434Address: MOBIL-WINTER SPRINGS #731Name: FL Financial Assurance 3: PRESS_DMSite Manager: 211RP Extension: (813)681-4279RP Phone: BILL MCKNIGHT | RICK HERWEHContact: 1110RP Zip4: 33509RP Zip5: FLRP State: BRANDONRP City: ATTN: STORAGE TANK REGISRP Address2: MOBIL-WINTER SPRINGS #731 (Continued) U004130541 TC7123398.2s Page 35 2338 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 922Owner ID: 12/31/2015Expire Date: 12/31/2014Effective Date: LIBERTY SURPLUS INSURANCE CORPInsurance Company: INSURANCEFinaincial Responsibility: PDEP CO: Retail StationType Description: AFacility Type: OPENFacility Status: 8136814279Facility Phone: 9045623Facility ID: 3Region: WINTER SPRINGS, FL 32708City,State,Zip: 1205 E STATE ROAD 434Address: MOBIL-WINTER SPRINGS #731Name: 8136814279Resp Party Phone: BILL MCKNIGHT | RICK HERWEHContact: Brandon, FL 33509Owner City,St,Zip: ATTN: STORAGE TANK REGISOwner Address2: PO BOX 1110Owner Address: AUTOMATED PETROLEUM & ENERGY CO INC (APEC)Onwer Name: 922Owner ID: 12/31/2014Expire Date: 12/31/2013Effective Date: LIBERTY SURPLUS INSURANCE CORPInsurance Company: INSURANCEFinaincial Responsibility: PDEP CO: Retail StationType Description: AFacility Type: OPENFacility Status: 8136814279Facility Phone: 9045623Facility ID: 3Region: WINTER SPRINGS, FL 32708City,State,Zip: 1205 E STATE ROAD 434Address: MOBIL-WINTER SPRINGS #731Name: 8136814279Resp Party Phone: BILL MCKNIGHT | RICK HERWEHContact: Brandon, FL 33509Owner City,St,Zip: ATTN: STORAGE TANK REGISOwner Address2: PO BOX 1110Owner Address: AUTOMATED PETROLEUM & ENERGY CO INC (APEC)Onwer Name: 922Owner ID: 12/18/2013Expire Date: 12/18/2012Effective Date: IRONSHORE SPECIALTY INSURANCE COInsurance Company: INSURANCEFinaincial Responsibility: PDEP CO: Retail StationType Description: AFacility Type: OPENFacility Status: 8136814279Facility Phone: 9045623Facility ID: 3Region: WINTER SPRINGS, FL 32708City,State,Zip: MOBIL-WINTER SPRINGS #731 (Continued) U004130541 TC7123398.2s Page 36 2339 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 8136814279Facility Phone: 9045623Facility ID: 3Region: WINTER SPRINGS, FL 32708City,State,Zip: 1205 E STATE ROAD 434Address: MOBIL-WINTER SPRINGS #731Name: 8136814279Resp Party Phone: BILL MCKNIGHT | RICK HERWEHContact: Brandon, FL 33509Owner City,St,Zip: ATTN: STORAGE TANK REGISOwner Address2: PO BOX 1110Owner Address: AUTOMATED PETROLEUM & ENERGY CO INC (APEC)Onwer Name: 922Owner ID: 12/31/2017Expire Date: 01/01/2017Effective Date: NAUTILUS INSURANCE COMPANYInsurance Company: INSURANCEFinaincial Responsibility: PDEP CO: Retail StationType Description: AFacility Type: OPENFacility Status: 8136814279Facility Phone: 9045623Facility ID: 3Region: WINTER SPRINGS, FL 32708City,State,Zip: 1205 E STATE ROAD 434Address: MOBIL-WINTER SPRINGS #731Name: 8136814279Resp Party Phone: BILL MCKNIGHT | RICK HERWEHContact: Brandon, FL 33509Owner City,St,Zip: ATTN: STORAGE TANK REGISOwner Address2: PO BOX 1110Owner Address: AUTOMATED PETROLEUM & ENERGY CO INC (APEC)Onwer Name: 922Owner ID: 12/31/2016Expire Date: 12/31/2015Effective Date: LIBERTY SURPLUS INSURANCE CORPInsurance Company: INSURANCEFinaincial Responsibility: PDEP CO: Retail StationType Description: AFacility Type: OPENFacility Status: 8136814279Facility Phone: 9045623Facility ID: 3Region: WINTER SPRINGS, FL 32708City,State,Zip: 1205 E STATE ROAD 434Address: MOBIL-WINTER SPRINGS #731Name: 8136814279Resp Party Phone: BILL MCKNIGHT | RICK HERWEHContact: Brandon, FL 33509Owner City,St,Zip: ATTN: STORAGE TANK REGISOwner Address2: PO BOX 1110Owner Address: AUTOMATED PETROLEUM & ENERGY CO INC (APEC)Onwer Name: MOBIL-WINTER SPRINGS #731 (Continued) U004130541 TC7123398.2s Page 37 2340 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Brandon, FL 33509Owner City,St,Zip: ATTN: STORAGE TANK REGISOwner Address2: PO BOX 1110Owner Address: AUTOMATED PETROLEUM & ENERGY CO INC (APEC)Onwer Name: 922Owner ID: 01/31/2021Expire Date: 01/31/2020Effective Date: Not reportedInsurance Company: LETTER OF CREDITFinaincial Responsibility: PDEP CO: Retail StationType Description: AFacility Type: OPENFacility Status: 8136814279Facility Phone: 9045623Facility ID: 3Region: WINTER SPRINGS, FL 32708City,State,Zip: 1205 E STATE ROAD 434Address: MOBIL-WINTER SPRINGS #731Name: 8136814279Resp Party Phone: BILL MCKNIGHT | RICK HERWEHContact: Brandon, FL 33509Owner City,St,Zip: ATTN: STORAGE TANK REGISOwner Address2: PO BOX 1110Owner Address: AUTOMATED PETROLEUM & ENERGY CO INC (APEC)Onwer Name: 922Owner ID: 01/31/2020Expire Date: 01/31/2019Effective Date: Not reportedInsurance Company: LETTER OF CREDITFinaincial Responsibility: PDEP CO: Retail StationType Description: AFacility Type: OPENFacility Status: 8136814279Facility Phone: 9045623Facility ID: 3Region: WINTER SPRINGS, FL 32708City,State,Zip: 1205 E STATE ROAD 434Address: MOBIL-WINTER SPRINGS #731Name: 8136814279Resp Party Phone: BILL MCKNIGHT | RICK HERWEHContact: Brandon, FL 33509Owner City,St,Zip: ATTN: STORAGE TANK REGISOwner Address2: PO BOX 1110Owner Address: AUTOMATED PETROLEUM & ENERGY CO INC (APEC)Onwer Name: 922Owner ID: 12/31/2018Expire Date: 12/31/2017Effective Date: SCOTTSDALEInsurance Company: INSURANCEFinaincial Responsibility: PDEP CO: Retail StationType Description: AFacility Type: OPENFacility Status: MOBIL-WINTER SPRINGS #731 (Continued) U004130541 TC7123398.2s Page 38 2341 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation PDEP CO: Retail StationType Description: AFacility Type: OPENFacility Status: 8136814279Facility Phone: 9045623Facility ID: 3Region: WINTER SPRINGS, FL 32708City,State,Zip: 1205 E STATE ROAD 434Address: MOBIL-WINTER SPRINGS #731Name: 8136814279Resp Party Phone: BILL MCKNIGHT | RICK HERWEHContact: Brandon, FL 33509Owner City,St,Zip: ATTN: STORAGE TANK REGISOwner Address2: PO BOX 1110Owner Address: AUTOMATED PETROLEUM & ENERGY CO INC (APEC)Onwer Name: 922Owner ID: 05/31/2019Expire Date: 05/31/2018Effective Date: Not reportedInsurance Company: LETTER OF CREDITFinaincial Responsibility: PDEP CO: Retail StationType Description: AFacility Type: OPENFacility Status: 8136814279Facility Phone: 9045623Facility ID: 3Region: WINTER SPRINGS, FL 32708City,State,Zip: 1205 E STATE ROAD 434Address: MOBIL-WINTER SPRINGS #731Name: 8136814279Resp Party Phone: BILL MCKNIGHT | RICK HERWEHContact: Brandon, FL 33509Owner City,St,Zip: ATTN: STORAGE TANK REGISOwner Address2: PO BOX 1110Owner Address: AUTOMATED PETROLEUM & ENERGY CO INC (APEC)Onwer Name: 922Owner ID: 01/31/2022Expire Date: 01/31/2021Effective Date: Not reportedInsurance Company: LETTER OF CREDITFinaincial Responsibility: PDEP CO: Retail StationType Description: AFacility Type: OPENFacility Status: 8136814279Facility Phone: 9045623Facility ID: 3Region: WINTER SPRINGS, FL 32708City,State,Zip: 1205 E STATE ROAD 434Address: MOBIL-WINTER SPRINGS #731Name: 8136814279Resp Party Phone: BILL MCKNIGHT | RICK HERWEHContact: MOBIL-WINTER SPRINGS #731 (Continued) U004130541 TC7123398.2s Page 39 2342 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 8136814279Resp Party Phone: BILL MCKNIGHT | RICK HERWEHContact: Brandon, FL 33509Owner City,St,Zip: ATTN: STORAGE TANK REGISOwner Address2: PO BOX 1110Owner Address: AUTOMATED PETROLEUM & ENERGY CO INC (APEC)Onwer Name: 922Owner ID: 04/30/2010Expire Date: 05/01/2009Effective Date: Not reportedInsurance Company: SELF-INSURANCE - LETTER FROM CHIEF FINANCIAL OFFICFinaincial Responsibility: PDEP CO: Retail StationType Description: AFacility Type: OPENFacility Status: 8136814279Facility Phone: 9045623Facility ID: 3Region: WINTER SPRINGS, FL 32708City,State,Zip: 1205 E STATE ROAD 434Address: MOBIL-WINTER SPRINGS #731Name: 8136814279Resp Party Phone: BILL MCKNIGHT | RICK HERWEHContact: Brandon, FL 33509Owner City,St,Zip: ATTN: STORAGE TANK REGISOwner Address2: PO BOX 1110Owner Address: AUTOMATED PETROLEUM & ENERGY CO INC (APEC)Onwer Name: 922Owner ID: 04/30/2009Expire Date: 05/01/2008Effective Date: Not reportedInsurance Company: SELF-INSURANCE - LETTER FROM CHIEF FINANCIAL OFFICFinaincial Responsibility: MOBIL-WINTER SPRINGS #731 (Continued) U004130541 Not reportedBiennial Report Cycle: Not reportedNon-Notifier: Not a generator, verifiedFederal Waste Generator Description: PrivateLand Type: 04EPA Region: Not reportedContact Title: Not reportedContact Email: Not reportedContact Fax: 305-699-4505Contact Telephone: WINTER SPRINGS, FL 32708-2811Contact City,State,Zip: E STATE ROAD 434Contact Address: WAYNE NORMANContact Name: FLD981748007EPA ID: WINTER SPRINGS, FL 32708-2811Handler City,State,Zip: 1207 E STATE ROAD 434Handler Address: FOREIGN CAR PARTS SERVICEHandler Name: 20121019Date Form Received by Agency: RCRA NonGen / NLR: Site 9 of 10 in cluster A 1 ft. Relative: Higher Actual: 44 ft. < 1/8 ECHOWINTER SPRINGS, FL 32708 FINDS1207 E STATE ROAD 434 FLD981748007 A9 RCRA NonGen / NLRFOREIGN CAR PARTS SERVICE 1000202983 TC7123398.2s Page 40 2343 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedFinancial Assurance Required: NoSignificant Non-Complier With a Compliance Schedule Universe: NoAddressed Significant Non-Complier Universe: NoUnaddressed Significant Non-Complier Universe: NoSignificant Non-Complier Universe: Not reportedFull Enforcement Universe: Not reportedOperating TSDF Universe: N/AGroundwater Controls Indicator: N/AHuman Exposure Controls Indicator: NoInstitutional Control Indicator: NoEnvironmental Control Indicator: No NCAPS rankingCorrective Action Priority Ranking: NoTSDFs Only Subject to CA under Discretionary Auth Universe: NoTSDFs Potentially Subject to CA Under 3004 (u)/(v) Universe: NoNon-TSDFs Where RCRA CA has Been Imposed Universe: NoSubject to Corrective Action Universe: NoCorrective Action Workload Universe: No202 GPRA Corrective Action Baseline: Not reportedClosure Workload Universe: Not reportedPost-Closure Workload Universe: Not reportedPermit Progress Universe: Not reportedPermit Workload Universe: Not reportedPermit Renewals Workload Universe: Not on the Baseline2018 GPRA Renewals Baseline: Not on the Baseline2018 GPRA Permit Baseline: Not reportedTreatment Storage and Disposal Type: NoCommercial TSD Indicator: Not reportedSub-Part K Indicator: NHazardous Secondary Material Indicator: Not reportedFederal Facility Indicator: ---Active Site State-Reg Handler: Not reportedActive Site State-Reg Treatment Storage and Disposal Facility: Not reportedActive Site Converter Treatment storage and Disposal Facility: Not reportedActive Site Fed-Reg Treatment Storage and Disposal Facility: NoFederal Universal Waste: NoUniversal Waste Destination Facility: NoUniversal Waste Indicator: NoOff-Site Waste Receipt: NoUnderground Injection Control: NoSmelting Melting and Refining Furnace Exemption: NoSmall Quantity On-Site Burner Exemption: NoRecycler Activity with Storage: NoTransfer Facility Activity: NoTransporter Activity: NoMixed Waste Generator: NoImporter Activity: NoShort-Term Generator Activity: Not reportedOperator Type: Not reportedOperator Name: PrivateOwner Type: WAYNE NORMANOwner Name: WINTER SPRINGS, FL 32708-2811Mailing City,State,Zip: E STATE ROAD 434Mailing Address: CDState District: FLState District Owner: Not reportedActive Site Indicator: Not reportedAccessibility: FOREIGN CAR PARTS SERVICE (Continued) 1000202983 TC7123398.2s Page 41 2344 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation NoSpent Lead Acid Battery Importer: NoRecognized Trader Exporter: NoRecognized Trader Importer: NoLarge Quantity Handler of Universal Waste: FLState District Owner: Not a generator, verifiedFederal Waste Generator Description: FOREIGN CAR PARTS SERVICEHandler Name: 20121019Receive Date: Historic Generators: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: Not reportedOwner/Operator Telephone: WINTER SPRINGS, FL 32708-2811Owner/Operator City,State,Zip: 1207 E STATE ROAD 434Owner/Operator Address: Not reportedDate Ended Current: 20000925Date Became Current: PrivateLegal Status: WAYNE NORMANOwner/Operator Name: OwnerOwner/Operator Indicator: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: Not reportedOwner/Operator Telephone: WINTER SPRINGS, FL 32708-2811Owner/Operator City,State,Zip: 1207 E STATE ROAD 434Owner/Operator Address: Not reportedDate Ended Current: 20000925Date Became Current: PrivateLegal Status: NORMAN WAYNEOwner/Operator Name: OwnerOwner/Operator Indicator: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: Not reportedOwner/Operator Telephone: WINTER SPRINGS, FL 32708-2811Owner/Operator City,State,Zip: 1207 E STATE ROAD 434Owner/Operator Address: Not reportedDate Ended Current: 20000925Date Became Current: PrivateLegal Status: WAYNE NORMANOwner/Operator Name: OwnerOwner/Operator Indicator: Handler - Owner Operator: NoSub-Part P Indicator: NoManifest Broker: NoRecycler Activity Without Storage: NoExporter of Spent Lead Acid Batteries: NoImporter of Spent Lead Acid Batteries: NoRecognized Trader-Exporter: NoRecognized Trader-Importer: 20130305Handler Date of Last Change: FOREIGN CAR PARTS SERVICE (Continued) 1000202983 TC7123398.2s Page 42 2345 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation WINTER SPRINGS, FL 32708City,State,Zip: 1207 E STATE ROAD 434Address: FOREIGN CAR PARTS SERVICEName: http://echo.epa.gov/detailed-facility-report?fid=110005991579DFR URL: 110005991579Registry ID: 1000202983Envid: ECHO: additional FINDS: detail in the EDR Site Report. Click this hyperlink while viewing on your computer to access affiliation data for the State of Florida. Maintenance (FDM) system maintains entity, environmental interest and Florida Environmental System Today Application (FIESTA) Data corrective action activities required under RCRA. program staff to track the notification, permit, compliance, and and treat, store, or dispose of hazardous waste. RCRAInfo allows RCRA events and activities related to facilities that generate, transport, Conservation and Recovery Act (RCRA) program through the tracking of RCRAInfo is a national information system that supports the Resource Environmental Interest/Information System: Click Here for FRS Facility Detail Report: 110005991579Registry ID: FINDS: No Evaluations FoundEvaluations: Evaluation Action Summary: No Violations FoundViolations: Facility Has Received Notices of Violations: No NAICS Codes FoundNAICS Codes: List of NAICS Codes and Descriptions: Not reportedElectronic Manifest Broker: Not reportedNon Storage Recycler Activity: NoCurrent Record: NoSpent Lead Acid Battery Exporter: NoSpent Lead Acid Battery Importer: NoRecognized Trader Exporter: NoRecognized Trader Importer: NoLarge Quantity Handler of Universal Waste: FLState District Owner: Small Quantity GeneratorFederal Waste Generator Description: FOREIGN CAR PARTS SERVICEHandler Name: 19870114Receive Date: Not reportedElectronic Manifest Broker: Not reportedNon Storage Recycler Activity: YesCurrent Record: NoSpent Lead Acid Battery Exporter: FOREIGN CAR PARTS SERVICE (Continued) 1000202983 TC7123398.2s Page 43 2346 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 5Reported damage: 0Other damage: 0Cleanup cost: 0Pvt/Pub damage: 0Carrier damage: 5Product loss: 0Fatalities: 0Minor injuries: 0Major injuries: 0Number evacuated: 0number of lanes: 999Highway type: FEstimated speed: FalseAccident/Derailment: 282Community: 272Land use: 263Trans. phase: CargoVehicle Type: 110 100Misc. info: FalseR.Q. met: FalseHazardous: UN1203ID Number: 30Hazard Class: SpillageResult: 5.00 GALAmount: GASOLINETrade name: GASOLINECommodity name: 03/02/2002Date: 4Transportation mode: 20General cause: WINTER SPRINGS, FL 32869 1205 STATE ROAD 434 EASTConsignee addess: EXXON MOBIL CHEMICAL COConsignee name: 94895Consignee ID: 793084Shipping paper number: TAFT, FL 32824 9919 SOUTH ORANGE AVENUEShipper address: KINDER MORGANShipper name: 89722Shipper ID: TALLAHASSEE, FL 32304 122 APPLEYARD DRIVECarrier address: MC KENZIE TANK LINES INCCarrier: Not reportedCarrier reporting #: 15472Carrier ID: WINTER SPRINGS, FL 32869 1205 STATE ROAD 434 EAST EXXON MOBIL CHEMICAL CODestination: TAFT, FL 32824 9919 SOUTH ORANGE AVENUEPlace of origin: WINTER SPRINGS, FL 1205 STATE ROAD 434 EASTSite location: 2002030877Report #: HMIRS: Site 10 of 10 in cluster A 1 ft. Relative: Lower Actual: 42 ft. < 1/8 WINTER SPRINGS, FL 1205 STATE ROAD 434 EAST N/A A10 HMIRS 2002033772 TC7123398.2s Page 44 2347 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation WITH ABSORBENT PADS. AREA SPILLING APPROXIMATELY 5 GALLONS ON THE GROUND. DRIVER CLEANED UP UP, DRIVER WAS DROPPING REGULAR GASOLINE, CLAIMED THERE WAS A VAPOR BACK Remarks: 0Shipment code number: 0Number failed code: 0Capacity container code: NO RESPONSEOther contributing cause: NO RESPONSEAffected side: NO RESPONSEContributing failure: NO RESPONSEContributing Object: NO RESPONSEContributing cause: Not reportedExemption #: 05/17/2001Inspection date: Not reportedRegistration #: FLAMLabel: A3A7B417H5Tank serial #: UNKNOWN, XX HEIL COMPANYManuf. name: 14196Manufacture’s ID: Not reportedContainer gauge: 1Number in shipment: 1Number failed: 9500.00 GALContainer capacity: MC307Container type: Inner and Outer Container Information: 0Incident damage: (Continued)2002033772 Not reportedEMail Address2: Not reportedEMail Address1: Not reportedResponsible Authority Phone: Not reportedResponsible Authority City,St,Zip: Not reportedResponsible Authority Address: Not reportedResponsible Authority Name: Not reportedRange: Not reportedTownship: Not reportedSection: PRE-AUTHORIZED (B)Class Status: DISASTER DEBRIS MANAGEMENT SITEClassification: 910Class Type: 28:41:41 / 81:15:35Lat/Long: CDDistrict: 98367Facility ID: CITY OF WINTER SPRINGS, FL 32708City,State,Zip: 1212 E. SR 434Address: 1212 E. SR 434 DEBRIS STAGING AREAName: SWF/LF: 108 ft. 0.020 mi. Relative: Lower Actual: 40 ft. < 1/8 CITY OF WINTER SPRINGS, FL 32708 NE 1212 E. SR 434 N/A 11 SWF/LF1212 E. SR 434 DEBRIS STAGING AREA S109689106 TC7123398.2s Page 45 2348 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Click here for Florida Oculus: Not reportedLand Owner Telephone: Not reportedLand Owner City/State/Zip: Not reportedLand Owner Address: Not reportedLand Owner Name: Not reportedSite Supervisor Telephone: Not reportedSite Supervisor City/State/Zip: Not reportedSite Supervisor Addr: Not reportedSite Supervisor Name: 1212 E. SR 434 DEBRIS STAGING AREA (Continued) S109689106 George HoustonSite Manager: Not reportedRP Extension: Not reportedRP Phone: Not reportedContact: Not reportedRP Zip4: Not reportedRP Zip5: Not reportedRP State: Not reportedRP City: Not reportedRP Address2: Not reportedRP Address1: Not reportedRP Name: Not reportedRP Begin Date: Not reportedPrimary RP Role: Not reportedRelated Party ID: Not reportedAddr Changed: Not reportedName Changed: Not reportedPhone: Not reportedOperator: Not reportedRank: Not reportedScore When Ranked: Not reportedScore Effective Date: Not reportedFacility Type: ClosedFacility Status: DPHOMethod: NAD83Datum: Not reportedPriority Score: RESPONSPARTYProgram Area: CDOffice/ District: 38.2828Long SS: 15Long MM: 81Long DD: 37.4926Lat SS: 41Lat MM: 28Lat DD: ERIC_11188Program Site Id: WINTER SPRINGS,, FLCity,State,Zip: E SR 434Address: SCRIMSHER PARCELName: DWM CONTAM: 272 ft. Site 1 of 2 in cluster B 0.052 mi. Relative: Lower Actual: 34 ft. < 1/8 WINTER SPRINGS,, FL 32708 SE RESP PARTYE SR 434 N/A B12 DWM CONTAMSCRIMSHER PARCEL S118895025 TC7123398.2s Page 46 2349 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation SCRIMSHER PARCELName: Not reportedObjectid: Not reportedDocuments: Not reportedOffsite Contamination Key: Not reportedSite Phase Description: Not reportedSite Manager: Not reportedGIS ALBY: Not reportedGIS ALBX: Not reportedDischarge Date: Not reportedICR Indicator: Not reportedWMD: Not reportedProgram Status: Not reportedProgram Type: Not reportedProgram: Not reportedSource Facility ID: Not reportedSource Facility Name: 28 41 / 81 15Latitude/Longitude (deg/min/sec): Digital Aerial Photography With Ground ControlDecode for V_Method: extend offsite. that contamination above applicable standards or criteria DOES NOT No, the best available evidence (such as completed SAR) demonstratesDecode for Off Site COC: Digital Aerial Photography With Ground ControlDecode for Method: North American Datum of 1983Decode for Datum: Central DistrictDecode for District: 08/24/2016Verification Date: CRVerifying Program Id: Florida Department of Environmental ProtectionVerifier Affiliation: HOUSTON_GVerifier Username: DPHOVerify Method Id: 3Coordinate Accuracy Id: 12000Interpolation Scale: 12000Map Source Scale: IMAGERY_11_13Map Series Used: 08/24/2016Collect Date: CRCollect Program Id: Florida Department of Environmental ProtectionCollect Affiliation: HOUSTON_GCollect Username: EXACTProximity To Object: CAP_RAP SITEObject Of Interest: Not reportedFeature: DPHOMethod ID: NAD83Datum: Not reportedPriority Score: NOffsite Cont Impact: Not reportedContaminants: 08/23/2016Initial Date Received: Not reportedOGC Case Number: HOUSTON_GProject Manager: CLOSEDSite Status: 352812Project Id: 346911Site Id: Central DistrictDistrict: WINTER SPRINGS,, FL 32708City,State,Zip: E SR 434Address: SCRIMSHER PARCELName: RESP PARTY: SCRIMSHER PARCEL (Continued)S118895025 TC7123398.2s Page 47 2350 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 4185Objectid: https://prodenv.dep.state.fl.us/DepNexus/public/electronic-documents/ERIC_11188/gis-facility!searchDocuments: NOCONTAMOffsite Contamination Key: Phase 2 - Full AssessmentSite Phase Description: George HoustonSite Manager: 523807.98999999999GIS ALBY: 667143.17000000004GIS ALBX: Not reportedDischarge Date: NICR Indicator: SJRWMDWMD: COMPLETEProgram Status: RESPONSPARTYProgram Type: Responsible Party CleanupProgram: 138637Source Facility ID: SCRIMISHER PARCELSource Facility Name: 28 41 / 81 15Latitude/Longitude (deg/min/sec): Not reportedDecode for V_Method: Not reportedDecode for Off Site COC: Digital Aerial Photography With Ground ControlDecode for Method: North American Datum of 1983Decode for Datum: Central DistrictDecode for District: Not reportedVerification Date: Not reportedVerifying Program Id: Not reportedVerifier Affiliation: Not reportedVerifier Username: Not reportedVerify Method Id: 3Coordinate Accuracy Id: 12000Interpolation Scale: 12000Map Source Scale: IMAGERY_11_13Map Series Used: Not reportedCollect Date: Not reportedCollect Program Id: Not reportedCollect Affiliation: HOUSTON_GCollect Username: EXACTProximity To Object: CAP_RObject Of Interest: Not reportedFeature: DPHOMethod ID: NAD83Datum: Not reportedPriority Score: Not reportedOffsite Cont Impact: Not reportedContaminants: Not reportedInitial Date Received: Not reportedOGC Case Number: Not reportedProject Manager: CLOSEDSite Status: Not reportedProject Id: ERIC_11188Site Id: Central DistrictDistrict: WINTER SPRINGS,, FL 32708City,State,Zip: E SR 434Address: SCRIMSHER PARCEL (Continued)S118895025 TC7123398.2s Page 48 2351 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation ATTN: STORAGE TANK REGISOwner Address 2: 1126 E SR 434Owner Address: WINTER SPRINGS CITYOwner Name: 24225Owner ID: Owner: Continuous electronic sensingMonitoring Description: 1Petro Monitoring Category: 1Tank ID: Monitor dbl wall tank spaceMonitoring Description: FPetro Monitoring Category: 1Tank ID: Visual inspection of ASTsMonitoring Description: QPetro Monitoring Category: 1Tank ID: Monitoring: Abv, no soil contactPiping Description: APiping Category: 1Tank ID: Approved synthetic materialPiping Description: NPiping Category: 1Tank ID: Piping: PDEP Contractor: TANKVessel Indicator: Emerg Generator DieselContent Description: GSubstance: 8/1/2021Install Date: 08/01/2021Status Date: UTank Status: ABOVEGROUNDTank Location: 631Tank Capacity: 1Tank ID: Tank: Not reportedLatitude/Longitude: Not reportedPositioning Method: STATERegion: PDepco: Fuel user/Non-retailType Description: CFacility Type: OPENFacility Status: 4073271800Facility Phone: WINTER SPRINGS, FL 32708City,State,Zip: 80 MICHAEL BLAKE BLVDAddress: WINTER SPRINGS CITY - LIFT STATIONName: 9818667Facility ID: AST: 274 ft. Site 2 of 2 in cluster B 0.052 mi. Relative: Lower Actual: 36 ft. < 1/8 NPDESWINTER SPRINGS, FL 32708 ESE Financial Assurance80 MICHAEL BLAKE BLVD N/A B13 ASTWINTER SPRINGS CITY - LIFT STATION S125296873 TC7123398.2s Page 49 2352 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation TLSTDistrict Office: and/or monitoring is taking place. reclaimed water or wastewater residual discharge into the environment Active - Existing, permitted facility/site for which effluent,Status: Construction Stormwater GPFacility Type: FLR10SS01Facility ID: WINTER SPRINGS, FLCity,State,Zip: 80 MICHAEL BLAKE BLVDAddress: WINTER SPRINGS RETIREMENT RESIDENCEName: WASTEWATER: 4073271800Resp Party Phone: IAN FLETCHERContact: WINTER SPRINGS, FL 32708Owner City,St,Zip: ATTN: STORAGE TANK REGISOwner Address2: 1126 E SR 434Owner Address: WINTER SPRINGS CITYOnwer Name: 24225Owner ID: 11/09/2022Expire Date: 11/09/2021Effective Date: COMMERCE & INDUSTRY INSURANCE COInsurance Company: INSURANCEFinaincial Responsibility: PDEP CO: Fuel user/Non-retailType Description: CFacility Type: OPENFacility Status: 4073271800Facility Phone: 9818667Facility ID: 3Region: WINTER SPRINGS, FL 32708City,State,Zip: 80 MICHAEL BLAKE BLVDAddress: WINTER SPRINGS CITY - LIFT STATIONName: FL Financial Assurance 3: Double wallConstruction Description: IConstruction Category: 1Tank ID: Spill containment bucketConstruction Description: MConstruction Category: 1Tank ID: Level gauges/alarmsConstruction Description: PConstruction Category: 1Tank ID: SteelConstruction Description: CConstruction Category: 1Tank ID: Construction: 4073271800Owner Phone: IAN FLETCHEROwner Contact: WINTER SPRINGS, FL 32708Owner City,State,Zip: WINTER SPRINGS CITY - LIFT STATION (Continued) S125296873 TC7123398.2s Page 50 2353 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation ActiveDecode For Fstatus: Not reportedTreatment: 36.72Longitude Seconds: 15Longitude Minutes: 81Longitude Degrees: 38.52Latitude Seconds: 41Latitude Minutes: 28Latitude Degrees: Generic PermitDOC Description: 05/16/2024Expiration Date: 05/17/2019Effective Date: 05/17/2019Issue Date: crystal@hallcompanyinc.comEmail: 4073274930Telephone: Winter Springs FL 32708-2651RP City,Stat,Zip: Not reportedRP Address 2: 225 Old Sanford Oviedo RdRP Address: James C. Hall Company Inc.Company Name: James C Hall, PMTEParty Name: Not reportedPermit Capacity: PrivateOwner Type: Not reportedEnvironmental Interest: Not reportedNPDES Permitted Site: WINTER SPRINGS CITY - LIFT STATION (Continued) S125296873 BRENT PUZAK | RAMON INCIONG (386) 916-6267Contact: CMPL - COMPLETEDFacility Cleanup Status: Petroleum Cleanup PCT Facility Score: 2000-08-29 00:00:00Address Update: Not reportedName Update: BRENT PUZAKOperator: 76Score When Ranked: 2013-02-01 00:00:00Score Effective Date: 56Score: 0Datum: DPHOMethod: Not reportedFeature: 30Range: 20Township: 36Section: 28 41 47.7907 / 81 15 47.2791Lat/Long (dms): Central DistrictDistrict: 556Facility Cleanup Rank: (904)327-1217Facility Phone: A - Retail StationFacility Type: CLOSEDFacility Status: 8516641Facility Id: STATERegion: WINTER SPRINGS, FL 32708City,State,Zip: 170 TUSCAWILLA RDAddress: HANDY WAY FOOD STORE #3333Name: LUST: 342 ft. 0.065 mi.Financial Assurance Relative: Higher Actual: 45 ft. < 1/8 DWM CONTAMWINTER SPRINGS, FL 32708 NW UST170 TUSCAWILLA RD N/A 14 LUSTHANDY WAY FOOD STORE #3333 U003334173 TC7123398.2s Page 51 2354 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedRedetermined: Not reportedLetter Of Intent Date: Not reportedElig Status Date: Not reportedEligibility Status: S - SITE REHABILITATION FUNDING AGREEMENTCleanup Program: Not reportedApplication Received Date: Not reportedOther Source Description: Not reportedInformation Source: COMPLETEDCleanup Work Status: 10/2/2013Disch Cleanup Status Date: NFA - NFA COMPLETEDischarge Cleanup Status: R - CLEANUP REQUIREDCleanup Required: Not reportedPct Discharge Combined With: 8/7/2000Discharge Date: 8516641Facility ID: Petroleum Cleanup Program Eligibility: PCLP48 - ORANGE COUNTY ENVIRONMENTAL PROTECTION DIVTank Office: 9/10/2013Site Mgr End Date: PRESS_DMSite Manager: E - ELIGIBLEEligibility Indicator: Not reportedOther Source Description: C - CLOSURE REPORTInformation Source: COMPLETEDCleanup Work Status: 10/2/2013Disch Cleanup Status Date: NFA - NFA COMPLETEDischarge Cleanup Status: R - CLEANUP REQUIREDCleanup Required: Not reportedPCT Discharge Combined: 9/28/1987Discharge Date: PCLP48 - ORANGE COUNTY ENVIRONMENTAL PROTECTION DIVTank Office: 9/10/2013Site Mgr End Date: PRESS_DMSite Manager: E - ELIGIBLEEligibility Indicator: Not reportedOther Source Description: D - DISCHARGE NOTIFICATIONInformation Source: COMPLETEDCleanup Work Status: 10/2/2013Disch Cleanup Status Date: NFA - NFA COMPLETEDischarge Cleanup Status: R - CLEANUP REQUIREDCleanup Required: Not reportedPCT Discharge Combined: 8/7/2000Discharge Date: Discharge Cleanup Summary: 6549RP Extension: 6496RP Zip: 1999-05-03RP Begin Date: ACCOUNT OWNERPrimary RP Role: 10563Related Party ID: 2013-02-01 00:00:00Score Effective Date: 56Score: 32708, 3715Zip: FLState: NBad Address Ind: (919)774-6700Phone: CARY, NC 27511Contact City/State/Zip: 305 GREGSON DRContact Address: THE PANTRY INCContact Company: HANDY WAY FOOD STORE #3333 (Continued) U003334173 TC7123398.2s Page 52 2355 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation R - CLEANUP REQUIREDCleanup Required: Not reportedPct Discharge Combined With: 9/28/1987Discharge Date: Not reportedGallons Discharged: Not reportedPollutant Other Description: B - Unleaded GasPollutant: YesContaminated Ground Water: Not reportedContaminated Surface Water: Not reportedContaminated Soil: Not reportedContaminated Monitoring Well: Not reportedContaminated Drinking Wells: PCLP48 - ORANGE COUNTY ENVIRONTank Office: 9/10/2013Site Mgr End Date: PRESS_DMSite Manager: E - ELIGIBLEElig Indicator: Not reportedOther Source Description: D - DISCHARGE NOTIFICATIONInformation Source: COMPLETEDCleanup Work Status: 10/2/2013Disch Cleanup Status Date: NFA - NFA COMPLETEDischarge Cleanup Status: R - CLEANUP REQUIREDCleanup Required: Not reportedPct Discharge Combined With: 8/7/2000Discharge Date: Contaminated Media: 0Cap Amount: Not reportedCo-Pay Paid To Date: Not reportedCo-Pay Amount: Not reportedDeductible Paid To Date: Not reportedDeductible Amount: PCLP48 - ORANGE COUNTY ENVIRONMENTAL PROTECTION DIVTank Office: 9/10/2013Site Mgr End Date: PRESS_DMSite Manager: Not reportedInspection Date: Not reportedRedetermined: Not reportedLetter Of Intent Date: Not reportedElig Status Date: Not reportedEligibility Status: E - EARLY DETECTION INCENTIVECleanup Program: Not reportedApplication Received Date: Not reportedOther Source Description: Not reportedInformation Source: COMPLETEDCleanup Work Status: 10/2/2013Disch Cleanup Status Date: NFA - NFA COMPLETEDischarge Cleanup Status: R - CLEANUP REQUIREDCleanup Required: Not reportedPct Discharge Combined With: 9/28/1987Discharge Date: 8516641Facility ID: 0Cap Amount: Not reportedCo-Pay Paid To Date: Not reportedCo-Pay Amount: Not reportedDeductible Paid To Date: Not reportedDeductible Amount: PCLP48 - ORANGE COUNTY ENVIRONMENTAL PROTECTION DIVTank Office: 9/10/2013Site Mgr End Date: PRESS_DMSite Manager: Not reportedInspection Date: HANDY WAY FOOD STORE #3333 (Continued) U003334173 TC7123398.2s Page 53 2356 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedSR Alternate Procedure Comments: Not reportedSR Alternate Procedure Status Date: Not reportedSR Alternate Procedure Status: Not reportedSR Alternate Proc Received Date: Not reportedSR Other Treatment: Not reportedSR Soil Treatment: Not reportedSR Soil Tonnage Removed: Not reportedSR Free Product Removal: Not reportedSR Soil Removal: Not reportedSR Written Date: Not reportedSR Oral Date: Not reportedSR Payment Date: Not reportedSR Completion Date: Not reportedSR Actual Cost: -SR Funding Eligibility Type: -SR Cleanup Responsible: Not reportedSR Task ID: PCLP48 - Orange CountyTank Office: 09-10-2013Site Mgr End Date: PRESS_DMSite Mgr: COMPLETEDCleanup Work Status: Not reportedSRC Comment: 10-02-2013SRC Issue Date: A - APPROVEDSRC Completion Status: 07-10-2013SRC Review Date: 06-19-2013SRC Submit Date: NFA - NO FURTHER ACTIONSRC Action Type: 10-02-2013Disch Cleanup Status Date: NFA - NFA COMPLETEDischarge Cleanup Status: R - CLEANUP REQUIREDCleanup Required: 08-07-2000Discharge Date: 07-10-2013Source Effective Date: ECleanup Eligibility Status: 59County ID: SEMINOLECounty: A - Retail Station -Facility Type: CLOSEDFacility Status: 8516641Facility ID: CDDistrict: Task Information: Not reportedGallons Discharged: Not reportedPollutant Other Description: A - Leaded GasPollutant: YesContaminated Ground Water: NoContaminated Surface Water: YesContaminated Soil: NoContaminated Monitoring Well: 0Contaminated Drinking Wells: PCLP48 - ORANGE COUNTY ENVIRONTank Office: 9/10/2013Site Mgr End Date: PRESS_DMSite Manager: E - ELIGIBLEElig Indicator: Not reportedOther Source Description: C - CLOSURE REPORTInformation Source: COMPLETEDCleanup Work Status: 10/2/2013Disch Cleanup Status Date: NFA - NFA COMPLETEDischarge Cleanup Status: HANDY WAY FOOD STORE #3333 (Continued) U003334173 TC7123398.2s Page 54 2357 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedSR Alternate Procedure Comments: Not reportedSR Alternate Procedure Status Date: Not reportedSR Alternate Procedure Status: Not reportedSR Alternate Proc Received Date: Not reportedSR Other Treatment: YSR Soil Treatment: Not reportedSR Soil Tonnage Removed: Not reportedSR Free Product Removal: YSR Soil Removal: Not reportedSR Written Date: Not reportedSR Oral Date: Not reportedSR Payment Date: Not reportedSR Completion Date: Not reportedSR Actual Cost: -SR Funding Eligibility Type: RP - RESPONSIBLE PARTYSR Cleanup Responsible: 23271SR Task ID: PCLP48 - Orange CountyTank Office: 09-10-2013Site Mgr End Date: PRESS_DMSite Mgr: COMPLETEDCleanup Work Status: Not reportedSRC Comment: 10-02-2013SRC Issue Date: A - APPROVEDSRC Completion Status: 07-10-2013SRC Review Date: 06-19-2013SRC Submit Date: NFA - NO FURTHER ACTIONSRC Action Type: 10-02-2013Disch Cleanup Status Date: NFA - NFA COMPLETEDischarge Cleanup Status: R - CLEANUP REQUIREDCleanup Required: 09-28-1987Discharge Date: 07-10-2013Source Effective Date: ECleanup Eligibility Status: 59County ID: SEMINOLECounty: A - Retail Station -Facility Type: CLOSEDFacility Status: 8516641Facility ID: CDDistrict: Not reportedRA Actual Cost: 0RA Years to Complete: -RA Funding Eligibility Type: ST - STATERA Cleanup Responsible: 90612RA Task ID: Not reportedRAP Last Order Approved: Not reportedRAP Payment Date: Not reportedRAP Completion Date: Not reportedRAP Actual Cost: -RAP Funding Eligibility Type: -RAP Cleanup Responsible ID: Not reportedRAP Task ID: Not reportedSA Payment Date: Not reportedSA Completion Date: Not reportedSA Actual Cost: -SA Funding Eligibility Type: -SA Cleanup Responsible: 91160SA Task ID: HANDY WAY FOOD STORE #3333 (Continued) U003334173 TC7123398.2s Page 55 2358 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 2Tank ID: 9197746700Owner Phone: BRENT PUZAK | RAMON INCIONG (386) 916-6267Owner Contact: CARY, NC 27511Owner City,State,Zip: ATTN: STORAGE TANK REGISOwner Address 2: 305 GREGSON DROwner Address: THE PANTRY INCOwner Name: 10563Owner ID: Owner: PDEP Contractor: TANKVessel Indicator: Unleaded GasContent Description: BSubstance: 5/1/1982Install Date: 03/27/1995Status Date: BTank Status: UNDERGROUNDTank Location: 10000Tank Capacity: 1Tank ID: UST: 28 41 47.9799999 / 81 15 47.0200000Latitude/Longitude: DPHOPositioning Method: STATERegion: PDepco: Retail StationType Description: AFacility Type: CLOSEDFacility Status: 9043271217Facility Phone: WINTER SPRINGS, FL 32708City,State,Zip: 170 TUSCAWILLA RDAddress: HANDY WAY FOOD STORE #3333Name: 8516641Facility ID: UST: Click here for Florida Oculus: Not reportedRA Actual Cost: 0RA Years to Complete: -RA Funding Eligibility Type: ST - STATERA Cleanup Responsible: 23274RA Task ID: Not reportedRAP Last Order Approved: Not reportedRAP Payment Date: Not reportedRAP Completion Date: Not reportedRAP Actual Cost: -RAP Funding Eligibility Type: RP - RESPONSIBLE PARTYRAP Cleanup Responsible ID: 23273RAP Task ID: Not reportedSA Payment Date: 01-17-1997SA Completion Date: Not reportedSA Actual Cost: -SA Funding Eligibility Type: RP - RESPONSIBLE PARTYSA Cleanup Responsible: 23272SA Task ID: HANDY WAY FOOD STORE #3333 (Continued) U003334173 TC7123398.2s Page 56 2359 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation BRENT PUZAK | RAMON INCIONG (386) 916-6267Owner Contact: CARY, NC 27511Owner City,State,Zip: ATTN: STORAGE TANK REGISOwner Address 2: 305 GREGSON DROwner Address: THE PANTRY INCOwner Name: 10563Owner ID: Owner: PDEP Contractor: TANKVessel Indicator: Unleaded GasContent Description: BSubstance: 4/1/1995Install Date: 07/01/2000Status Date: BTank Status: UNDERGROUNDTank Location: 10000Tank Capacity: 5Tank ID: 9197746700Owner Phone: BRENT PUZAK | RAMON INCIONG (386) 916-6267Owner Contact: CARY, NC 27511Owner City,State,Zip: ATTN: STORAGE TANK REGISOwner Address 2: 305 GREGSON DROwner Address: THE PANTRY INCOwner Name: 10563Owner ID: Owner: PDEP Contractor: TANKVessel Indicator: Unleaded GasContent Description: BSubstance: 5/1/1982Install Date: 03/27/1995Status Date: BTank Status: UNDERGROUNDTank Location: 10000Tank Capacity: 4Tank ID: 9197746700Owner Phone: BRENT PUZAK | RAMON INCIONG (386) 916-6267Owner Contact: CARY, NC 27511Owner City,State,Zip: ATTN: STORAGE TANK REGISOwner Address 2: 305 GREGSON DROwner Address: THE PANTRY INCOwner Name: 10563Owner ID: Owner: PDEP Contractor: TANKVessel Indicator: Unleaded GasContent Description: BSubstance: 5/1/1982Install Date: 03/27/1995Status Date: BTank Status: UNDERGROUNDTank Location: 10000Tank Capacity: HANDY WAY FOOD STORE #3333 (Continued) U003334173 TC7123398.2s Page 57 2360 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedRP City: Not reportedRP Address2: Not reportedRP Address1: Not reportedRP Name: Not reportedRP Begin Date: Not reportedPrimary RP Role: Not reportedRelated Party ID: Not reportedAddr Changed: Not reportedName Changed: Not reportedPhone: Not reportedOperator: Not reportedRank: Not reportedScore When Ranked: Not reportedScore Effective Date: Not reportedFacility Type: CLOSEDFacility Status: DPHOMethod: Not reportedDatum: 56Priority Score: STORAGE TANKSProgram Area: CDOffice/ District: 47.02Long SS: 15Long MM: 81Long DD: 47.98Lat SS: 41Lat MM: 28Lat DD: 8516641Program Site Id: WINTER SPRINGS, FLCity,State,Zip: 170 TUSCAWILLA RDAddress: HANDY WAY FOOD STORE #3333Name: DWM CONTAM: 9197746700Owner Phone: BRENT PUZAK | RAMON INCIONG (386) 916-6267Owner Contact: CARY, NC 27511Owner City,State,Zip: ATTN: STORAGE TANK REGISOwner Address 2: 305 GREGSON DROwner Address: THE PANTRY INCOwner Name: 10563Owner ID: Owner: PDEP Contractor: TANKVessel Indicator: Unleaded GasContent Description: BSubstance: 4/1/1995Install Date: 07/01/2000Status Date: BTank Status: UNDERGROUNDTank Location: 12000Tank Capacity: 3Tank ID: 9197746700Owner Phone: HANDY WAY FOOD STORE #3333 (Continued) U003334173 TC7123398.2s Page 58 2361 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Retail StationType Description: AFacility Type: CLOSEDFacility Status: 9043271217Facility Phone: 8516641Facility ID: 3Region: WINTER SPRINGS, FL 32708City,State,Zip: 170 TUSCAWILLA RDAddress: HANDY WAY FOOD STORE #3333Name: FL Financial Assurance 3: Not reportedSite Manager: Not reportedRP Extension: Not reportedRP Phone: Not reportedContact: Not reportedRP Zip4: Not reportedRP Zip5: Not reportedRP State: Not reportedRP City: Not reportedRP Address2: Not reportedRP Address1: Not reportedRP Name: Not reportedRP Begin Date: Not reportedPrimary RP Role: Not reportedRelated Party ID: Not reportedAddr Changed: Not reportedName Changed: Not reportedPhone: Not reportedOperator: Not reportedRank: Not reportedScore When Ranked: Not reportedScore Effective Date: Not reportedFacility Type: CLOSEDFacility Status: DPHOMethod: Not reportedDatum: 56Priority Score: STORAGE TANKSProgram Area: CDOffice/ District: 47.02Long SS: 15Long MM: 81Long DD: 47.98Lat SS: 41Lat MM: 28Lat DD: 8516641Program Site Id: WINTER SPRINGS, FLCity,State,Zip: 170 TUSCAWILLA RDAddress: HANDY WAY FOOD STORE #3333Name: Not reportedSite Manager: Not reportedRP Extension: Not reportedRP Phone: Not reportedContact: Not reportedRP Zip4: Not reportedRP Zip5: Not reportedRP State: HANDY WAY FOOD STORE #3333 (Continued) U003334173 TC7123398.2s Page 59 2362 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 9197746700Resp Party Phone: BRENT PUZAK | RAMON INCIONG (386) 916-6267Contact: CARY, NC 27511Owner City,St,Zip: ATTN: STORAGE TANK REGISOwner Address2: 305 GREGSON DROwner Address: THE PANTRY INCOnwer Name: 10563Owner ID: Not reportedExpire Date: Not reportedEffective Date: Not reportedInsurance Company: SELF-INSURANCE - LETTER FROM CHIEF FINANCIAL OFFICFinaincial Responsibility: PDEP CO: Retail StationType Description: AFacility Type: CLOSEDFacility Status: 9043271217Facility Phone: 8516641Facility ID: 3Region: WINTER SPRINGS, FL 32708City,State,Zip: 170 TUSCAWILLA RDAddress: HANDY WAY FOOD STORE #3333Name: 9197746700Resp Party Phone: BRENT PUZAK | RAMON INCIONG (386) 916-6267Contact: CARY, NC 27511Owner City,St,Zip: ATTN: STORAGE TANK REGISOwner Address2: 305 GREGSON DROwner Address: THE PANTRY INCOnwer Name: 10563Owner ID: 04/09/1991Expire Date: 04/09/1990Effective Date: FPLIPAInsurance Company: INSURANCEFinaincial Responsibility: PDEP CO: HANDY WAY FOOD STORE #3333 (Continued) U003334173 XNon-Notifier: Not a generator, verifiedFederal Waste Generator Description: PrivateLand Type: 04EPA Region: OWNER SECContact Title: Not reportedContact Email: Not reportedContact Fax: 407-365-5661Contact Telephone: WINTER SPRINGS, FL 32708-3710Contact City,State,Zip: TUSKAWILLA RDContact Address: ROBBIE ONDICKContact Name: FLR000057604EPA ID: WINTER SPRINGS, FL 32708-3710Handler City,State,Zip: 315 TUSKAWILLA RDHandler Address: HI FLAVOR MEATSHandler Name: 20110615Date Form Received by Agency: RCRA NonGen / NLR: 746 ft. 0.141 mi. Relative: Lower Actual: 40 ft. 1/8-1/4 ECHOWINTER SPRINGS, FL 32708 SSW FINDS315 TUSKAWILLA RD FLR000057604 15 RCRA NonGen / NLRHI FLAVOR MEATS 1001487207 TC7123398.2s Page 60 2363 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation NoSignificant Non-Complier With a Compliance Schedule Universe: NoAddressed Significant Non-Complier Universe: NoUnaddressed Significant Non-Complier Universe: NoSignificant Non-Complier Universe: Not reportedFull Enforcement Universe: Not reportedOperating TSDF Universe: N/AGroundwater Controls Indicator: N/AHuman Exposure Controls Indicator: NoInstitutional Control Indicator: NoEnvironmental Control Indicator: No NCAPS rankingCorrective Action Priority Ranking: NoTSDFs Only Subject to CA under Discretionary Auth Universe: NoTSDFs Potentially Subject to CA Under 3004 (u)/(v) Universe: NoNon-TSDFs Where RCRA CA has Been Imposed Universe: NoSubject to Corrective Action Universe: NoCorrective Action Workload Universe: No202 GPRA Corrective Action Baseline: Not reportedClosure Workload Universe: Not reportedPost-Closure Workload Universe: Not reportedPermit Progress Universe: Not reportedPermit Workload Universe: Not reportedPermit Renewals Workload Universe: Not on the Baseline2018 GPRA Renewals Baseline: Not on the Baseline2018 GPRA Permit Baseline: Not reportedTreatment Storage and Disposal Type: NoCommercial TSD Indicator: Not reportedSub-Part K Indicator: NHazardous Secondary Material Indicator: Not reportedFederal Facility Indicator: ---Active Site State-Reg Handler: Not reportedActive Site State-Reg Treatment Storage and Disposal Facility: Not reportedActive Site Converter Treatment storage and Disposal Facility: Not reportedActive Site Fed-Reg Treatment Storage and Disposal Facility: NoFederal Universal Waste: NoUniversal Waste Destination Facility: NoUniversal Waste Indicator: NoOff-Site Waste Receipt: NoUnderground Injection Control: NoSmelting Melting and Refining Furnace Exemption: NoSmall Quantity On-Site Burner Exemption: NoRecycler Activity with Storage: NoTransfer Facility Activity: NoTransporter Activity: NoMixed Waste Generator: NoImporter Activity: NoShort-Term Generator Activity: PrivateOperator Type: HI FLAVOR MEATSOperator Name: PrivateOwner Type: ONDICKOwner Name: WINTER SPRINGS, FL 32708-3710Mailing City,State,Zip: TUSKAWILLA RDMailing Address: CDState District: FLState District Owner: Not reportedActive Site Indicator: Not reportedAccessibility: Not reportedBiennial Report Cycle: HI FLAVOR MEATS (Continued)1001487207 TC7123398.2s Page 61 2364 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedOwner/Operator Telephone Ext: Not reportedOwner/Operator Telephone: WINTER SPRINGS, FL 32708-3710Owner/Operator City,State,Zip: 315 TUSKAWILLA RDOwner/Operator Address: Not reportedDate Ended Current: 19990629Date Became Current: PrivateLegal Status: HI FLAVOR MEATSOwner/Operator Name: OperatorOwner/Operator Indicator: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: Not reportedOwner/Operator Telephone: WINTER SPRINGS, FL 32708Owner/Operator City,State,Zip: 201 TUSKAWILLA RDOwner/Operator Address: 20000218Date Ended Current: 20000217Date Became Current: PrivateLegal Status: ONDICKOwner/Operator Name: OwnerOwner/Operator Indicator: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: Not reportedOwner/Operator Telephone: WINTER SPRINGS, FL 32708-3710Owner/Operator City,State,Zip: 315 TUSKAWILLA RDOwner/Operator Address: Not reportedDate Ended Current: 19990629Date Became Current: PrivateLegal Status: HI FLAVOR MEATSOwner/Operator Name: OperatorOwner/Operator Indicator: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: Not reportedOwner/Operator Telephone: WINTER SPRINGS, FL 32708Owner/Operator City,State,Zip: 315 TUSKAWILLA RDOwner/Operator Address: Not reportedDate Ended Current: 20000217Date Became Current: PrivateLegal Status: HI FLAVOR MEATS INCOwner/Operator Name: OwnerOwner/Operator Indicator: Handler - Owner Operator: NoSub-Part P Indicator: NoManifest Broker: NoRecycler Activity Without Storage: NoExporter of Spent Lead Acid Batteries: NoImporter of Spent Lead Acid Batteries: NoRecognized Trader-Exporter: NoRecognized Trader-Importer: 20151230Handler Date of Last Change: Not reportedFinancial Assurance Required: HI FLAVOR MEATS (Continued)1001487207 TC7123398.2s Page 62 2365 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 311612NAICS Code: List of NAICS Codes and Descriptions: Not reportedElectronic Manifest Broker: Not reportedNon Storage Recycler Activity: NoCurrent Record: NoSpent Lead Acid Battery Exporter: NoSpent Lead Acid Battery Importer: NoRecognized Trader Exporter: NoRecognized Trader Importer: NoLarge Quantity Handler of Universal Waste: FLState District Owner: Conditionally Exempt Small Quantity GeneratorFederal Waste Generator Description: HI FLAVOR MEATSHandler Name: 20000217Receive Date: Not reportedElectronic Manifest Broker: Not reportedNon Storage Recycler Activity: YesCurrent Record: NoSpent Lead Acid Battery Exporter: NoSpent Lead Acid Battery Importer: NoRecognized Trader Exporter: NoRecognized Trader Importer: NoLarge Quantity Handler of Universal Waste: FLState District Owner: Not a generator, verifiedFederal Waste Generator Description: HI FLAVOR MEATSHandler Name: 20110615Receive Date: Historic Generators: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: Not reportedOwner/Operator Telephone: WINTER SPRINGS, FL 32708Owner/Operator City,State,Zip: 201 TUSKAWILLA RDOwner/Operator Address: 20000218Date Ended Current: 20000217Date Became Current: PrivateLegal Status: ONDICKOwner/Operator Name: OwnerOwner/Operator Indicator: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: Not reportedOwner/Operator Telephone: WINTER SPRINGS, FL 32708Owner/Operator City,State,Zip: 315 TUSKAWILLA RDOwner/Operator Address: Not reportedDate Ended Current: 20000217Date Became Current: PrivateLegal Status: HI FLAVOR MEATS INCOwner/Operator Name: OwnerOwner/Operator Indicator: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: HI FLAVOR MEATS (Continued)1001487207 TC7123398.2s Page 63 2366 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation StateEvaluation Responsible Agency: 19990615Evaluation Date: Evaluation Action Summary: Not reportedFinal Amount: Not reportedFinal Count: Not reportedPaid Amount: Not reportedFinal Monetary Amount: Not reportedProposed Amount: Not reportedSEP Type Description: Not reportedSEP Type: Not reportedSEP Defaulted Date: Not reportedSEP Actual Date: Not reportedSEP Scheduled Completion Date: Not reportedSEP Expenditure Amount: Not reportedSEP Sequence Number: Not reportedEnforcement Responsible Sub-Organization: Not reportedEnforcement Responsible Person: Not reportedEnforcement Type: Not reportedConsent/Final Order Lead Agency: Not reportedConsent/Final Order Respondent Name: Not reportedConsent/Final Order Sequence Number: Not reportedDisposition Status Description: Not reportedDisposition Status: Not reportedDisposition Status Date: Not reportedAppeal Resolution Date: Not reportedAppeal Initiated Date: Not reportedCorrective Action Component: Not reportedEnforcement Attorney: Not reportedEnforcement Docket Number: Not reportedEnforcement Responsible Agency: Not reportedDate of Enforcement Action: Not reportedEnforcement Identifier: Not reportedScheduled Compliance Date: Not reportedViolation Responsible Agency: Not reportedReturn to Compliance Qualifier: Not reportedActual Return to Compliance Date: Not reportedDate Violation was Determined: Not reportedViolation Short Description: Not reportedAgency Which Determined Violation: NoFound Violation: Facility Has Received Notices of Violation: MEAT MARKETSNAICS Description: 44521NAICS Code: WHOLESALE TRADE AGENTS AND BROKERSNAICS Description: 42512NAICS Code: BUSINESS TO BUSINESS ELECTRONIC MARKETSNAICS Description: 42511NAICS Code: MEAT AND MEAT PRODUCT MERCHANT WHOLESALERSNAICS Description: 42447NAICS Code: MEAT PROCESSED FROM CARCASSESNAICS Description: HI FLAVOR MEATS (Continued)1001487207 TC7123398.2s Page 64 2367 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation WINTER SPRINGS, FL 32708City,State,Zip: 315 TUSKAWILLA RDAddress: HI FLAVOR MEATSName: http://echo.epa.gov/detailed-facility-report?fid=110005657128DFR URL: 110005657128Registry ID: 1001487207Envid: ECHO: additional FINDS: detail in the EDR Site Report. Click this hyperlink while viewing on your computer to access affiliation data for the State of Florida. Maintenance (FDM) system maintains entity, environmental interest and Florida Environmental System Today Application (FIESTA) Data corrective action activities required under RCRA. program staff to track the notification, permit, compliance, and and treat, store, or dispose of hazardous waste. RCRAInfo allows RCRA events and activities related to facilities that generate, transport, Conservation and Recovery Act (RCRA) program through the tracking of RCRAInfo is a national information system that supports the Resource Environmental Interest/Information System: Click Here for FRS Facility Detail Report: 110005657128Registry ID: FINDS: Not reportedFormer Citation: Not reportedRequest Agency: Not reportedDate Response Received: Not reportedDate of Request: Not reportedScheduled Compliance Date: Not reportedActual Return to Compliance Date: CDEvaluation Responsible Sub-Organization: J PEvaluation Responsible Person Identifier: COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation Type Description: NoFound Violation: HI FLAVOR MEATS (Continued)1001487207 AWAITING CLEANUPRemediation: 6.15871099Acreage: CentralDistrict: 05/03/2019SRCO Date: Former Central Florida Drum FacilityArea Name: BF590702000Area Id: 59County Code: 56Object Id: BF590702001Site Id: WINTER SPRINGS, FL 32708City,State,Zip: 2950 (M-1 ZONING AREA ONLY) AND 2960 RAILROAD AVENUEAddress: FORMER CENTRAL FLORIDA DRUM FACILITYName: BROWNFIELDS: 1018 ft. 0.193 mi. Relative: Lower Actual: 40 ft. 1/8-1/4 WINTER SPRINGS, FL 32708 South ASBESTOS2950 RAILROAD AVE N/A 16 BROWNFIELDS2950 RAILROAD S116348626 TC7123398.2s Page 65 2368 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 0Pipe SF: Not reportedPipe RACM: 0Floor SF: Not reportedFloor RACM: 0Cementitious SF: Not reportedCementitious RACM: 05/31/2016Finish Date: 05/02/2016Start Date: BOYKIN CONSTRUCTIONContractor Name: STANARD PACIFICOwner Name: Not reportedAnnual Notification: Not reportedOrdered Demolition?: 2950 RAILROADSite Name: REVIEWEDNotification Status: DEMOLITIONProject Type: ORIGINALNotification Type: 87482Notification ID: AS11701467Facility ID: WINTER SPRINGS, FL 32708City,State,Zip: 2950 RAILROAD AVEAddress: 2950 RAILROADName: ASBESTOS: -81.2598369Longitude: 28.6896972Latitude: CConditional or Unconditional Closure: ERIC_11104ERIC ID: 05/03/2019Issue Date: 12/27/2007Executed Date: BF590702001Site Id: 6.45Acreage: CentralDistrict: BF590702000Area Id: WINTER SPRINGS, FL 32708City,State,Zip: 2950 (M-1 ZONING AREA ONLY) AND 2960 RAILROAD AVENUEAddress: FORMER CENTRAL FLORIDA DRUM FACILITYName: BSRA: 12/20/2007Datestamp: CLARKE_CUser Name: aka L.D. Plante, Inc.Comment: 01/17/2008Date Verification: DPHOVerification: PAPERMethod: Seminole CountySource: 35.89Long SS: 15Long MM: -81Long DD: 24.12Lat SS: 41Lat MM: 28Lat DD: -81.2598369Longitude: 28.6896972Latitude: 523396.5232Y Coordinate: 667217.022X Coordinate: 12/27/2007BSRA Date: 2950 RAILROAD (Continued)S116348626 TC7123398.2s Page 66 2369 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedDate Receive: Not reportedTransporter Zip: Not reportedTransporter State: Not reportedTransporter City: Not reportedTransporter Address: WWaste Disp Source: 22321Waste Disp ID: YContractor is Transporter: Not reportedTransporter Name: 32703Waste Disposal Zip: FLWaste Disposal State: APOPKAWaste Disposal City: 255 W. KEENE ROADWaste Disposal Address: KEENE ROAD LANDFILL - CLASS IIIWaste Disposal Site: 0Surface Mat SF: Not reportedSurface Mat RACM: 0Roof SF: Not reportedRoof RACM: 0CF RACM: 2950 RAILROAD (Continued)S116348626 IPiping Category: 1Tank ID: Abv, no soil contactPiping Description: APiping Category: 1Tank ID: Piping: PDEP Contractor: TANKVessel Indicator: Emerg Generator DieselContent Description: GSubstance: 11/1/2007Install Date: 11/01/2007Status Date: UTank Status: ABOVEGROUNDTank Location: 1000Tank Capacity: 1Tank ID: Tank: Not reportedLatitude/Longitude: Not reportedPositioning Method: STATERegion: PDepco: Fuel user/Non-retailType Description: CFacility Type: OPENFacility Status: 4073279725Facility Phone: WINTER SPRINGS, FL 32708City,State,Zip: 1160 E SR 434Address: PUBLIX SUPER MARKET #62Name: 9809815Facility ID: AST: 1121 ft. Site 1 of 2 in cluster C 0.212 mi. Relative: Higher Actual: 46 ft. 1/8-1/4 WINTER SPRINGS, FL 32708 NNW 1160 E SR 434 N/A C17 ASTPUBLIX SUPER MARKET #62 A100318088 TC7123398.2s Page 67 2370 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Level gauges/alarmsConstruction Description: PConstruction Category: 1Tank ID: Spill containment bucketConstruction Description: MConstruction Category: 1Tank ID: Double wallConstruction Description: IConstruction Category: 1Tank ID: SteelConstruction Description: CConstruction Category: 1Tank ID: Construction: 8636881188Owner Phone: BRENDA WILLIAMS EXT-55017Owner Contact: LAKELAND, FL 33802Owner City,State,Zip: ATTN: ESP STORAGE TANK REGISOwner Address 2: PO BOX 407Owner Address: PUBLIX SUPER MARKETS INC - ENVIRONMENTALOwner Name: 25164Owner ID: Owner: Continuous electronic sensingMonitoring Description: 1Petro Monitoring Category: 1Tank ID: Monitor dbl wall tank spaceMonitoring Description: FPetro Monitoring Category: 1Tank ID: Visual inspection of ASTsMonitoring Description: QPetro Monitoring Category: 1Tank ID: Monitoring: Suction piping systemPiping Description: PUBLIX SUPER MARKET #62 (Continued) A100318088 BRENDA WILLIAMSContact Name: FLR000242453EPA ID: WINTER SPRINGS, FL 32708-2715Handler City,State,Zip: 1160 E STATE ROAD 434Handler Address: PUBLIX SUPER MARKET #62Handler Name: 20201221Date Form Received by Agency: RCRA-VSQG: 1121 ft. Site 2 of 2 in cluster C 0.212 mi. Relative: Higher Actual: 46 ft. 1/8-1/4 WINTER SPRINGS, FL 32708 NNW 1160 E STATE ROAD 434 FLR000242453 C18 RCRA-VSQGPUBLIX SUPER MARKET #62 1027096185 TC7123398.2s Page 68 2371 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation No NCAPS rankingCorrective Action Priority Ranking: NoTSDFs Only Subject to CA under Discretionary Auth Universe: NoTSDFs Potentially Subject to CA Under 3004 (u)/(v) Universe: NoNon-TSDFs Where RCRA CA has Been Imposed Universe: NoSubject to Corrective Action Universe: NoCorrective Action Workload Universe: No202 GPRA Corrective Action Baseline: Not reportedClosure Workload Universe: Not reportedPost-Closure Workload Universe: Not reportedPermit Progress Universe: Not reportedPermit Workload Universe: Not reportedPermit Renewals Workload Universe: Not on the Baseline2018 GPRA Renewals Baseline: Not on the Baseline2018 GPRA Permit Baseline: Not reportedTreatment Storage and Disposal Type: NoCommercial TSD Indicator: Not reportedSub-Part K Indicator: NHazardous Secondary Material Indicator: Not reportedFederal Facility Indicator: ---Active Site State-Reg Handler: Not reportedActive Site State-Reg Treatment Storage and Disposal Facility: Not reportedActive Site Converter Treatment storage and Disposal Facility: Not reportedActive Site Fed-Reg Treatment Storage and Disposal Facility: NoFederal Universal Waste: NoUniversal Waste Destination Facility: NoUniversal Waste Indicator: NoOff-Site Waste Receipt: NoUnderground Injection Control: NoSmelting Melting and Refining Furnace Exemption: NoSmall Quantity On-Site Burner Exemption: NoRecycler Activity with Storage: NoTransfer Facility Activity: NoTransporter Activity: NoMixed Waste Generator: NoImporter Activity: NoShort-Term Generator Activity: PrivateOperator Type: PUBLIX SUPER MARKETS INCOperator Name: PrivateOwner Type: WINTER SPRINGS STATION LLCOwner Name: WINTER SPRINGS, FL 32708-2715Mailing City,State,Zip: 1160 E STATE ROAD 434Mailing Address: CDState District: FLState District Owner: Handler ActivitiesActive Site Indicator: Not reportedAccessibility: Not reportedBiennial Report Cycle: Not reportedNon-Notifier: Conditionally Exempt Small Quantity GeneratorFederal Waste Generator Description: PrivateLand Type: 04EPA Region: MGR ENVIRONMENTAL COMPLIANCEContact Title: BRENDA.WILLIAMS@PUBLIX.COMContact Email: Not reportedContact Fax: 863-688-1188Contact Telephone: LAKELAND, FL 33811-3311Contact City,State,Zip: 3300 PUBLIX CORPORATE PARKWAYContact Address: PUBLIX SUPER MARKET #62 (Continued) 1027096185 TC7123398.2s Page 69 2372 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation PrivateLegal Status: PUBLIX SUPER MARKETS INCOwner/Operator Name: OperatorOwner/Operator Indicator: Handler - Owner Operator: SALTS NICOTINE, & SALTS (OR) PYRIDINE, 3-(1-METHYL-2-PYRROLIDINYL)-,(S)-, &Waste Description: P075Waste Code: SALTS, WHEN PRESENT AT CONCENTRATIONS GREATER THAN 0.3% WHEN PRESENT AT CONCENTRATIONS GREATER THAN 0.3% (OR) WARFARIN, & 2H-1-BENZOPYRAN-2-ONE, 4-HYDROXY-3-(3-OXO-1-PHENYLBUTYL)-, & SALTS,Waste Description: P001Waste Code: METHYL ETHYL KETONEWaste Description: D035Waste Code: 2,4-D (2,4-DICHLOROPHENOXYACETIC ACID)Waste Description: D016Waste Code: SELENIUMWaste Description: D010Waste Code: MERCURYWaste Description: D009Waste Code: CHROMIUMWaste Description: D007Waste Code: CORROSIVE WASTEWaste Description: D002Waste Code: IGNITABLE WASTEWaste Description: D001Waste Code: Hazardous Waste Summary: NoSub-Part P Indicator: NoManifest Broker: NoRecycler Activity Without Storage: NoExporter of Spent Lead Acid Batteries: NoImporter of Spent Lead Acid Batteries: NoRecognized Trader-Exporter: NoRecognized Trader-Importer: 20220415Handler Date of Last Change: Not reportedFinancial Assurance Required: NoSignificant Non-Complier With a Compliance Schedule Universe: NoAddressed Significant Non-Complier Universe: NoUnaddressed Significant Non-Complier Universe: NoSignificant Non-Complier Universe: Not reportedFull Enforcement Universe: Not reportedOperating TSDF Universe: N/AGroundwater Controls Indicator: N/AHuman Exposure Controls Indicator: NoInstitutional Control Indicator: NoEnvironmental Control Indicator: PUBLIX SUPER MARKET #62 (Continued) 1027096185 TC7123398.2s Page 70 2373 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation No Evaluations FoundEvaluations: Evaluation Action Summary: No Violations FoundViolations: Facility Has Received Notices of Violations: RETAILERS) SUPERMARKETS AND OTHER GROCERY RETAILERS (EXCEPT CONVENIENCENAICS Description: 445110NAICS Code: List of NAICS Codes and Descriptions: NoElectronic Manifest Broker: NoNon Storage Recycler Activity: YesCurrent Record: NoSpent Lead Acid Battery Exporter: NoSpent Lead Acid Battery Importer: NoRecognized Trader Exporter: NoRecognized Trader Importer: NoLarge Quantity Handler of Universal Waste: FLState District Owner: Conditionally Exempt Small Quantity GeneratorFederal Waste Generator Description: PUBLIX SUPER MARKET #62Handler Name: 20201221Receive Date: Historic Generators: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: 513-554-1110Owner/Operator Telephone: CINCINNATI, OH 45249-0000Owner/Operator City,State,Zip: 11501 NORTHLAKE DROwner/Operator Address: Not reportedDate Ended Current: 20171020Date Became Current: PrivateLegal Status: WINTER SPRINGS STATION LLCOwner/Operator Name: OwnerOwner/Operator Indicator: Not reportedOwner/Operator Email: Not reportedOwner/Operator Fax: Not reportedOwner/Operator Telephone Ext: 863-688-1188Owner/Operator Telephone: LAKELAND, FL 33811-0000Owner/Operator City,State,Zip: 3300 PUBLIX CORP PKWYOwner/Operator Address: Not reportedDate Ended Current: 20021107Date Became Current: PUBLIX SUPER MARKET #62 (Continued) 1027096185 TC7123398.2s Page 71 2374 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedCF RACM: Not reportedPipe SF: Not reportedPipe RACM: 250Floor SF: Not reportedFloor RACM: 600Cementitious SF: Not reportedCementitious RACM: 05/17/2016Finish Date: 05/11/2016Start Date: CROSS CONSTRUCTION SERVICES, INC.Contractor Name: STANDARD PACIFIC OF FLORIDAOwner Name: Not reportedAnnual Notification: NOrdered Demolition?: CHURCH AND WAREHOUSESite Name: REVIEWEDNotification Status: RENOVATIONProject Type: ORIGINALNotification Type: 87645Notification ID: AS11701468Facility ID: WINTER SPRINGS, FL 32708City,State,Zip: 395 TUSKAWILLA RD. & 2950 RAILROAD AVE.Address: VACANT CHURCH AND WAREHOUSEName: ASBESTOS: Click here for Florida Oculus: Not reportedLand Owner Telephone: Not reportedLand Owner City/State/Zip: Not reportedLand Owner Address: Not reportedLand Owner Name: Not reportedSite Supervisor Telephone: Not reportedSite Supervisor City/State/Zip: Not reportedSite Supervisor Addr: Not reportedSite Supervisor Name: Not reportedEMail Address2: Not reportedEMail Address1: Not reportedResponsible Authority Phone: Not reportedResponsible Authority City,St,Zip: Not reportedResponsible Authority Address: Not reportedResponsible Authority Name: Not reportedRange: Not reportedTownship: Not reportedSection: INACTIVE (I)Class Status: DISASTER DEBRIS MANAGEMENT SITEClassification: 910Class Type: 28:41:24.79 / 81:15:48.91Lat/Long: CDDistrict: 104855Facility ID: WINTER SPRINGS, FL 32708City,State,Zip: 395 TUSKAWILLA RDAddress: TUSKAWILLA CROSSINGS DISASTER DEBRIS MANAGEMENT SITEName: SWF/LF: 1724 ft. 0.327 mi. Relative: Higher Actual: 47 ft. 1/4-1/2 WINTER SPRINGS, FL 32708 SSW ASBESTOS395 TUSKAWILLA RD. & 2950 RAILROAD AVE. N/A 19 SWF/LFVACANT CHURCH AND WAREHOUSE S120042590 TC7123398.2s Page 72 2375 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedDate Receive: Not reportedTransporter Zip: FLTransporter State: Not reportedTransporter City: Not reportedTransporter Address: WWaste Disp Source: 85764Waste Disp ID: YContractor is Transporter: Not reportedTransporter Name: 33538Waste Disposal Zip: FLWaste Disposal State: LAKE PANASOFFKEEWaste Disposal City: 1032 CR 529AWaste Disposal Address: ACMS CLASS I LANDFILLWaste Disposal Site: 1150Surface Mat SF: Not reportedSurface Mat RACM: Not reportedRoof SF: Not reportedRoof RACM: VACANT CHURCH AND WAREHOUSE (Continued) S120042590 NBad Address Ind: (407)327-1800Phone: WINTER SPRINGS, FL 32708Contact City/State/Zip: 1126 E SR 434Contact Address: WINTER SPRINGS CITYContact Company: IAN FLETCHERContact: CMPL - COMPLETEDFacility Cleanup Status: Petroleum Cleanup PCT Facility Score: 2011-07-22 00:00:00Address Update: 2009-09-15 00:00:00Name Update: KIP LOCKCUFFOperator: 26Score When Ranked: 2005-02-07 00:00:00Score Effective Date: 26Score: 0Datum: DPHOMethod: Not reportedFeature: 30ERange: 20STownship: 36Section: 28 42 6.6917 / 81 15 56.1041Lat/Long (dms): Central DistrictDistrict: 6627Facility Cleanup Rank: (407)327-1800Facility Phone: H - Local GovernmentFacility Type: OPENFacility Status: 8731664Facility Id: STATERegion: WINTER SPRINGS, FL 32708City,State,Zip: 1126 E HWY 434Address: WINTER SPRINGS CITY-CITY HALLName: LUST: 2118 ft.Financial Assurance 0.401 mi.DWM CONTAM Relative: Lower Actual: 42 ft. 1/4-1/2 ASTWINTER SPRINGS, FL 32708 NNW UST1126 E HWY 434 N/A 20 LUSTWINTER SPRINGS CITY-CITY HALL U001374552 TC7123398.2s Page 73 2376 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation NFA - NFA COMPLETEDischarge Cleanup Status: R - CLEANUP REQUIREDCleanup Required: 05-15-2003Discharge Date: 09-19-2008Source Effective Date: ICleanup Eligibility Status: 59County ID: SEMINOLECounty: H - Local Government -Facility Type: OPENFacility Status: 8731664Facility ID: CDDistrict: Task Information: Not reportedGallons Discharged: DAMAGE TO THE FILL PORT AREA, RECENT CONSTRUCTIONPollutant Other Description: B - Unleaded GasPollutant: Not reportedContaminated Ground Water: Not reportedContaminated Surface Water: Not reportedContaminated Soil: YesContaminated Monitoring Well: Not reportedContaminated Drinking Wells: PCLP59 - ORANGE COUNTY ENVIRONTank Office: 12/10/2008Site Mgr End Date: SCHMIDT_JDSite Manager: I - INELIGIBLEElig Indicator: COMPLIANCE INSPECTIONOther Source Description: D - DISCHARGE NOTIFICATIONInformation Source: COMPLETEDCleanup Work Status: 10/3/2008Disch Cleanup Status Date: NFA - NFA COMPLETEDischarge Cleanup Status: R - CLEANUP REQUIREDCleanup Required: Not reportedPct Discharge Combined With: 5/15/2003Discharge Date: Contaminated Media: PCLP59 - ORANGE COUNTY ENVIRONMENTAL PROTECTION DIVTank Office: 12/10/2008Site Mgr End Date: SCHMIDT_JDSite Manager: I - INELIGIBLEEligibility Indicator: Not reportedOther Source Description: D - DISCHARGE NOTIFICATIONInformation Source: COMPLETEDCleanup Work Status: 10/3/2008Disch Cleanup Status Date: NFA - NFA COMPLETEDischarge Cleanup Status: R - CLEANUP REQUIREDCleanup Required: Not reportedPCT Discharge Combined: 5/15/2003Discharge Date: Discharge Cleanup Summary: 320RP Extension: 2799RP Zip: 1987-01-02RP Begin Date: ACCOUNT OWNERPrimary RP Role: 24225Related Party ID: 2005-02-07 00:00:00Score Effective Date: 26Score: 32708, 2715Zip: FLState: WINTER SPRINGS CITY-CITY HALL (Continued) U001374552 TC7123398.2s Page 74 2377 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation HFacility Type: OPENFacility Status: 4073271800Facility Phone: WINTER SPRINGS, FL 32708City,State,Zip: 1126 E HWY 434Address: WINTER SPRINGS CITY-CITY HALLName: 8731664Facility ID: UST: Click here for Florida Oculus: Not reportedRA Actual Cost: 0RA Years to Complete: -RA Funding Eligibility Type: -RA Cleanup Responsible: 83531RA Task ID: Not reportedRAP Last Order Approved: Not reportedRAP Payment Date: Not reportedRAP Completion Date: Not reportedRAP Actual Cost: -RAP Funding Eligibility Type: -RAP Cleanup Responsible ID: 83785RAP Task ID: Not reportedSA Payment Date: Not reportedSA Completion Date: Not reportedSA Actual Cost: -SA Funding Eligibility Type: -SA Cleanup Responsible: 82754SA Task ID: Not reportedSR Alternate Procedure Comments: Not reportedSR Alternate Procedure Status Date: Not reportedSR Alternate Procedure Status: Not reportedSR Alternate Proc Received Date: Not reportedSR Other Treatment: Not reportedSR Soil Treatment: 24SR Soil Tonnage Removed: Not reportedSR Free Product Removal: YSR Soil Removal: Not reportedSR Written Date: Not reportedSR Oral Date: Not reportedSR Payment Date: 10-22-2003SR Completion Date: Not reportedSR Actual Cost: -SR Funding Eligibility Type: -SR Cleanup Responsible: 82753SR Task ID: PCLP59 - Seminole CountyTank Office: 12-10-2008Site Mgr End Date: SCHMIDT_JDSite Mgr: COMPLETEDCleanup Work Status: Not reportedSRC Comment: 10-03-2008SRC Issue Date: A - APPROVEDSRC Completion Status: 09-19-2008SRC Review Date: 09-16-2008SRC Submit Date: NFA - NO FURTHER ACTIONSRC Action Type: 10-03-2008Disch Cleanup Status Date: WINTER SPRINGS CITY-CITY HALL (Continued) U001374552 TC7123398.2s Page 75 2378 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Steel/galvanized metalPiping Description: BPiping Category: 3Tank ID: External protective coatingPiping Description: DPiping Category: 3Tank ID: Abv, no soil contactPiping Description: APiping Category: 3Tank ID: Piping: Double wall - tank jacketConstruction Description: RConstruction Category: 3Tank ID: Level gauges/alarmsConstruction Description: PConstruction Category: 3Tank ID: Spill containment bucketConstruction Description: MConstruction Category: 3Tank ID: SteelConstruction Description: CConstruction Category: 3Tank ID: Construction: 4073271800Owner Phone: IAN FLETCHEROwner Contact: WINTER SPRINGS, FL 32708Owner City,State,Zip: ATTN: STORAGE TANK REGISOwner Address 2: 1126 E SR 434Owner Address: WINTER SPRINGS CITYOwner Name: 24225Owner ID: Owner: PDEP Contractor: TANKVessel Indicator: Unleaded GasContent Description: BSubstance: 4/1/1985Install Date: 09/17/2007Status Date: BTank Status: UNDERGROUNDTank Location: 10000Tank Capacity: 1Tank ID: UST: 28 42 6.41999999 / 81 15 58.2000000Latitude/Longitude: DPHOPositioning Method: STATERegion: PDepco: Local GovernmentType Description: WINTER SPRINGS CITY-CITY HALL (Continued) U001374552 TC7123398.2s Page 76 2379 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Abv, no soil contactPiping Description: APiping Category: 3Tank ID: Piping: Double wall - tank jacketConstruction Description: RConstruction Category: 3Tank ID: Level gauges/alarmsConstruction Description: PConstruction Category: 3Tank ID: Spill containment bucketConstruction Description: MConstruction Category: 3Tank ID: SteelConstruction Description: CConstruction Category: 3Tank ID: Construction: 4073271800Owner Phone: IAN FLETCHEROwner Contact: WINTER SPRINGS, FL 32708Owner City,State,Zip: ATTN: STORAGE TANK REGISOwner Address 2: 1126 E SR 434Owner Address: WINTER SPRINGS CITYOwner Name: 24225Owner ID: Owner: PDEP Contractor: TANKVessel Indicator: Emerg Generator DieselContent Description: GSubstance: 4/1/1985Install Date: 05/01/2009Status Date: BTank Status: UNDERGROUNDTank Location: 1000Tank Capacity: 2Tank ID: Monitor tank bottom spaceMonitoring Description: RPetro Monitoring Category: 3Tank ID: Visual inspection of ASTsMonitoring Description: QPetro Monitoring Category: 3Tank ID: Monitoring: Suction piping systemPiping Description: IPiping Category: 3Tank ID: WINTER SPRINGS CITY-CITY HALL (Continued) U001374552 TC7123398.2s Page 77 2380 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation External protective coatingPiping Description: DPiping Category: 3Tank ID: Abv, no soil contactPiping Description: APiping Category: 3Tank ID: Piping: PDEP Contractor: TANKVessel Indicator: Emerg Generator DieselContent Description: GSubstance: 5/1/2009Install Date: 05/01/2009Status Date: UTank Status: ABOVEGROUNDTank Location: 1000Tank Capacity: 3Tank ID: Tank: 28 42 6.41999999 / 81 15 58.2000000Latitude/Longitude: DPHOPositioning Method: STATERegion: PDepco: Local GovernmentType Description: HFacility Type: OPENFacility Status: 4073271800Facility Phone: WINTER SPRINGS, FL 32708City,State,Zip: 1126 E HWY 434Address: WINTER SPRINGS CITY-CITY HALLName: 8731664Facility ID: AST: Monitor tank bottom spaceMonitoring Description: RPetro Monitoring Category: 3Tank ID: Visual inspection of ASTsMonitoring Description: QPetro Monitoring Category: 3Tank ID: Monitoring: Suction piping systemPiping Description: IPiping Category: 3Tank ID: Steel/galvanized metalPiping Description: BPiping Category: 3Tank ID: External protective coatingPiping Description: DPiping Category: 3Tank ID: WINTER SPRINGS CITY-CITY HALL (Continued) U001374552 TC7123398.2s Page 78 2381 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 15Long MM: 81Long DD: 6.42Lat SS: 42Lat MM: 28Lat DD: 8731664Program Site Id: WINTER SPRINGS, FLCity,State,Zip: 1126 E HWY 434Address: WINTER SPRINGS CITY-CITY HALLName: DWM CONTAM: Double wall - tank jacketConstruction Description: RConstruction Category: 3Tank ID: Level gauges/alarmsConstruction Description: PConstruction Category: 3Tank ID: Spill containment bucketConstruction Description: MConstruction Category: 3Tank ID: SteelConstruction Description: CConstruction Category: 3Tank ID: Construction: 4073271800Owner Phone: IAN FLETCHEROwner Contact: WINTER SPRINGS, FL 32708Owner City,State,Zip: ATTN: STORAGE TANK REGISOwner Address 2: 1126 E SR 434Owner Address: WINTER SPRINGS CITYOwner Name: 24225Owner ID: Owner: Monitor tank bottom spaceMonitoring Description: RPetro Monitoring Category: 3Tank ID: Visual inspection of ASTsMonitoring Description: QPetro Monitoring Category: 3Tank ID: Monitoring: Suction piping systemPiping Description: IPiping Category: 3Tank ID: Steel/galvanized metalPiping Description: BPiping Category: 3Tank ID: WINTER SPRINGS CITY-CITY HALL (Continued) U001374552 TC7123398.2s Page 79 2382 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 3Region: WINTER SPRINGS, FL 32708City,State,Zip: 1126 E HWY 434Address: WINTER SPRINGS CITY-CITY HALLName: 4073271800Resp Party Phone: IAN FLETCHERContact: WINTER SPRINGS, FL 32708Owner City,St,Zip: ATTN: STORAGE TANK REGISOwner Address2: 1126 E SR 434Owner Address: WINTER SPRINGS CITYOnwer Name: 24225Owner ID: 11/09/2009Expire Date: 11/09/2008Effective Date: COMMERCE & INDUSTRYInsurance Company: INSURANCEFinaincial Responsibility: PDEP CO: Local GovernmentType Description: HFacility Type: OPENFacility Status: 4073271800Facility Phone: 8731664Facility ID: 3Region: WINTER SPRINGS, FL 32708City,State,Zip: 1126 E HWY 434Address: WINTER SPRINGS CITY-CITY HALLName: FL Financial Assurance 3: Not reportedSite Manager: Not reportedRP Extension: Not reportedRP Phone: Not reportedContact: Not reportedRP Zip4: Not reportedRP Zip5: Not reportedRP State: Not reportedRP City: Not reportedRP Address2: Not reportedRP Address1: Not reportedRP Name: Not reportedRP Begin Date: Not reportedPrimary RP Role: Not reportedRelated Party ID: Not reportedAddr Changed: Not reportedName Changed: Not reportedPhone: Not reportedOperator: Not reportedRank: Not reportedScore When Ranked: Not reportedScore Effective Date: Not reportedFacility Type: CLOSEDFacility Status: DPHOMethod: Not reportedDatum: 26Priority Score: STORAGE TANKSProgram Area: CDOffice/ District: 58.2Long SS: WINTER SPRINGS CITY-CITY HALL (Continued) U001374552 TC7123398.2s Page 80 2383 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 1126 E SR 434Owner Address: WINTER SPRINGS CITYOnwer Name: 24225Owner ID: 11/09/2011Expire Date: 11/09/2011Effective Date: COMMERCE & INDUSTRYInsurance Company: INSURANCEFinaincial Responsibility: PDEP CO: Local GovernmentType Description: HFacility Type: OPENFacility Status: 4073271800Facility Phone: 8731664Facility ID: 3Region: WINTER SPRINGS, FL 32708City,State,Zip: 1126 E HWY 434Address: WINTER SPRINGS CITY-CITY HALLName: 4073271800Resp Party Phone: IAN FLETCHERContact: WINTER SPRINGS, FL 32708Owner City,St,Zip: ATTN: STORAGE TANK REGISOwner Address2: 1126 E SR 434Owner Address: WINTER SPRINGS CITYOnwer Name: 24225Owner ID: 11/09/2011Expire Date: 11/09/2010Effective Date: COMMERCE & INDUSTRYInsurance Company: INSURANCEFinaincial Responsibility: PDEP CO: Local GovernmentType Description: HFacility Type: OPENFacility Status: 4073271800Facility Phone: 8731664Facility ID: 3Region: WINTER SPRINGS, FL 32708City,State,Zip: 1126 E HWY 434Address: WINTER SPRINGS CITY-CITY HALLName: 4073271800Resp Party Phone: IAN FLETCHERContact: WINTER SPRINGS, FL 32708Owner City,St,Zip: ATTN: STORAGE TANK REGISOwner Address2: 1126 E SR 434Owner Address: WINTER SPRINGS CITYOnwer Name: 24225Owner ID: 11/09/2010Expire Date: 11/09/2009Effective Date: COMMERCE & INDUSTRYInsurance Company: INSURANCEFinaincial Responsibility: PDEP CO: Local GovernmentType Description: HFacility Type: OPENFacility Status: 4073271800Facility Phone: 8731664Facility ID: WINTER SPRINGS CITY-CITY HALL (Continued) U001374552 TC7123398.2s Page 81 2384 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation HFacility Type: OPENFacility Status: 4073271800Facility Phone: 8731664Facility ID: 3Region: WINTER SPRINGS, FL 32708City,State,Zip: 1126 E HWY 434Address: WINTER SPRINGS CITY-CITY HALLName: 4073271800Resp Party Phone: IAN FLETCHERContact: WINTER SPRINGS, FL 32708Owner City,St,Zip: ATTN: STORAGE TANK REGISOwner Address2: 1126 E SR 434Owner Address: WINTER SPRINGS CITYOnwer Name: 24225Owner ID: 11/09/2013Expire Date: 11/09/2012Effective Date: COMMERCE & INDUSTRYInsurance Company: INSURANCEFinaincial Responsibility: PDEP CO: Local GovernmentType Description: HFacility Type: OPENFacility Status: 4073271800Facility Phone: 8731664Facility ID: 3Region: WINTER SPRINGS, FL 32708City,State,Zip: 1126 E HWY 434Address: WINTER SPRINGS CITY-CITY HALLName: 4073271800Resp Party Phone: IAN FLETCHERContact: WINTER SPRINGS, FL 32708Owner City,St,Zip: ATTN: STORAGE TANK REGISOwner Address2: 1126 E SR 434Owner Address: WINTER SPRINGS CITYOnwer Name: 24225Owner ID: 11/09/2012Expire Date: 11/09/2011Effective Date: COMMERCE & INDUSTRYInsurance Company: INSURANCEFinaincial Responsibility: PDEP CO: Local GovernmentType Description: HFacility Type: OPENFacility Status: 4073271800Facility Phone: 8731664Facility ID: 3Region: WINTER SPRINGS, FL 32708City,State,Zip: 1126 E HWY 434Address: WINTER SPRINGS CITY-CITY HALLName: 4073271800Resp Party Phone: IAN FLETCHERContact: WINTER SPRINGS, FL 32708Owner City,St,Zip: ATTN: STORAGE TANK REGISOwner Address2: WINTER SPRINGS CITY-CITY HALL (Continued) U001374552 TC7123398.2s Page 82 2385 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 4073271800Resp Party Phone: IAN FLETCHERContact: WINTER SPRINGS, FL 32708Owner City,St,Zip: ATTN: STORAGE TANK REGISOwner Address2: 1126 E SR 434Owner Address: WINTER SPRINGS CITYOnwer Name: 24225Owner ID: 11/09/2016Expire Date: 11/09/2015Effective Date: COMMERCE & INDUSTRYInsurance Company: INSURANCEFinaincial Responsibility: PDEP CO: Local GovernmentType Description: HFacility Type: OPENFacility Status: 4073271800Facility Phone: 8731664Facility ID: 3Region: WINTER SPRINGS, FL 32708City,State,Zip: 1126 E HWY 434Address: WINTER SPRINGS CITY-CITY HALLName: 4073271800Resp Party Phone: IAN FLETCHERContact: WINTER SPRINGS, FL 32708Owner City,St,Zip: ATTN: STORAGE TANK REGISOwner Address2: 1126 E SR 434Owner Address: WINTER SPRINGS CITYOnwer Name: 24225Owner ID: 11/09/2015Expire Date: 11/09/2014Effective Date: COMMERCE & INDUSTRYInsurance Company: INSURANCEFinaincial Responsibility: PDEP CO: Local GovernmentType Description: HFacility Type: OPENFacility Status: 4073271800Facility Phone: 8731664Facility ID: 3Region: WINTER SPRINGS, FL 32708City,State,Zip: 1126 E HWY 434Address: WINTER SPRINGS CITY-CITY HALLName: 4073271800Resp Party Phone: IAN FLETCHERContact: WINTER SPRINGS, FL 32708Owner City,St,Zip: ATTN: STORAGE TANK REGISOwner Address2: 1126 E SR 434Owner Address: WINTER SPRINGS CITYOnwer Name: 24225Owner ID: 11/09/2014Expire Date: 11/09/2013Effective Date: COMMERCE & INDUSTRYInsurance Company: INSURANCEFinaincial Responsibility: PDEP CO: Local GovernmentType Description: WINTER SPRINGS CITY-CITY HALL (Continued) U001374552 TC7123398.2s Page 83 2386 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 11/09/2018Effective Date: COMMERCE & INDUSTRY INSURANCE COInsurance Company: INSURANCEFinaincial Responsibility: PDEP CO: Local GovernmentType Description: HFacility Type: OPENFacility Status: 4073271800Facility Phone: 8731664Facility ID: 3Region: WINTER SPRINGS, FL 32708City,State,Zip: 1126 E HWY 434Address: WINTER SPRINGS CITY-CITY HALLName: 4073271800Resp Party Phone: IAN FLETCHERContact: WINTER SPRINGS, FL 32708Owner City,St,Zip: ATTN: STORAGE TANK REGISOwner Address2: 1126 E SR 434Owner Address: WINTER SPRINGS CITYOnwer Name: 24225Owner ID: 11/09/2018Expire Date: 11/09/2017Effective Date: COMMERCE & INDUSTRY INSURANCE COInsurance Company: INSURANCEFinaincial Responsibility: PDEP CO: Local GovernmentType Description: HFacility Type: OPENFacility Status: 4073271800Facility Phone: 8731664Facility ID: 3Region: WINTER SPRINGS, FL 32708City,State,Zip: 1126 E HWY 434Address: WINTER SPRINGS CITY-CITY HALLName: 4073271800Resp Party Phone: IAN FLETCHERContact: WINTER SPRINGS, FL 32708Owner City,St,Zip: ATTN: STORAGE TANK REGISOwner Address2: 1126 E SR 434Owner Address: WINTER SPRINGS CITYOnwer Name: 24225Owner ID: 11/09/2017Expire Date: 11/09/2016Effective Date: COMMERCE & INDUSTRY INSURANCE COInsurance Company: INSURANCEFinaincial Responsibility: PDEP CO: Local GovernmentType Description: HFacility Type: OPENFacility Status: 4073271800Facility Phone: 8731664Facility ID: 3Region: WINTER SPRINGS, FL 32708City,State,Zip: 1126 E HWY 434Address: WINTER SPRINGS CITY-CITY HALLName: WINTER SPRINGS CITY-CITY HALL (Continued) U001374552 TC7123398.2s Page 84 2387 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 4073271800Resp Party Phone: IAN FLETCHERContact: WINTER SPRINGS, FL 32708Owner City,St,Zip: ATTN: STORAGE TANK REGISOwner Address2: 1126 E SR 434Owner Address: WINTER SPRINGS CITYOnwer Name: 24225Owner ID: 11/09/2020Expire Date: 11/09/2019Effective Date: COMMERCE & INDUSTRY INSURANCE COInsurance Company: INSURANCEFinaincial Responsibility: PDEP CO: Local GovernmentType Description: HFacility Type: OPENFacility Status: 4073271800Facility Phone: 8731664Facility ID: 3Region: WINTER SPRINGS, FL 32708City,State,Zip: 1126 E HWY 434Address: WINTER SPRINGS CITY-CITY HALLName: 4073271800Resp Party Phone: IAN FLETCHERContact: WINTER SPRINGS, FL 32708Owner City,St,Zip: ATTN: STORAGE TANK REGISOwner Address2: 1126 E SR 434Owner Address: WINTER SPRINGS CITYOnwer Name: 24225Owner ID: 11/09/2019Expire Date: WINTER SPRINGS CITY-CITY HALL (Continued) U001374552 TC7123398.2s Page 85 2388 ORPHAN SUMMARY City EDR ID Site Name Site Address Zip Database(s) Count: 1 records. WINTER SPRINGS S127070084 UPRIGHT RECYCLING/BRUCE G BECK 600 OLD SANDFORD OVIEDO ROAD 32708 SWF/LF TC7123398.2s Page 8623 8 9 To maintain currency of the following federal and state databases, EDR contacts the appropriate governmental agency on a monthly or quarterly basis, as required. Number of Days to Update:Provides confirmation that EDR is reporting records that have been updated within 90 days from the date the government agency made the information available to the public. STANDARD ENVIRONMENTAL RECORDS Lists of Federal NPL (Superfund) sites NPL: National Priority List National Priorities List (Superfund). The NPL is a subset of CERCLIS and identifies over 1,200 sites for priority cleanup under the Superfund Program. NPL sites may encompass relatively large areas. As such, EDR provides polygon coverage for over 1,000 NPL site boundaries produced by EPA’s Environmental Photographic Interpretation Center (EPIC) and regional EPA offices. Date of Government Version: 07/26/2022 Date Data Arrived at EDR: 08/02/2022 Date Made Active in Reports: 08/22/2022 Number of Days to Update: 20 Source: EPA Telephone: N/A Last EDR Contact: 09/01/2022 Next Scheduled EDR Contact: 10/10/2022 Data Release Frequency: Quarterly NPL Site Boundaries Sources: EPA’s Environmental Photographic Interpretation Center (EPIC) Telephone: 202-564-7333 EPA Region 1 EPA Region 6 Telephone 617-918-1143 Telephone: 214-655-6659 EPA Region 3 EPA Region 7 Telephone 215-814-5418 Telephone: 913-551-7247 EPA Region 4 EPA Region 8 Telephone 404-562-8033 Telephone: 303-312-6774 EPA Region 5 EPA Region 9 Telephone 312-886-6686 Telephone: 415-947-4246 EPA Region 10 Telephone 206-553-8665 Proposed NPL: Proposed National Priority List Sites A site that has been proposed for listing on the National Priorities List through the issuance of a proposed rule in the Federal Register. EPA then accepts public comments on the site, responds to the comments, and places on the NPL those sites that continue to meet the requirements for listing. Date of Government Version: 07/26/2022 Date Data Arrived at EDR: 08/02/2022 Date Made Active in Reports: 08/22/2022 Number of Days to Update: 20 Source: EPA Telephone: N/A Last EDR Contact: 09/01/2022 Next Scheduled EDR Contact: 10/10/2022 Data Release Frequency: Quarterly NPL LIENS: Federal Superfund Liens Federal Superfund Liens. Under the authority granted the USEPA by CERCLA of 1980, the USEPA has the authority to file liens against real property in order to recover remedial action expenditures or when the property owner received notification of potential liability. USEPA compiles a listing of filed notices of Superfund Liens. TC7123398.2s Page GR-1 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 2390 Date of Government Version: 10/15/1991 Date Data Arrived at EDR: 02/02/1994 Date Made Active in Reports: 03/30/1994 Number of Days to Update: 56 Source: EPA Telephone: 202-564-4267 Last EDR Contact: 08/15/2011 Next Scheduled EDR Contact: 11/28/2011 Data Release Frequency: No Update Planned Lists of Federal Delisted NPL sites Delisted NPL: National Priority List Deletions The National Oil and Hazardous Substances Pollution Contingency Plan (NCP) establishes the criteria that the EPA uses to delete sites from the NPL. In accordance with 40 CFR 300.425.(e), sites may be deleted from the NPL where no further response is appropriate. Date of Government Version: 07/26/2022 Date Data Arrived at EDR: 08/02/2022 Date Made Active in Reports: 08/22/2022 Number of Days to Update: 20 Source: EPA Telephone: N/A Last EDR Contact: 09/01/2022 Next Scheduled EDR Contact: 10/10/2022 Data Release Frequency: Quarterly Lists of Federal sites subject to CERCLA removals and CERCLA orders FEDERAL FACILITY: Federal Facility Site Information listing A listing of National Priority List (NPL) and Base Realignment and Closure (BRAC) sites found in the Comprehensive Environmental Response, Compensation and Liability Information System (CERCLIS) Database where EPA Federal Facilities Restoration and Reuse Office is involved in cleanup activities. Date of Government Version: 05/25/2021 Date Data Arrived at EDR: 06/24/2021 Date Made Active in Reports: 09/20/2021 Number of Days to Update: 88 Source: Environmental Protection Agency Telephone: 703-603-8704 Last EDR Contact: 09/06/2022 Next Scheduled EDR Contact: 10/10/2022 Data Release Frequency: Varies SEMS: Superfund Enterprise Management System SEMS (Superfund Enterprise Management System) tracks hazardous waste sites, potentially hazardous waste sites, and remedial activities performed in support of EPA’s Superfund Program across the United States. The list was formerly know as CERCLIS, renamed to SEMS by the EPA in 2015. The list contains data on potentially hazardous waste sites that have been reported to the USEPA by states, municipalities, private companies and private persons, pursuant to Section 103 of the Comprehensive Environmental Response, Compensation, and Liability Act (CERCLA). This dataset also contains sites which are either proposed to or on the National Priorities List (NPL) and the sites which are in the screening and assessment phase for possible inclusion on the NPL. Date of Government Version: 07/26/2022 Date Data Arrived at EDR: 08/02/2022 Date Made Active in Reports: 08/22/2022 Number of Days to Update: 20 Source: EPA Telephone: 800-424-9346 Last EDR Contact: 09/01/2022 Next Scheduled EDR Contact: 10/24/2022 Data Release Frequency: Quarterly Lists of Federal CERCLA sites with NFRAP SEMS-ARCHIVE: Superfund Enterprise Management System Archive TC7123398.2s Page GR-2 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 2391 SEMS-ARCHIVE (Superfund Enterprise Management System Archive) tracks sites that have no further interest under the Federal Superfund Program based on available information. The list was formerly known as the CERCLIS-NFRAP, renamed to SEMS ARCHIVE by the EPA in 2015. EPA may perform a minimal level of assessment work at a site while it is archived if site conditions change and/or new information becomes available. Archived sites have been removed and archived from the inventory of SEMS sites. Archived status indicates that, to the best of EPA’s knowledge, assessment at a site has been completed and that EPA has determined no further steps will be taken to list the site on the National Priorities List (NPL), unless information indicates this decision was not appropriate or other considerations require a recommendation for listing at a later time. The decision does not necessarily mean that there is no hazard associated with a given site; it only means that. based upon available information, the location is not judged to be potential NPL site. Date of Government Version: 07/26/2022 Date Data Arrived at EDR: 08/02/2022 Date Made Active in Reports: 08/22/2022 Number of Days to Update: 20 Source: EPA Telephone: 800-424-9346 Last EDR Contact: 09/01/2022 Next Scheduled EDR Contact: 10/24/2022 Data Release Frequency: Quarterly Lists of Federal RCRA facilities undergoing Corrective Action CORRACTS: Corrective Action Report CORRACTS identifies hazardous waste handlers with RCRA corrective action activity. Date of Government Version: 06/20/2022 Date Data Arrived at EDR: 06/21/2022 Date Made Active in Reports: 06/28/2022 Number of Days to Update: 7 Source: EPA Telephone: 800-424-9346 Last EDR Contact: 09/19/2022 Next Scheduled EDR Contact: 01/02/2023 Data Release Frequency: Quarterly Lists of Federal RCRA TSD facilities RCRA-TSDF: RCRA - Treatment, Storage and Disposal RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Transporters are individuals or entities that move hazardous waste from the generator offsite to a facility that can recycle, treat, store, or dispose of the waste. TSDFs treat, store, or dispose of the waste. Date of Government Version: 06/20/2022 Date Data Arrived at EDR: 06/21/2022 Date Made Active in Reports: 06/28/2022 Number of Days to Update: 7 Source: Environmental Protection Agency Telephone: (404) 562-8651 Last EDR Contact: 09/19/2022 Next Scheduled EDR Contact: 01/02/2023 Data Release Frequency: Quarterly Lists of Federal RCRA generators RCRA-LQG: RCRA - Large Quantity Generators RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Large quantity generators (LQGs) generate over 1,000 kilograms (kg) of hazardous waste, or over 1 kg of acutely hazardous waste per month. Date of Government Version: 06/20/2022 Date Data Arrived at EDR: 06/21/2022 Date Made Active in Reports: 06/28/2022 Number of Days to Update: 7 Source: Environmental Protection Agency Telephone: (404) 562-8651 Last EDR Contact: 09/19/2022 Next Scheduled EDR Contact: 01/02/2023 Data Release Frequency: Quarterly TC7123398.2s Page GR-3 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 2392 RCRA-SQG: RCRA - Small Quantity Generators RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Small quantity generators (SQGs) generate between 100 kg and 1,000 kg of hazardous waste per month. Date of Government Version: 06/20/2022 Date Data Arrived at EDR: 06/21/2022 Date Made Active in Reports: 06/28/2022 Number of Days to Update: 7 Source: Environmental Protection Agency Telephone: (404) 562-8651 Last EDR Contact: 09/19/2022 Next Scheduled EDR Contact: 01/02/2023 Data Release Frequency: Quarterly RCRA-VSQG: RCRA - Very Small Quantity Generators (Formerly Conditionally Exempt Small Quantity Generators) RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Very small quantity generators (VSQGs) generate less than 100 kg of hazardous waste, or less than 1 kg of acutely hazardous waste per month. Date of Government Version: 06/20/2022 Date Data Arrived at EDR: 06/21/2022 Date Made Active in Reports: 06/28/2022 Number of Days to Update: 7 Source: Environmental Protection Agency Telephone: (404) 562-8651 Last EDR Contact: 09/19/2022 Next Scheduled EDR Contact: 01/02/2023 Data Release Frequency: Quarterly Federal institutional controls / engineering controls registries LUCIS: Land Use Control Information System LUCIS contains records of land use control information pertaining to the former Navy Base Realignment and Closure properties. Date of Government Version: 05/16/2022 Date Data Arrived at EDR: 05/19/2022 Date Made Active in Reports: 07/29/2022 Number of Days to Update: 71 Source: Department of the Navy Telephone: 843-820-7326 Last EDR Contact: 08/03/2022 Next Scheduled EDR Contact: 11/21/2022 Data Release Frequency: Varies US ENG CONTROLS: Engineering Controls Sites List A listing of sites with engineering controls in place. Engineering controls include various forms of caps, building foundations, liners, and treatment methods to create pathway elimination for regulated substances to enter environmental media or effect human health. Date of Government Version: 05/16/2022 Date Data Arrived at EDR: 05/24/2022 Date Made Active in Reports: 07/29/2022 Number of Days to Update: 66 Source: Environmental Protection Agency Telephone: 703-603-0695 Last EDR Contact: 08/17/2022 Next Scheduled EDR Contact: 12/05/2022 Data Release Frequency: Varies US INST CONTROLS: Institutional Controls Sites List A listing of sites with institutional controls in place. Institutional controls include administrative measures, such as groundwater use restrictions, construction restrictions, property use restrictions, and post remediation care requirements intended to prevent exposure to contaminants remaining on site. Deed restrictions are generally required as part of the institutional controls. Date of Government Version: 05/16/2022 Date Data Arrived at EDR: 05/24/2022 Date Made Active in Reports: 07/29/2022 Number of Days to Update: 66 Source: Environmental Protection Agency Telephone: 703-603-0695 Last EDR Contact: 08/17/2022 Next Scheduled EDR Contact: 12/05/2022 Data Release Frequency: Varies TC7123398.2s Page GR-4 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 2393 Federal ERNS list ERNS: Emergency Response Notification System Emergency Response Notification System. ERNS records and stores information on reported releases of oil and hazardous substances. Date of Government Version: 06/14/2022 Date Data Arrived at EDR: 06/15/2022 Date Made Active in Reports: 06/21/2022 Number of Days to Update: 6 Source: National Response Center, United States Coast Guard Telephone: 202-267-2180 Last EDR Contact: 06/15/2022 Next Scheduled EDR Contact: 10/03/2022 Data Release Frequency: Quarterly Lists of state- and tribal hazardous waste facilities SHWS: Florida’s State-Funded Action Sites State Hazardous Waste Sites. State hazardous waste site records are the states’ equivalent to CERCLIS. These sites may or may not already be listed on the federal CERCLIS list. Priority sites planned for cleanup using state funds (state equivalent of Superfund) are identified along with sites where cleanup will be paid for by potentially responsible parties. Available information varies by state. Date of Government Version: 05/12/2022 Date Data Arrived at EDR: 05/17/2022 Date Made Active in Reports: 08/03/2022 Number of Days to Update: 78 Source: Department of Environmental Protection Telephone: 850-488-0190 Last EDR Contact: 08/18/2022 Next Scheduled EDR Contact: 11/28/2022 Data Release Frequency: Semi-Annually Lists of state and tribal landfills and solid waste disposal facilities SWF/LF: Solid Waste Facility Database Solid Waste Facilities/Landfill Sites. SWF/LF type records typically contain an inventory of solid waste disposal facilities or landfills in a particular state. Depending on the state, these may be active or inactive facilities or open dumps that failed to meet RCRA Subtitle D Section 4004 criteria for solid waste landfills or disposal sites. Date of Government Version: 04/11/2022 Date Data Arrived at EDR: 04/12/2022 Date Made Active in Reports: 07/01/2022 Number of Days to Update: 80 Source: Department of Environmental Protection Telephone: 850-922-7121 Last EDR Contact: 07/11/2022 Next Scheduled EDR Contact: 10/24/2022 Data Release Frequency: Quarterly Lists of state and tribal leaking storage tanks LUST: Petroleum Contamination Detail Report Leaking Underground Storage Tank Incident Reports. LUST records contain an inventory of reported leaking underground storage tank incidents. Not all states maintain these records, and the information stored varies by state. Date of Government Version: 04/25/2022 Date Data Arrived at EDR: 04/26/2022 Date Made Active in Reports: 07/14/2022 Number of Days to Update: 79 Source: Department of Environmental Protection Telephone: 850-245-8839 Last EDR Contact: 07/21/2022 Next Scheduled EDR Contact: 11/07/2022 Data Release Frequency: Quarterly LAST: Leaking Aboveground Storage Tank Listing The file for Leaking Aboveground Storage Tanks. Please remember STCM does not track the source of the discharge so the agency provides a list of facilities with an aboveground tank and an open discharge split by facilities with aboveground tanks only and facilities with aboveground and underground tanks. Date of Government Version: 04/25/2022 Date Data Arrived at EDR: 04/26/2022 Date Made Active in Reports: 07/14/2022 Number of Days to Update: 79 Source: Department of Environmental Protection Telephone: 850-245-8799 Last EDR Contact: 07/21/2022 Next Scheduled EDR Contact: 11/07/2022 Data Release Frequency: Varies TC7123398.2s Page GR-5 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 2394 INDIAN LUST R8: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Colorado, Montana, North Dakota, South Dakota, Utah and Wyoming. Date of Government Version: 04/20/2022 Date Data Arrived at EDR: 06/13/2022 Date Made Active in Reports: 08/16/2022 Number of Days to Update: 64 Source: EPA Region 8 Telephone: 303-312-6271 Last EDR Contact: 06/13/2022 Next Scheduled EDR Contact: 10/31/2022 Data Release Frequency: Varies INDIAN LUST R9: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Arizona, California, New Mexico and Nevada Date of Government Version: 04/08/2022 Date Data Arrived at EDR: 06/13/2022 Date Made Active in Reports: 08/16/2022 Number of Days to Update: 64 Source: Environmental Protection Agency Telephone: 415-972-3372 Last EDR Contact: 06/13/2022 Next Scheduled EDR Contact: 10/31/2022 Data Release Frequency: Varies INDIAN LUST R10: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Alaska, Idaho, Oregon and Washington. Date of Government Version: 04/20/2022 Date Data Arrived at EDR: 06/13/2022 Date Made Active in Reports: 08/16/2022 Number of Days to Update: 64 Source: EPA Region 10 Telephone: 206-553-2857 Last EDR Contact: 06/13/2022 Next Scheduled EDR Contact: 10/31/2022 Data Release Frequency: Varies INDIAN LUST R5: Leaking Underground Storage Tanks on Indian Land Leaking underground storage tanks located on Indian Land in Michigan, Minnesota and Wisconsin. Date of Government Version: 04/11/2022 Date Data Arrived at EDR: 06/13/2022 Date Made Active in Reports: 08/16/2022 Number of Days to Update: 64 Source: EPA, Region 5 Telephone: 312-886-7439 Last EDR Contact: 06/13/2022 Next Scheduled EDR Contact: 10/31/2022 Data Release Frequency: Varies INDIAN LUST R6: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in New Mexico and Oklahoma. Date of Government Version: 04/28/2022 Date Data Arrived at EDR: 06/13/2022 Date Made Active in Reports: 08/16/2022 Number of Days to Update: 64 Source: EPA Region 6 Telephone: 214-665-6597 Last EDR Contact: 06/13/2022 Next Scheduled EDR Contact: 10/31/2022 Data Release Frequency: Varies INDIAN LUST R4: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Florida, Mississippi and North Carolina. Date of Government Version: 06/02/2022 Date Data Arrived at EDR: 06/13/2022 Date Made Active in Reports: 08/31/2022 Number of Days to Update: 79 Source: EPA Region 4 Telephone: 404-562-8677 Last EDR Contact: 06/13/2022 Next Scheduled EDR Contact: 10/31/2022 Data Release Frequency: Varies INDIAN LUST R1: Leaking Underground Storage Tanks on Indian Land A listing of leaking underground storage tank locations on Indian Land. Date of Government Version: 04/28/2021 Date Data Arrived at EDR: 06/11/2021 Date Made Active in Reports: 09/07/2021 Number of Days to Update: 88 Source: EPA Region 1 Telephone: 617-918-1313 Last EDR Contact: 06/13/2022 Next Scheduled EDR Contact: 10/31/2022 Data Release Frequency: Varies TC7123398.2s Page GR-6 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 2395 INDIAN LUST R7: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Iowa, Kansas, and Nebraska Date of Government Version: 04/14/2022 Date Data Arrived at EDR: 06/13/2022 Date Made Active in Reports: 08/16/2022 Number of Days to Update: 64 Source: EPA Region 7 Telephone: 913-551-7003 Last EDR Contact: 06/13/2022 Next Scheduled EDR Contact: 10/31/2022 Data Release Frequency: Varies Lists of state and tribal registered storage tanks FEMA UST: Underground Storage Tank Listing A listing of all FEMA owned underground storage tanks. Date of Government Version: 10/14/2021 Date Data Arrived at EDR: 11/05/2021 Date Made Active in Reports: 02/01/2022 Number of Days to Update: 88 Source: FEMA Telephone: 202-646-5797 Last EDR Contact: 06/29/2022 Next Scheduled EDR Contact: 10/17/2022 Data Release Frequency: Varies FF TANKS: Federal Facilities Listing A listing of federal facilities with storage tanks. Date of Government Version: 06/21/2022 Date Data Arrived at EDR: 06/21/2022 Date Made Active in Reports: 09/06/2022 Number of Days to Update: 77 Source: Department of Environmental Protection Telephone: 850-245-8250 Last EDR Contact: 06/21/2022 Next Scheduled EDR Contact: 10/03/2022 Data Release Frequency: Quarterly UST: Storage Tank Facility Information Registered Underground Storage Tanks. UST’s are regulated under Subtitle I of the Resource Conservation and Recovery Act (RCRA) and must be registered with the state department responsible for administering the UST program. Available information varies by state program. Date of Government Version: 05/05/2022 Date Data Arrived at EDR: 05/06/2022 Date Made Active in Reports: 07/25/2022 Number of Days to Update: 80 Source: Department of Environmental Protection Telephone: 850-245-8839 Last EDR Contact: 07/19/2022 Next Scheduled EDR Contact: 11/07/2022 Data Release Frequency: Quarterly AST: Storage Tank Facility Information Registered Aboveground Storage Tanks. Date of Government Version: 05/05/2022 Date Data Arrived at EDR: 05/06/2022 Date Made Active in Reports: 07/25/2022 Number of Days to Update: 80 Source: Department of Environmental Protection Telephone: 850-245-8839 Last EDR Contact: 07/19/2022 Next Scheduled EDR Contact: 11/07/2022 Data Release Frequency: Quarterly INDIAN UST R4: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 4 (Alabama, Florida, Georgia, Kentucky, Mississippi, North Carolina, South Carolina, Tennessee and Tribal Nations) Date of Government Version: 06/02/2022 Date Data Arrived at EDR: 06/13/2022 Date Made Active in Reports: 08/31/2022 Number of Days to Update: 79 Source: EPA Region 4 Telephone: 404-562-9424 Last EDR Contact: 06/13/2022 Next Scheduled EDR Contact: 10/31/2022 Data Release Frequency: Varies TC7123398.2s Page GR-7 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 2396 INDIAN UST R9: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 9 (Arizona, California, Hawaii, Nevada, the Pacific Islands, and Tribal Nations). Date of Government Version: 04/08/2022 Date Data Arrived at EDR: 06/13/2022 Date Made Active in Reports: 08/16/2022 Number of Days to Update: 64 Source: EPA Region 9 Telephone: 415-972-3368 Last EDR Contact: 06/13/2022 Next Scheduled EDR Contact: 10/31/2022 Data Release Frequency: Varies INDIAN UST R8: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 8 (Colorado, Montana, North Dakota, South Dakota, Utah, Wyoming and 27 Tribal Nations). Date of Government Version: 04/20/2022 Date Data Arrived at EDR: 06/13/2022 Date Made Active in Reports: 08/16/2022 Number of Days to Update: 64 Source: EPA Region 8 Telephone: 303-312-6137 Last EDR Contact: 06/13/2022 Next Scheduled EDR Contact: 10/31/2022 Data Release Frequency: Varies INDIAN UST R7: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 7 (Iowa, Kansas, Missouri, Nebraska, and 9 Tribal Nations). Date of Government Version: 04/14/2022 Date Data Arrived at EDR: 06/13/2022 Date Made Active in Reports: 08/16/2022 Number of Days to Update: 64 Source: EPA Region 7 Telephone: 913-551-7003 Last EDR Contact: 06/13/2022 Next Scheduled EDR Contact: 10/31/2022 Data Release Frequency: Varies INDIAN UST R1: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 1 (Connecticut, Maine, Massachusetts, New Hampshire, Rhode Island, Vermont and ten Tribal Nations). Date of Government Version: 04/07/2022 Date Data Arrived at EDR: 06/13/2022 Date Made Active in Reports: 08/16/2022 Number of Days to Update: 64 Source: EPA, Region 1 Telephone: 617-918-1313 Last EDR Contact: 06/13/2022 Next Scheduled EDR Contact: 10/31/2022 Data Release Frequency: Varies INDIAN UST R5: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 5 (Michigan, Minnesota and Wisconsin and Tribal Nations). Date of Government Version: 04/11/2022 Date Data Arrived at EDR: 06/13/2022 Date Made Active in Reports: 08/16/2022 Number of Days to Update: 64 Source: EPA Region 5 Telephone: 312-886-6136 Last EDR Contact: 06/13/2022 Next Scheduled EDR Contact: 10/31/2022 Data Release Frequency: Varies INDIAN UST R6: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 6 (Louisiana, Arkansas, Oklahoma, New Mexico, Texas and 65 Tribes). Date of Government Version: 04/28/2022 Date Data Arrived at EDR: 06/13/2022 Date Made Active in Reports: 08/16/2022 Number of Days to Update: 64 Source: EPA Region 6 Telephone: 214-665-7591 Last EDR Contact: 06/13/2022 Next Scheduled EDR Contact: 10/31/2022 Data Release Frequency: Varies TC7123398.2s Page GR-8 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 2397 INDIAN UST R10: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 10 (Alaska, Idaho, Oregon, Washington, and Tribal Nations). Date of Government Version: 04/20/2022 Date Data Arrived at EDR: 06/13/2022 Date Made Active in Reports: 08/16/2022 Number of Days to Update: 64 Source: EPA Region 10 Telephone: 206-553-2857 Last EDR Contact: 06/13/2022 Next Scheduled EDR Contact: 10/31/2022 Data Release Frequency: Varies TANKS: Storage Tank Facility List This listing includes storage tank facilities that do not have tank information. The tanks have either be closed or removed from the site, but the facilities were still registered at some point in history. Date of Government Version: 05/05/2022 Date Data Arrived at EDR: 05/06/2022 Date Made Active in Reports: 07/25/2022 Number of Days to Update: 80 Source: Department of Environmental Protection Telephone: 850-245-8841 Last EDR Contact: 07/19/2022 Next Scheduled EDR Contact: 11/07/2022 Data Release Frequency: Quarterly State and tribal institutional control / engineering control registries ENG CONTROLS: Institutional Controls Registry The registry is a database of all contaminated sites in the state of Florida which are subject to engineering controls. Engineering Controls encompass a variety of engineered remedies to contain and/or reduce contamination, and/or physical barriers intended to limit access to property. ECs include fences, signs, guards, landfill caps, provision of potable water, slurry walls, sheet pile (vertical caps), pumping and treatment of groundwater, monitoring wells, and vapor extraction systems. Date of Government Version: 06/17/2022 Date Data Arrived at EDR: 06/27/2022 Date Made Active in Reports: 09/13/2022 Number of Days to Update: 78 Source: Department of Environmental Protection Telephone: 850-245-8927 Last EDR Contact: 06/27/2022 Next Scheduled EDR Contact: 10/10/2022 Data Release Frequency: Semi-Annually Inst Control: Institutional Controls Registry The registry is a database of all contaminated sites in the state of Florida which are subject to institutional and engineering controls. Date of Government Version: 06/17/2022 Date Data Arrived at EDR: 06/27/2022 Date Made Active in Reports: 09/13/2022 Number of Days to Update: 78 Source: Department of Environmental Protection Telephone: 850-245-8927 Last EDR Contact: 06/27/2022 Next Scheduled EDR Contact: 10/10/2022 Data Release Frequency: Semi-Annually Lists of state and tribal voluntary cleanup sites INDIAN VCP R1: Voluntary Cleanup Priority Listing A listing of voluntary cleanup priority sites located on Indian Land located in Region 1. Date of Government Version: 07/27/2015 Date Data Arrived at EDR: 09/29/2015 Date Made Active in Reports: 02/18/2016 Number of Days to Update: 142 Source: EPA, Region 1 Telephone: 617-918-1102 Last EDR Contact: 09/13/2022 Next Scheduled EDR Contact: 01/02/2023 Data Release Frequency: Varies INDIAN VCP R7: Voluntary Cleanup Priority Lisitng A listing of voluntary cleanup priority sites located on Indian Land located in Region 7. TC7123398.2s Page GR-9 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 2398 Date of Government Version: 03/20/2008 Date Data Arrived at EDR: 04/22/2008 Date Made Active in Reports: 05/19/2008 Number of Days to Update: 27 Source: EPA, Region 7 Telephone: 913-551-7365 Last EDR Contact: 07/08/2021 Next Scheduled EDR Contact: 07/20/2009 Data Release Frequency: Varies VCP: Voluntary Cleanup Sites Listing of closed and active voluntary cleanup sites. Date of Government Version: 04/12/2022 Date Data Arrived at EDR: 05/13/2022 Date Made Active in Reports: 05/31/2022 Number of Days to Update: 18 Source: Department of Environmental Protection Telephone: 850-245-8705 Last EDR Contact: 08/11/2022 Next Scheduled EDR Contact: 11/28/2022 Data Release Frequency: Varies Lists of state and tribal brownfield sites BROWNFIELDS AREAS: Brownfields Areas Database A "brownfield area" means a contiguous area of one or more brownfield sites, some of which may not be contaminated, that has been designated as such by a local government resolution. Such areas may include all or portions of community redevelopment areas, enterprise zones, empowerment zones, other such designated economically deprived communities and areas, and Environmental Protection Agency (EPA) designated brownfield pilot projects. This layer provides a polygon representation of the boundaries of these designated Brownfield Areas in Florida. Date of Government Version: 12/07/2021 Date Data Arrived at EDR: 06/27/2022 Date Made Active in Reports: 09/13/2022 Number of Days to Update: 78 Source: Department of Environmental Protection Telephone: 850-245-8934 Last EDR Contact: 06/27/2022 Next Scheduled EDR Contact: 10/10/2022 Data Release Frequency: Quarterly BROWNFIELDS: Brownfields Sites Database Brownfields are defined by the Florida Department of Environmental Protection (FDEP) as abandoned, idled, or underused industrial and commercial facilities where expansion or redevelopment is complicated by real or perceived environmental contamination. Date of Government Version: 01/11/2022 Date Data Arrived at EDR: 03/29/2022 Date Made Active in Reports: 06/23/2022 Number of Days to Update: 86 Source: Department of Environmental Protection Telephone: 850-245-8927 Last EDR Contact: 07/01/2022 Next Scheduled EDR Contact: 10/10/2022 Data Release Frequency: Semi-Annually BSRA: Brownfield Site Rehabilitation Agreements Listing The BSRA provides DEP and the public assurance that site rehabilitation will be conducted in accordance with Florida Statutes and DEP’s Contaminated Site Cleanup Criteria rule. In addition, the BSRA provides limited liability protection for the voluntary responsible party. The BSRA contains various commitments by the voluntary responsible party, including milestones for completion of site rehabilitation tasks and submittal of technical reports and plans. It also contains a commitment by DEP to review technical reports according to an agreed upon schedule. Only those brownfield sites with an executed BSRA are eligible to apply for a voluntary cleanup tax credit incentive pursuant to Section 376.30781, Florida Statutes. Date of Government Version: 02/28/2022 Date Data Arrived at EDR: 03/29/2022 Date Made Active in Reports: 06/23/2022 Number of Days to Update: 86 Source: Department of Environmental Protection Telephone: 850-245-8934 Last EDR Contact: 07/01/2022 Next Scheduled EDR Contact: 10/10/2022 Data Release Frequency: Varies ADDITIONAL ENVIRONMENTAL RECORDS Local Brownfield lists TC7123398.2s Page GR-10 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 2399 US BROWNFIELDS: A Listing of Brownfields Sites Brownfields are real property, the expansion, redevelopment, or reuse of which may be complicated by the presence or potential presence of a hazardous substance, pollutant, or contaminant. Cleaning up and reinvesting in these properties takes development pressures off of undeveloped, open land, and both improves and protects the environment. Assessment, Cleanup and Redevelopment Exchange System (ACRES) stores information reported by EPA Brownfields grant recipients on brownfields properties assessed or cleaned up with grant funding as well as information on Targeted Brownfields Assessments performed by EPA Regions. A listing of ACRES Brownfield sites is obtained from Cleanups in My Community. Cleanups in My Community provides information on Brownfields properties for which information is reported back to EPA, as well as areas served by Brownfields grant programs. Date of Government Version: 02/23/2022 Date Data Arrived at EDR: 03/10/2022 Date Made Active in Reports: 03/10/2022 Number of Days to Update: 0 Source: Environmental Protection Agency Telephone: 202-566-2777 Last EDR Contact: 09/09/2022 Next Scheduled EDR Contact: 12/26/2022 Data Release Frequency: Semi-Annually Local Lists of Landfill / Solid Waste Disposal Sites SWRCY: Recycling Centers A listing of recycling centers located in the state of Florida. Date of Government Version: 12/31/2020 Date Data Arrived at EDR: 01/19/2022 Date Made Active in Reports: 04/13/2022 Number of Days to Update: 84 Source: Department of Environmental Protection Telephone: 850-245-8718 Last EDR Contact: 07/07/2022 Next Scheduled EDR Contact: 10/24/2022 Data Release Frequency: Varies INDIAN ODI: Report on the Status of Open Dumps on Indian Lands Location of open dumps on Indian land. Date of Government Version: 12/31/1998 Date Data Arrived at EDR: 12/03/2007 Date Made Active in Reports: 01/24/2008 Number of Days to Update: 52 Source: Environmental Protection Agency Telephone: 703-308-8245 Last EDR Contact: 07/21/2022 Next Scheduled EDR Contact: 11/07/2022 Data Release Frequency: Varies DEBRIS REGION 9: Torres Martinez Reservation Illegal Dump Site Locations A listing of illegal dump sites location on the Torres Martinez Indian Reservation located in eastern Riverside County and northern Imperial County, California. Date of Government Version: 01/12/2009 Date Data Arrived at EDR: 05/07/2009 Date Made Active in Reports: 09/21/2009 Number of Days to Update: 137 Source: EPA, Region 9 Telephone: 415-947-4219 Last EDR Contact: 07/12/2022 Next Scheduled EDR Contact: 10/31/2022 Data Release Frequency: No Update Planned ODI: Open Dump Inventory An open dump is defined as a disposal facility that does not comply with one or more of the Part 257 or Part 258 Subtitle D Criteria. Date of Government Version: 06/30/1985 Date Data Arrived at EDR: 08/09/2004 Date Made Active in Reports: 09/17/2004 Number of Days to Update: 39 Source: Environmental Protection Agency Telephone: 800-424-9346 Last EDR Contact: 06/09/2004 Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned IHS OPEN DUMPS: Open Dumps on Indian Land A listing of all open dumps located on Indian Land in the United States. TC7123398.2s Page GR-11 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 2400 Date of Government Version: 04/01/2014 Date Data Arrived at EDR: 08/06/2014 Date Made Active in Reports: 01/29/2015 Number of Days to Update: 176 Source: Department of Health & Human Serivces, Indian Health Service Telephone: 301-443-1452 Last EDR Contact: 07/21/2022 Next Scheduled EDR Contact: 11/07/2022 Data Release Frequency: Varies Local Lists of Hazardous waste / Contaminated Sites US HIST CDL: National Clandestine Laboratory Register A listing of clandestine drug lab locations that have been removed from the DEAs National Clandestine Laboratory Register. Date of Government Version: 04/30/2022 Date Data Arrived at EDR: 05/24/2022 Date Made Active in Reports: 07/29/2022 Number of Days to Update: 66 Source: Drug Enforcement Administration Telephone: 202-307-1000 Last EDR Contact: 08/18/2022 Next Scheduled EDR Contact: 12/05/2022 Data Release Frequency: No Update Planned PRIORITYCLEANERS: Priority Ranking List The Florida Legislature has established a state-funded program to cleanup properties that are contaminated as a result of the operations of a drycleaning facility. Date of Government Version: 04/30/2022 Date Data Arrived at EDR: 05/12/2022 Date Made Active in Reports: 08/04/2022 Number of Days to Update: 84 Source: Department of Environmental Protection Telephone: 850-245-8927 Last EDR Contact: 08/08/2022 Next Scheduled EDR Contact: 11/21/2022 Data Release Frequency: Varies FL SITES: Sites List This summary status report was developed from a number of lists including the Eckhardt list, the Moffit list, the EPA Hazardous Waste Sites list, EPA’s Emergency & Remedial Response information System list (RCRA Section 3012) & existing department lists such as the obsolete uncontrolled Hazardous Waste Sites list. This list is no longer updated. Date of Government Version: 12/31/1989 Date Data Arrived at EDR: 05/09/1994 Date Made Active in Reports: 08/04/1994 Number of Days to Update: 87 Source: Department of Environmental Protection Telephone: 850-245-8705 Last EDR Contact: 03/24/1994 Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned US CDL: Clandestine Drug Labs A listing of clandestine drug lab locations. The U.S. Department of Justice ("the Department") provides this web site as a public service. It contains addresses of some locations where law enforcement agencies reported they found chemicals or other items that indicated the presence of either clandestine drug laboratories or dumpsites. In most cases, the source of the entries is not the Department, and the Department has not verified the entry and does not guarantee its accuracy. Members of the public must verify the accuracy of all entries by, for example, contacting local law enforcement and local health departments. Date of Government Version: 04/30/2022 Date Data Arrived at EDR: 05/24/2022 Date Made Active in Reports: 07/29/2022 Number of Days to Update: 66 Source: Drug Enforcement Administration Telephone: 202-307-1000 Last EDR Contact: 08/18/2022 Next Scheduled EDR Contact: 12/05/2022 Data Release Frequency: Quarterly AQUEOUS FOAM: Former Fire Training Facility Assessments Listing DEP has conducted initial environmental assessments related to the historic and current use of chemicals found in aqueous film forming foam (AFFF) at fire training facilities throughout Florida Date of Government Version: 02/11/2022 Date Data Arrived at EDR: 02/18/2022 Date Made Active in Reports: 05/11/2022 Number of Days to Update: 82 Source: Department of Environmental Protection Telephone: 850-245-8690 Last EDR Contact: 08/30/2022 Next Scheduled EDR Contact: 12/19/2022 Data Release Frequency: Varies TC7123398.2s Page GR-12 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 2401 PFAS: PFOS and PFOA stand for perfluorooctane sulfonate and perfluorooctanoic acid PFOS and PFOA stand for perfluorooctane sulfonate and perfluorooctanoic acid, respectively. Both are fluorinated organic chemicals, part of a larger family of compounds referred to as perfluoroalkyl substances (PFASs). Date of Government Version: 07/24/2022 Date Data Arrived at EDR: 07/25/2022 Date Made Active in Reports: 08/08/2022 Number of Days to Update: 14 Source: Department of Environmental Protection Telephone: 850-245-8690 Last EDR Contact: 07/19/2022 Next Scheduled EDR Contact: 11/07/2022 Data Release Frequency: Varies Local Land Records LIENS 2: CERCLA Lien Information A Federal CERCLA (’Superfund’) lien can exist by operation of law at any site or property at which EPA has spent Superfund monies. These monies are spent to investigate and address releases and threatened releases of contamination. CERCLIS provides information as to the identity of these sites and properties. Date of Government Version: 07/26/2022 Date Data Arrived at EDR: 08/02/2022 Date Made Active in Reports: 08/22/2022 Number of Days to Update: 20 Source: Environmental Protection Agency Telephone: 202-564-6023 Last EDR Contact: 09/01/2022 Next Scheduled EDR Contact: 10/10/2022 Data Release Frequency: Semi-Annually Records of Emergency Release Reports HMIRS: Hazardous Materials Information Reporting System Hazardous Materials Incident Report System. HMIRS contains hazardous material spill incidents reported to DOT. Date of Government Version: 03/21/2022 Date Data Arrived at EDR: 03/21/2022 Date Made Active in Reports: 06/14/2022 Number of Days to Update: 85 Source: U.S. Department of Transportation Telephone: 202-366-4555 Last EDR Contact: 09/19/2022 Next Scheduled EDR Contact: 01/02/2023 Data Release Frequency: Quarterly SPILLS: Oil and Hazardous Materials Incidents Statewide oil and hazardous materials inland incidents. Date of Government Version: 07/05/2022 Date Data Arrived at EDR: 07/06/2022 Date Made Active in Reports: 09/16/2022 Number of Days to Update: 72 Source: Department of Environmental Protection Telephone: 850-245-2010 Last EDR Contact: 07/05/2022 Next Scheduled EDR Contact: 10/17/2022 Data Release Frequency: Semi-Annually SPILLS 90: SPILLS90 data from FirstSearch Spills 90 includes those spill and release records available exclusively from FirstSearch databases. Typically, they may include chemical, oil and/or hazardous substance spills recorded after 1990. Duplicate records that are already included in EDR incident and release records are not included in Spills 90. Date of Government Version: 12/10/2012 Date Data Arrived at EDR: 01/03/2013 Date Made Active in Reports: 03/04/2013 Number of Days to Update: 60 Source: FirstSearch Telephone: N/A Last EDR Contact: 01/03/2013 Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned SPILLS 80: SPILLS80 data from FirstSearch Spills 80 includes those spill and release records available from FirstSearch databases prior to 1990. Typically, they may include chemical, oil and/or hazardous substance spills recorded before 1990. Duplicate records that are already included in EDR incident and release records are not included in Spills 80. TC7123398.2s Page GR-13 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 2402 Date of Government Version: 09/01/2001 Date Data Arrived at EDR: 01/03/2013 Date Made Active in Reports: 03/06/2013 Number of Days to Update: 62 Source: FirstSearch Telephone: N/A Last EDR Contact: 01/03/2013 Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned Other Ascertainable Records RCRA NonGen / NLR: RCRA - Non Generators / No Longer Regulated RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Non-Generators do not presently generate hazardous waste. Date of Government Version: 06/20/2022 Date Data Arrived at EDR: 06/21/2022 Date Made Active in Reports: 06/28/2022 Number of Days to Update: 7 Source: Environmental Protection Agency Telephone: (404) 562-8651 Last EDR Contact: 09/19/2022 Next Scheduled EDR Contact: 01/02/2023 Data Release Frequency: Quarterly FUDS: Formerly Used Defense Sites The listing includes locations of Formerly Used Defense Sites properties where the US Army Corps of Engineers is actively working or will take necessary cleanup actions. Date of Government Version: 05/11/2022 Date Data Arrived at EDR: 05/17/2022 Date Made Active in Reports: 07/29/2022 Number of Days to Update: 73 Source: U.S. Army Corps of Engineers Telephone: 202-528-4285 Last EDR Contact: 08/11/2022 Next Scheduled EDR Contact: 11/28/2022 Data Release Frequency: Varies DOD: Department of Defense Sites This data set consists of federally owned or administered lands, administered by the Department of Defense, that have any area equal to or greater than 640 acres of the United States, Puerto Rico, and the U.S. Virgin Islands. Date of Government Version: 06/07/2021 Date Data Arrived at EDR: 07/13/2021 Date Made Active in Reports: 03/09/2022 Number of Days to Update: 239 Source: USGS Telephone: 888-275-8747 Last EDR Contact: 07/13/2022 Next Scheduled EDR Contact: 10/24/2022 Data Release Frequency: Varies FEDLAND: Federal and Indian Lands Federally and Indian administrated lands of the United States. Lands included are administrated by: Army Corps of Engineers, Bureau of Reclamation, National Wild and Scenic River, National Wildlife Refuge, Public Domain Land, Wilderness, Wilderness Study Area, Wildlife Management Area, Bureau of Indian Affairs, Bureau of Land Management, Department of Justice, Forest Service, Fish and Wildlife Service, National Park Service. Date of Government Version: 04/02/2018 Date Data Arrived at EDR: 04/11/2018 Date Made Active in Reports: 11/06/2019 Number of Days to Update: 574 Source: U.S. Geological Survey Telephone: 888-275-8747 Last EDR Contact: 07/08/2022 Next Scheduled EDR Contact: 10/17/2022 Data Release Frequency: N/A SCRD DRYCLEANERS: State Coalition for Remediation of Drycleaners Listing The State Coalition for Remediation of Drycleaners was established in 1998, with support from the U.S. EPA Office of Superfund Remediation and Technology Innovation. It is comprised of representatives of states with established drycleaner remediation programs. Currently the member states are Alabama, Connecticut, Florida, Illinois, Kansas, Minnesota, Missouri, North Carolina, Oregon, South Carolina, Tennessee, Texas, and Wisconsin. TC7123398.2s Page GR-14 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 2403 Date of Government Version: 01/01/2017 Date Data Arrived at EDR: 02/03/2017 Date Made Active in Reports: 04/07/2017 Number of Days to Update: 63 Source: Environmental Protection Agency Telephone: 615-532-8599 Last EDR Contact: 08/03/2022 Next Scheduled EDR Contact: 11/21/2022 Data Release Frequency: Varies US FIN ASSUR: Financial Assurance Information All owners and operators of facilities that treat, store, or dispose of hazardous waste are required to provide proof that they will have sufficient funds to pay for the clean up, closure, and post-closure care of their facilities. Date of Government Version: 06/20/2022 Date Data Arrived at EDR: 06/21/2022 Date Made Active in Reports: 08/31/2022 Number of Days to Update: 71 Source: Environmental Protection Agency Telephone: 202-566-1917 Last EDR Contact: 06/21/2022 Next Scheduled EDR Contact: 10/03/2022 Data Release Frequency: Quarterly EPA WATCH LIST: EPA WATCH LIST EPA maintains a "Watch List" to facilitate dialogue between EPA, state and local environmental agencies on enforcement matters relating to facilities with alleged violations identified as either significant or high priority. Being on the Watch List does not mean that the facility has actually violated the law only that an investigation by EPA or a state or local environmental agency has led those organizations to allege that an unproven violation has in fact occurred. Being on the Watch List does not represent a higher level of concern regarding the alleged violations that were detected, but instead indicates cases requiring additional dialogue between EPA, state and local agencies - primarily because of the length of time the alleged violation has gone unaddressed or unresolved. Date of Government Version: 08/30/2013 Date Data Arrived at EDR: 03/21/2014 Date Made Active in Reports: 06/17/2014 Number of Days to Update: 88 Source: Environmental Protection Agency Telephone: 617-520-3000 Last EDR Contact: 07/29/2022 Next Scheduled EDR Contact: 11/14/2022 Data Release Frequency: Quarterly 2020 COR ACTION: 2020 Corrective Action Program List The EPA has set ambitious goals for the RCRA Corrective Action program by creating the 2020 Corrective Action Universe. This RCRA cleanup baseline includes facilities expected to need corrective action. The 2020 universe contains a wide variety of sites. Some properties are heavily contaminated while others were contaminated but have since been cleaned up. Still others have not been fully investigated yet, and may require little or no remediation. Inclusion in the 2020 Universe does not necessarily imply failure on the part of a facility to meet its RCRA obligations. Date of Government Version: 09/30/2017 Date Data Arrived at EDR: 05/08/2018 Date Made Active in Reports: 07/20/2018 Number of Days to Update: 73 Source: Environmental Protection Agency Telephone: 703-308-4044 Last EDR Contact: 08/04/2022 Next Scheduled EDR Contact: 11/14/2022 Data Release Frequency: Varies TSCA: Toxic Substances Control Act Toxic Substances Control Act. TSCA identifies manufacturers and importers of chemical substances included on the TSCA Chemical Substance Inventory list. It includes data on the production volume of these substances by plant site. Date of Government Version: 12/31/2016 Date Data Arrived at EDR: 06/17/2020 Date Made Active in Reports: 09/10/2020 Number of Days to Update: 85 Source: EPA Telephone: 202-260-5521 Last EDR Contact: 09/12/2022 Next Scheduled EDR Contact: 12/26/2022 Data Release Frequency: Every 4 Years TRIS: Toxic Chemical Release Inventory System Toxic Release Inventory System. TRIS identifies facilities which release toxic chemicals to the air, water and land in reportable quantities under SARA Title III Section 313. TC7123398.2s Page GR-15 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 2404 Date of Government Version: 12/31/2018 Date Data Arrived at EDR: 08/14/2020 Date Made Active in Reports: 11/04/2020 Number of Days to Update: 82 Source: EPA Telephone: 202-566-0250 Last EDR Contact: 08/11/2022 Next Scheduled EDR Contact: 11/28/2022 Data Release Frequency: Annually SSTS: Section 7 Tracking Systems Section 7 of the Federal Insecticide, Fungicide and Rodenticide Act, as amended (92 Stat. 829) requires all registered pesticide-producing establishments to submit a report to the Environmental Protection Agency by March 1st each year. Each establishment must report the types and amounts of pesticides, active ingredients and devices being produced, and those having been produced and sold or distributed in the past year. Date of Government Version: 07/18/2022 Date Data Arrived at EDR: 07/18/2022 Date Made Active in Reports: 07/29/2022 Number of Days to Update: 11 Source: EPA Telephone: 202-564-4203 Last EDR Contact: 07/18/2022 Next Scheduled EDR Contact: 10/31/2022 Data Release Frequency: Annually ROD: Records Of Decision Record of Decision. ROD documents mandate a permanent remedy at an NPL (Superfund) site containing technical and health information to aid in the cleanup. Date of Government Version: 07/26/2022 Date Data Arrived at EDR: 08/02/2022 Date Made Active in Reports: 08/22/2022 Number of Days to Update: 20 Source: EPA Telephone: 703-416-0223 Last EDR Contact: 09/01/2022 Next Scheduled EDR Contact: 12/12/2022 Data Release Frequency: Annually RMP: Risk Management Plans When Congress passed the Clean Air Act Amendments of 1990, it required EPA to publish regulations and guidance for chemical accident prevention at facilities using extremely hazardous substances. The Risk Management Program Rule (RMP Rule) was written to implement Section 112(r) of these amendments. The rule, which built upon existing industry codes and standards, requires companies of all sizes that use certain flammable and toxic substances to develop a Risk Management Program, which includes a(n): Hazard assessment that details the potential effects of an accidental release, an accident history of the last five years, and an evaluation of worst-case and alternative accidental releases; Prevention program that includes safety precautions and maintenance, monitoring, and employee training measures; and Emergency response program that spells out emergency health care, employee training measures and procedures for informing the public and response agencies (e.g the fire department) should an accident occur. Date of Government Version: 04/27/2022 Date Data Arrived at EDR: 05/04/2022 Date Made Active in Reports: 05/10/2022 Number of Days to Update: 6 Source: Environmental Protection Agency Telephone: 202-564-8600 Last EDR Contact: 07/14/2022 Next Scheduled EDR Contact: 10/31/2022 Data Release Frequency: Varies RAATS: RCRA Administrative Action Tracking System RCRA Administration Action Tracking System. RAATS contains records based on enforcement actions issued under RCRA pertaining to major violators and includes administrative and civil actions brought by the EPA. For administration actions after September 30, 1995, data entry in the RAATS database was discontinued. EPA will retain a copy of the database for historical records. It was necessary to terminate RAATS because a decrease in agency resources made it impossible to continue to update the information contained in the database. Date of Government Version: 04/17/1995 Date Data Arrived at EDR: 07/03/1995 Date Made Active in Reports: 08/07/1995 Number of Days to Update: 35 Source: EPA Telephone: 202-564-4104 Last EDR Contact: 06/02/2008 Next Scheduled EDR Contact: 09/01/2008 Data Release Frequency: No Update Planned TC7123398.2s Page GR-16 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 2405 PRP: Potentially Responsible Parties A listing of verified Potentially Responsible Parties Date of Government Version: 07/26/2022 Date Data Arrived at EDR: 08/02/2022 Date Made Active in Reports: 08/31/2022 Number of Days to Update: 29 Source: EPA Telephone: 202-564-6023 Last EDR Contact: 09/01/2022 Next Scheduled EDR Contact: 11/14/2022 Data Release Frequency: Quarterly PADS: PCB Activity Database System PCB Activity Database. PADS Identifies generators, transporters, commercial storers and/or brokers and disposers of PCB’s who are required to notify the EPA of such activities. Date of Government Version: 01/20/2022 Date Data Arrived at EDR: 01/20/2022 Date Made Active in Reports: 03/25/2022 Number of Days to Update: 64 Source: EPA Telephone: 202-566-0500 Last EDR Contact: 07/08/2022 Next Scheduled EDR Contact: 10/17/2022 Data Release Frequency: Annually ICIS: Integrated Compliance Information System The Integrated Compliance Information System (ICIS) supports the information needs of the national enforcement and compliance program as well as the unique needs of the National Pollutant Discharge Elimination System (NPDES) program. Date of Government Version: 11/18/2016 Date Data Arrived at EDR: 11/23/2016 Date Made Active in Reports: 02/10/2017 Number of Days to Update: 79 Source: Environmental Protection Agency Telephone: 202-564-2501 Last EDR Contact: 06/28/2022 Next Scheduled EDR Contact: 10/17/2022 Data Release Frequency: Quarterly FTTS: FIFRA/ TSCA Tracking System - FIFRA (Federal Insecticide, Fungicide, & Rodenticide Act)/TSCA (Toxic Substances Control Act) FTTS tracks administrative cases and pesticide enforcement actions and compliance activities related to FIFRA, TSCA and EPCRA (Emergency Planning and Community Right-to-Know Act). To maintain currency, EDR contacts the Agency on a quarterly basis. Date of Government Version: 04/09/2009 Date Data Arrived at EDR: 04/16/2009 Date Made Active in Reports: 05/11/2009 Number of Days to Update: 25 Source: EPA/Office of Prevention, Pesticides and Toxic Substances Telephone: 202-566-1667 Last EDR Contact: 08/18/2017 Next Scheduled EDR Contact: 12/04/2017 Data Release Frequency: No Update Planned FTTS INSP: FIFRA/ TSCA Tracking System - FIFRA (Federal Insecticide, Fungicide, & Rodenticide Act)/TSCA (Toxic Substances Control Act) A listing of FIFRA/TSCA Tracking System (FTTS) inspections and enforcements. Date of Government Version: 04/09/2009 Date Data Arrived at EDR: 04/16/2009 Date Made Active in Reports: 05/11/2009 Number of Days to Update: 25 Source: EPA Telephone: 202-566-1667 Last EDR Contact: 08/18/2017 Next Scheduled EDR Contact: 12/04/2017 Data Release Frequency: No Update Planned MLTS: Material Licensing Tracking System MLTS is maintained by the Nuclear Regulatory Commission and contains a list of approximately 8,100 sites which possess or use radioactive materials and which are subject to NRC licensing requirements. To maintain currency, EDR contacts the Agency on a quarterly basis. Date of Government Version: 06/10/2022 Date Data Arrived at EDR: 06/14/2022 Date Made Active in Reports: 08/22/2022 Number of Days to Update: 69 Source: Nuclear Regulatory Commission Telephone: 301-415-7169 Last EDR Contact: 07/13/2022 Next Scheduled EDR Contact: 10/31/2022 Data Release Frequency: Quarterly TC7123398.2s Page GR-17 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 2406 COAL ASH DOE: Steam-Electric Plant Operation Data A listing of power plants that store ash in surface ponds. Date of Government Version: 12/31/2020 Date Data Arrived at EDR: 11/30/2021 Date Made Active in Reports: 02/22/2022 Number of Days to Update: 84 Source: Department of Energy Telephone: 202-586-8719 Last EDR Contact: 08/25/2022 Next Scheduled EDR Contact: 12/12/2022 Data Release Frequency: Varies COAL ASH EPA: Coal Combustion Residues Surface Impoundments List A listing of coal combustion residues surface impoundments with high hazard potential ratings. Date of Government Version: 01/12/2017 Date Data Arrived at EDR: 03/05/2019 Date Made Active in Reports: 11/11/2019 Number of Days to Update: 251 Source: Environmental Protection Agency Telephone: N/A Last EDR Contact: 08/25/2022 Next Scheduled EDR Contact: 12/12/2022 Data Release Frequency: Varies PCB TRANSFORMER: PCB Transformer Registration Database The database of PCB transformer registrations that includes all PCB registration submittals. Date of Government Version: 09/13/2019 Date Data Arrived at EDR: 11/06/2019 Date Made Active in Reports: 02/10/2020 Number of Days to Update: 96 Source: Environmental Protection Agency Telephone: 202-566-0517 Last EDR Contact: 08/04/2022 Next Scheduled EDR Contact: 11/14/2022 Data Release Frequency: Varies RADINFO: Radiation Information Database The Radiation Information Database (RADINFO) contains information about facilities that are regulated by U.S. Environmental Protection Agency (EPA) regulations for radiation and radioactivity. Date of Government Version: 07/01/2019 Date Data Arrived at EDR: 07/01/2019 Date Made Active in Reports: 09/23/2019 Number of Days to Update: 84 Source: Environmental Protection Agency Telephone: 202-343-9775 Last EDR Contact: 06/23/2022 Next Scheduled EDR Contact: 10/10/2022 Data Release Frequency: Quarterly HIST FTTS: FIFRA/TSCA Tracking System Administrative Case Listing A complete administrative case listing from the FIFRA/TSCA Tracking System (FTTS) for all ten EPA regions. The information was obtained from the National Compliance Database (NCDB). NCDB supports the implementation of FIFRA (Federal Insecticide, Fungicide, and Rodenticide Act) and TSCA (Toxic Substances Control Act). Some EPA regions are now closing out records. Because of that, and the fact that some EPA regions are not providing EPA Headquarters with updated records, it was decided to create a HIST FTTS database. It included records that may not be included in the newer FTTS database updates. This database is no longer updated. Date of Government Version: 10/19/2006 Date Data Arrived at EDR: 03/01/2007 Date Made Active in Reports: 04/10/2007 Number of Days to Update: 40 Source: Environmental Protection Agency Telephone: 202-564-2501 Last EDR Contact: 12/17/2007 Next Scheduled EDR Contact: 03/17/2008 Data Release Frequency: No Update Planned HIST FTTS INSP: FIFRA/TSCA Tracking System Inspection & Enforcement Case Listing A complete inspection and enforcement case listing from the FIFRA/TSCA Tracking System (FTTS) for all ten EPA regions. The information was obtained from the National Compliance Database (NCDB). NCDB supports the implementation of FIFRA (Federal Insecticide, Fungicide, and Rodenticide Act) and TSCA (Toxic Substances Control Act). Some EPA regions are now closing out records. Because of that, and the fact that some EPA regions are not providing EPA Headquarters with updated records, it was decided to create a HIST FTTS database. It included records that may not be included in the newer FTTS database updates. This database is no longer updated. TC7123398.2s Page GR-18 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 2407 Date of Government Version: 10/19/2006 Date Data Arrived at EDR: 03/01/2007 Date Made Active in Reports: 04/10/2007 Number of Days to Update: 40 Source: Environmental Protection Agency Telephone: 202-564-2501 Last EDR Contact: 12/17/2008 Next Scheduled EDR Contact: 03/17/2008 Data Release Frequency: No Update Planned DOT OPS: Incident and Accident Data Department of Transporation, Office of Pipeline Safety Incident and Accident data. Date of Government Version: 01/02/2020 Date Data Arrived at EDR: 01/28/2020 Date Made Active in Reports: 04/17/2020 Number of Days to Update: 80 Source: Department of Transporation, Office of Pipeline Safety Telephone: 202-366-4595 Last EDR Contact: 07/21/2022 Next Scheduled EDR Contact: 11/07/2022 Data Release Frequency: Quarterly CONSENT: Superfund (CERCLA) Consent Decrees Major legal settlements that establish responsibility and standards for cleanup at NPL (Superfund) sites. Released periodically by United States District Courts after settlement by parties to litigation matters. Date of Government Version: 03/31/2022 Date Data Arrived at EDR: 04/14/2022 Date Made Active in Reports: 07/12/2022 Number of Days to Update: 89 Source: Department of Justice, Consent Decree Library Telephone: Varies Last EDR Contact: 06/29/2022 Next Scheduled EDR Contact: 10/17/2022 Data Release Frequency: Varies BRS: Biennial Reporting System The Biennial Reporting System is a national system administered by the EPA that collects data on the generation and management of hazardous waste. BRS captures detailed data from two groups: Large Quantity Generators (LQG) and Treatment, Storage, and Disposal Facilities. Date of Government Version: 12/31/2019 Date Data Arrived at EDR: 03/02/2022 Date Made Active in Reports: 03/25/2022 Number of Days to Update: 23 Source: EPA/NTIS Telephone: 800-424-9346 Last EDR Contact: 09/19/2022 Next Scheduled EDR Contact: 01/02/2023 Data Release Frequency: Biennially INDIAN RESERV: Indian Reservations This map layer portrays Indian administered lands of the United States that have any area equal to or greater than 640 acres. Date of Government Version: 12/31/2014 Date Data Arrived at EDR: 07/14/2015 Date Made Active in Reports: 01/10/2017 Number of Days to Update: 546 Source: USGS Telephone: 202-208-3710 Last EDR Contact: 07/08/2022 Next Scheduled EDR Contact: 10/17/2022 Data Release Frequency: Semi-Annually FUSRAP: Formerly Utilized Sites Remedial Action Program DOE established the Formerly Utilized Sites Remedial Action Program (FUSRAP) in 1974 to remediate sites where radioactive contamination remained from Manhattan Project and early U.S. Atomic Energy Commission (AEC) operations. Date of Government Version: 07/26/2021 Date Data Arrived at EDR: 07/27/2021 Date Made Active in Reports: 10/22/2021 Number of Days to Update: 87 Source: Department of Energy Telephone: 202-586-3559 Last EDR Contact: 07/26/2022 Next Scheduled EDR Contact: 11/14/2022 Data Release Frequency: Varies UMTRA: Uranium Mill Tailings Sites Uranium ore was mined by private companies for federal government use in national defense programs. When the mills shut down, large piles of the sand-like material (mill tailings) remain after uranium has been extracted from the ore. Levels of human exposure to radioactive materials from the piles are low; however, in some cases tailings were used as construction materials before the potential health hazards of the tailings were recognized. TC7123398.2s Page GR-19 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 2408 Date of Government Version: 08/30/2019 Date Data Arrived at EDR: 11/15/2019 Date Made Active in Reports: 01/28/2020 Number of Days to Update: 74 Source: Department of Energy Telephone: 505-845-0011 Last EDR Contact: 08/24/2022 Next Scheduled EDR Contact: 11/28/2022 Data Release Frequency: Varies LEAD SMELTER 1: Lead Smelter Sites A listing of former lead smelter site locations. Date of Government Version: 07/26/2022 Date Data Arrived at EDR: 08/02/2022 Date Made Active in Reports: 08/22/2022 Number of Days to Update: 20 Source: Environmental Protection Agency Telephone: 703-603-8787 Last EDR Contact: 09/01/2022 Next Scheduled EDR Contact: 10/10/2022 Data Release Frequency: Varies LEAD SMELTER 2: Lead Smelter Sites A list of several hundred sites in the U.S. where secondary lead smelting was done from 1931and 1964. These sites may pose a threat to public health through ingestion or inhalation of contaminated soil or dust Date of Government Version: 04/05/2001 Date Data Arrived at EDR: 10/27/2010 Date Made Active in Reports: 12/02/2010 Number of Days to Update: 36 Source: American Journal of Public Health Telephone: 703-305-6451 Last EDR Contact: 12/02/2009 Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned US AIRS (AFS): Aerometric Information Retrieval System Facility Subsystem (AFS) The database is a sub-system of Aerometric Information Retrieval System (AIRS). AFS contains compliance data on air pollution point sources regulated by the U.S. EPA and/or state and local air regulatory agencies. This information comes from source reports by various stationary sources of air pollution, such as electric power plants, steel mills, factories, and universities, and provides information about the air pollutants they produce. Action, air program, air program pollutant, and general level plant data. It is used to track emissions and compliance data from industrial plants. Date of Government Version: 10/12/2016 Date Data Arrived at EDR: 10/26/2016 Date Made Active in Reports: 02/03/2017 Number of Days to Update: 100 Source: EPA Telephone: 202-564-2496 Last EDR Contact: 09/26/2017 Next Scheduled EDR Contact: 01/08/2018 Data Release Frequency: Annually US AIRS MINOR: Air Facility System Data A listing of minor source facilities. Date of Government Version: 10/12/2016 Date Data Arrived at EDR: 10/26/2016 Date Made Active in Reports: 02/03/2017 Number of Days to Update: 100 Source: EPA Telephone: 202-564-2496 Last EDR Contact: 09/26/2017 Next Scheduled EDR Contact: 01/08/2018 Data Release Frequency: Annually US MINES: Mines Master Index File Contains all mine identification numbers issued for mines active or opened since 1971. The data also includes violation information. Date of Government Version: 08/03/2022 Date Data Arrived at EDR: 08/17/2022 Date Made Active in Reports: 08/31/2022 Number of Days to Update: 14 Source: Department of Labor, Mine Safety and Health Administration Telephone: 303-231-5959 Last EDR Contact: 08/17/2022 Next Scheduled EDR Contact: 12/05/2022 Data Release Frequency: Semi-Annually MINES VIOLATIONS: MSHA Violation Assessment Data Mines violation and assessment information. Department of Labor, Mine Safety & Health Administration. TC7123398.2s Page GR-20 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 2409 Date of Government Version: 03/21/2022 Date Data Arrived at EDR: 03/22/2022 Date Made Active in Reports: 03/25/2022 Number of Days to Update: 3 Source: DOL, Mine Safety & Health Admi Telephone: 202-693-9424 Last EDR Contact: 08/02/2022 Next Scheduled EDR Contact: 12/12/2022 Data Release Frequency: Quarterly US MINES 2: Ferrous and Nonferrous Metal Mines Database Listing This map layer includes ferrous (ferrous metal mines are facilities that extract ferrous metals, such as iron ore or molybdenum) and nonferrous (Nonferrous metal mines are facilities that extract nonferrous metals, such as gold, silver, copper, zinc, and lead) metal mines in the United States. Date of Government Version: 05/06/2020 Date Data Arrived at EDR: 05/27/2020 Date Made Active in Reports: 08/13/2020 Number of Days to Update: 78 Source: USGS Telephone: 703-648-7709 Last EDR Contact: 08/17/2022 Next Scheduled EDR Contact: 12/05/2022 Data Release Frequency: Varies US MINES 3: Active Mines & Mineral Plants Database Listing Active Mines and Mineral Processing Plant operations for commodities monitored by the Minerals Information Team of the USGS. Date of Government Version: 04/14/2011 Date Data Arrived at EDR: 06/08/2011 Date Made Active in Reports: 09/13/2011 Number of Days to Update: 97 Source: USGS Telephone: 703-648-7709 Last EDR Contact: 08/17/2022 Next Scheduled EDR Contact: 12/05/2022 Data Release Frequency: Varies ABANDONED MINES: Abandoned Mines An inventory of land and water impacted by past mining (primarily coal mining) is maintained by OSMRE to provide information needed to implement the Surface Mining Control and Reclamation Act of 1977 (SMCRA). The inventory contains information on the location, type, and extent of AML impacts, as well as, information on the cost associated with the reclamation of those problems. The inventory is based upon field surveys by State, Tribal, and OSMRE program officials. It is dynamic to the extent that it is modified as new problems are identified and existing problems are reclaimed. Date of Government Version: 06/14/2022 Date Data Arrived at EDR: 06/15/2022 Date Made Active in Reports: 08/22/2022 Number of Days to Update: 68 Source: Department of Interior Telephone: 202-208-2609 Last EDR Contact: 09/13/2022 Next Scheduled EDR Contact: 12/19/2022 Data Release Frequency: Quarterly FINDS: Facility Index System/Facility Registry System Facility Index System. FINDS contains both facility information and ’pointers’ to other sources that contain more detail. EDR includes the following FINDS databases in this report: PCS (Permit Compliance System), AIRS (Aerometric Information Retrieval System), DOCKET (Enforcement Docket used to manage and track information on civil judicial enforcement cases for all environmental statutes), FURS (Federal Underground Injection Control), C-DOCKET (Criminal Docket System used to track criminal enforcement actions for all environmental statutes), FFIS (Federal Facilities Information System), STATE (State Environmental Laws and Statutes), and PADS (PCB Activity Data System). Date of Government Version: 05/13/2022 Date Data Arrived at EDR: 05/18/2022 Date Made Active in Reports: 05/31/2022 Number of Days to Update: 13 Source: EPA Telephone: (404) 562-9900 Last EDR Contact: 08/25/2022 Next Scheduled EDR Contact: 12/12/2022 Data Release Frequency: Quarterly DOCKET HWC: Hazardous Waste Compliance Docket Listing A complete list of the Federal Agency Hazardous Waste Compliance Docket Facilities. Date of Government Version: 05/06/2021 Date Data Arrived at EDR: 05/21/2021 Date Made Active in Reports: 08/11/2021 Number of Days to Update: 82 Source: Environmental Protection Agency Telephone: 202-564-0527 Last EDR Contact: 08/22/2022 Next Scheduled EDR Contact: 12/05/2022 Data Release Frequency: Varies TC7123398.2s Page GR-21 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 2410 ECHO: Enforcement & Compliance History Information ECHO provides integrated compliance and enforcement information for about 800,000 regulated facilities nationwide. Date of Government Version: 04/02/2022 Date Data Arrived at EDR: 04/05/2022 Date Made Active in Reports: 06/28/2022 Number of Days to Update: 84 Source: Environmental Protection Agency Telephone: 202-564-2280 Last EDR Contact: 07/01/2022 Next Scheduled EDR Contact: 10/17/2022 Data Release Frequency: Quarterly UXO: Unexploded Ordnance Sites A listing of unexploded ordnance site locations Date of Government Version: 12/31/2020 Date Data Arrived at EDR: 01/11/2022 Date Made Active in Reports: 02/14/2022 Number of Days to Update: 34 Source: Department of Defense Telephone: 703-704-1564 Last EDR Contact: 07/07/2022 Next Scheduled EDR Contact: 10/24/2022 Data Release Frequency: Varies FUELS PROGRAM: EPA Fuels Program Registered Listing This listing includes facilities that are registered under the Part 80 (Code of Federal Regulations) EPA Fuels Programs. All companies now are required to submit new and updated registrations. Date of Government Version: 05/16/2022 Date Data Arrived at EDR: 05/17/2022 Date Made Active in Reports: 07/29/2022 Number of Days to Update: 73 Source: EPA Telephone: 800-385-6164 Last EDR Contact: 08/11/2022 Next Scheduled EDR Contact: 11/28/2022 Data Release Frequency: Quarterly AIRS: Permitted Facilities Listing A listing of Air Resources Management permits. Date of Government Version: 04/22/2022 Date Data Arrived at EDR: 04/26/2022 Date Made Active in Reports: 07/20/2022 Number of Days to Update: 85 Source: Department of Environmental Protection Telephone: 850-921-9558 Last EDR Contact: 07/14/2022 Next Scheduled EDR Contact: 11/07/2022 Data Release Frequency: Varies ASBESTOS: Asbestos Notification Listing Asbestos sites Date of Government Version: 05/16/2022 Date Data Arrived at EDR: 05/17/2022 Date Made Active in Reports: 08/03/2022 Number of Days to Update: 78 Source: Department of Environmental Protection Telephone: 850-717-9086 Last EDR Contact: 08/09/2022 Next Scheduled EDR Contact: 11/28/2022 Data Release Frequency: Varies CLEANUP SITES: DEP Cleanup Sites - Contamination Locator Map Listing This listing includes the locations of waste cleanup sites from various programs. The source of the cleanup site data includes Hazardous Waste programs, Site Investigation Section, Compliance and Enforcement Tracking, Drycleaning State Funded Cleanup Program (possibly other state funded cleanup), Storage Tank Contamination Monitoring. Date of Government Version: 08/22/2022 Date Data Arrived at EDR: 08/22/2022 Date Made Active in Reports: 09/13/2022 Number of Days to Update: 22 Source: Department of Environmental Protection Telephone: 866-282-0787 Last EDR Contact: 08/22/2022 Next Scheduled EDR Contact: 12/05/2022 Data Release Frequency: Quarterly DEDB: Ethylene Dibromide Database Results Ethylene dibromide (EDB), a soil fumigant, that has been detected in drinking water wells. The amount found exceeds the maximum contaminant level as stated in Chapter 62-550 or 520. It is a potential threat to public health when present in drinking water. TC7123398.2s Page GR-22 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 2411 Date of Government Version: 06/13/2022 Date Data Arrived at EDR: 06/13/2022 Date Made Active in Reports: 06/27/2022 Number of Days to Update: 14 Source: Department of Environmental Protection Telephone: 850-245-8335 Last EDR Contact: 09/07/2022 Next Scheduled EDR Contact: 12/26/2022 Data Release Frequency: Varies DRYCLEANERS: Drycleaning Facilities The Drycleaners database, maintained by the Department of Environmental Protection, provides information about permitted dry cleaner facilities. Date of Government Version: 04/18/2022 Date Data Arrived at EDR: 04/19/2022 Date Made Active in Reports: 07/12/2022 Number of Days to Update: 84 Source: Department of Environmental Protection Telephone: 850-245-8927 Last EDR Contact: 07/19/2022 Next Scheduled EDR Contact: 10/31/2022 Data Release Frequency: Semi-Annually DWM CONTAM: DWM CONTAMINATED SITES A listing of active or known sites. The listing includes sites that need cleanup but are not actively being working on because the agency currently does not have funding (primarily petroleum and drycleaning). Date of Government Version: 11/30/2021 Date Data Arrived at EDR: 01/04/2022 Date Made Active in Reports: 03/21/2022 Number of Days to Update: 76 Source: Department of Environmental Protection Telephone: 850-245-7503 Last EDR Contact: 07/05/2022 Next Scheduled EDR Contact: 10/17/2022 Data Release Frequency: Varies Financial Assurance 1: Financial Assurance Information Listing A list of hazardous waste facilities required to provide financial assurance under RCRA. Date of Government Version: 04/03/2022 Date Data Arrived at EDR: 04/26/2022 Date Made Active in Reports: 07/14/2022 Number of Days to Update: 79 Source: Department of Environmental Protection Telephone: 850-245-8793 Last EDR Contact: 07/25/2022 Next Scheduled EDR Contact: 11/07/2022 Data Release Frequency: Semi-Annually Financial Assurance 2: Financial Assurance Information Listing A listing of financial assurance information for solid waste facilities. Date of Government Version: 04/03/2022 Date Data Arrived at EDR: 04/26/2022 Date Made Active in Reports: 07/14/2022 Number of Days to Update: 79 Source: Department of Environmental Protection Telephone: 850-245-8743 Last EDR Contact: 07/25/2022 Next Scheduled EDR Contact: 11/07/2022 Data Release Frequency: Semi-Annually Financial Assurance 3: Financial Assurance Information Listing A listing of financial assurance information for storage tanks sites. Date of Government Version: 05/03/2022 Date Data Arrived at EDR: 05/05/2022 Date Made Active in Reports: 07/20/2022 Number of Days to Update: 76 Source: Department of Environmental Protection Telephone: 850-245-8853 Last EDR Contact: 07/19/2022 Next Scheduled EDR Contact: 11/07/2022 Data Release Frequency: Quarterly FL Cattle Dip. Vats: Cattle Dipping Vats From the 1910’s through the 1950’s, these vats were filled with an arsenic solution for the control and eradication of the cattle fever tick. Other pesticides, such as DDT, were also widely used. By State law, all cattle, horses, mules, goats, and other susceptible animals were required to be dipped every 14 days. Under certain circumstances, the arsenic and other pesticides remaining at the site may present an environmental or public health hazard. TC7123398.2s Page GR-23 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 2412 Date of Government Version: 09/27/2019 Date Data Arrived at EDR: 01/10/2020 Date Made Active in Reports: 02/11/2020 Number of Days to Update: 32 Source: Department of Environmental Protection Telephone: 850-245-4444 Last EDR Contact: 07/08/2022 Next Scheduled EDR Contact: 10/17/2022 Data Release Frequency: No Update Planned HW GEN: Hazardous Waste Generators Small Quantity Hazardous Waste Generators are regulated under the federal Resource Conservation and Recovery Act (RCRA) and applicable state regulations as generators of hazardous wastes in quantities greater than 100 Kg but less than 1,000 Kg in any one calendar month. Large Quantity Generators of Hazardous Waste are tracked in this coverage based on their notification to the Department of Environmental Protection as to their handler status, or based on inspections conducted at their facilities. These facilities are regulated under the federal Resource Conservation and Recovery Act (RCRA) and applicable state regulations as generators of hazardous wastes in quantities equal to or greater than 1,000 Kg in any one calendar month. Date of Government Version: 08/11/2021 Date Data Arrived at EDR: 12/17/2021 Date Made Active in Reports: 03/08/2022 Number of Days to Update: 81 Source: Department of Environmental Protection Telephone: 850-245-8758 Last EDR Contact: 06/24/2022 Next Scheduled EDR Contact: 10/03/2022 Data Release Frequency: Quarterly RESP PARTY: Responsible Party Sites Listing Open, inactive and closed responsible party sites Date of Government Version: 06/27/2022 Date Data Arrived at EDR: 06/27/2022 Date Made Active in Reports: 09/13/2022 Number of Days to Update: 78 Source: Department of Environmental Protection Telephone: 850-245-8758 Last EDR Contact: 06/27/2022 Next Scheduled EDR Contact: 10/10/2022 Data Release Frequency: Quarterly SITE INV SITES: Site Investigation Section Sites Listing Statewide coverage of Site Investigation Section (SIS) sites. Site Investigation is a Section within the Bureau of Waste Cleanup, Division of Waste Management. SIS provides technical support to FDEP District Waste Cleanup Programs and conducts contamination assessments throughout the state. Date of Government Version: 05/16/2022 Date Data Arrived at EDR: 05/17/2022 Date Made Active in Reports: 08/03/2022 Number of Days to Update: 78 Source: Department of Environmental Protection Telephone: 850-245-8953 Last EDR Contact: 08/15/2022 Next Scheduled EDR Contact: 11/28/2022 Data Release Frequency: Quarterly TIER 2: Tier 2 Facility Listing A listing of facilities which store or manufacture hazardous materials that submit a chemical inventory report. Date of Government Version: 12/31/2021 Date Data Arrived at EDR: 06/08/2022 Date Made Active in Reports: 08/24/2022 Number of Days to Update: 77 Source: Department of Environmental Protection Telephone: 850-413-9970 Last EDR Contact: 08/29/2022 Next Scheduled EDR Contact: 12/19/2022 Data Release Frequency: Varies UIC: Underground Injection Wells Database Listing A listing of Class I wells. Class I wells are used to inject hazardous waste, nonhazardous waste, or municipal waste below the lowermost USDW. Date of Government Version: 04/20/2022 Date Data Arrived at EDR: 04/21/2022 Date Made Active in Reports: 07/12/2022 Number of Days to Update: 82 Source: Department of Environmental Protection Telephone: 850-245-8655 Last EDR Contact: 07/13/2022 Next Scheduled EDR Contact: 10/31/2022 Data Release Frequency: Varies TC7123398.2s Page GR-24 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 2413 WASTEWATER: Wastewater Facility Regulation Database Domestic and industrial wastewater facilities. Date of Government Version: 05/02/2022 Date Data Arrived at EDR: 05/03/2022 Date Made Active in Reports: 07/20/2022 Number of Days to Update: 78 Source: Department of Environmental Protection Telephone: 850-245-8600 Last EDR Contact: 08/01/2022 Next Scheduled EDR Contact: 11/14/2022 Data Release Frequency: Quarterly PCS INACTIVE: Listing of Inactive PCS Permits An inactive permit is a facility that has shut down or is no longer discharging. Date of Government Version: 11/05/2014 Date Data Arrived at EDR: 01/06/2015 Date Made Active in Reports: 05/06/2015 Number of Days to Update: 120 Source: EPA Telephone: 202-564-2496 Last EDR Contact: 06/28/2022 Next Scheduled EDR Contact: 10/17/2022 Data Release Frequency: Semi-Annually PCS ENF: Enforcement data No description is available for this data Date of Government Version: 12/31/2014 Date Data Arrived at EDR: 02/05/2015 Date Made Active in Reports: 03/06/2015 Number of Days to Update: 29 Source: EPA Telephone: 202-564-2497 Last EDR Contact: 06/28/2022 Next Scheduled EDR Contact: 10/17/2022 Data Release Frequency: Varies PCS: Permit Compliance System PCS is a computerized management information system that contains data on National Pollutant Discharge Elimination System (NPDES) permit holding facilities. PCS tracks the permit, compliance, and enforcement status of NPDES facilities. Date of Government Version: 07/14/2011 Date Data Arrived at EDR: 08/05/2011 Date Made Active in Reports: 09/29/2011 Number of Days to Update: 55 Source: EPA, Office of Water Telephone: 202-564-2496 Last EDR Contact: 06/28/2022 Next Scheduled EDR Contact: 10/17/2022 Data Release Frequency: Semi-Annually MINES MRDS: Mineral Resources Data System Mineral Resources Data System Date of Government Version: 04/06/2018 Date Data Arrived at EDR: 10/21/2019 Date Made Active in Reports: 10/24/2019 Number of Days to Update: 3 Source: USGS Telephone: 703-648-6533 Last EDR Contact: 08/17/2022 Next Scheduled EDR Contact: 12/05/2022 Data Release Frequency: Varies EDR HIGH RISK HISTORICAL RECORDS EDR Exclusive Records EDR MGP: EDR Proprietary Manufactured Gas Plants The EDR Proprietary Manufactured Gas Plant Database includes records of coal gas plants (manufactured gas plants) compiled by EDR’s researchers. Manufactured gas sites were used in the United States from the 1800’s to 1950’s to produce a gas that could be distributed and used as fuel. These plants used whale oil, rosin, coal, or a mixture of coal, oil, and water that also produced a significant amount of waste. Many of the byproducts of the gas production, such as coal tar (oily waste containing volatile and non-volatile chemicals), sludges, oils and other compounds are potentially hazardous to human health and the environment. The byproduct from this process was frequently disposed of directly at the plant site and can remain or spread slowly, serving as a continuous source of soil and groundwater contamination. TC7123398.2s Page GR-25 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 2414 Date of Government Version: N/A Date Data Arrived at EDR: N/A Date Made Active in Reports: N/A Number of Days to Update: N/A Source: EDR, Inc. Telephone: N/A Last EDR Contact: N/A Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned EDR Hist Auto: EDR Exclusive Historical Auto Stations EDR has searched selected national collections of business directories and has collected listings of potential gas station/filling station/service station sites that were available to EDR researchers. EDR’s review was limited to those categories of sources that might, in EDR’s opinion, include gas station/filling station/service station establishments. The categories reviewed included, but were not limited to gas, gas station, gasoline station, filling station, auto, automobile repair, auto service station, service station, etc. This database falls within a category of information EDR classifies as "High Risk Historical Records", or HRHR. EDR’s HRHR effort presents unique and sometimes proprietary data about past sites and operations that typically create environmental concerns, but may not show up in current government records searches. Date of Government Version: N/A Date Data Arrived at EDR: N/A Date Made Active in Reports: N/A Number of Days to Update: N/A Source: EDR, Inc. Telephone: N/A Last EDR Contact: N/A Next Scheduled EDR Contact: N/A Data Release Frequency: Varies EDR Hist Cleaner: EDR Exclusive Historical Cleaners EDR has searched selected national collections of business directories and has collected listings of potential dry cleaner sites that were available to EDR researchers. EDR’s review was limited to those categories of sources that might, in EDR’s opinion, include dry cleaning establishments. The categories reviewed included, but were not limited to dry cleaners, cleaners, laundry, laundromat, cleaning/laundry, wash & dry etc. This database falls within a category of information EDR classifies as "High Risk Historical Records", or HRHR. EDR’s HRHR effort presents unique and sometimes proprietary data about past sites and operations that typically create environmental concerns, but may not show up in current government records searches. Date of Government Version: N/A Date Data Arrived at EDR: N/A Date Made Active in Reports: N/A Number of Days to Update: N/A Source: EDR, Inc. Telephone: N/A Last EDR Contact: N/A Next Scheduled EDR Contact: N/A Data Release Frequency: Varies EDR RECOVERED GOVERNMENT ARCHIVES Exclusive Recovered Govt. Archives RGA HWS: Recovered Government Archive State Hazardous Waste Facilities List The EDR Recovered Government Archive State Hazardous Waste database provides a list of SHWS incidents derived from historical databases and includes many records that no longer appear in current government lists. Compiled from Records formerly available from the Department of Environmental Protection in Floridia. Date of Government Version: N/A Date Data Arrived at EDR: 07/01/2013 Date Made Active in Reports: 12/30/2013 Number of Days to Update: 182 Source: Department of Environmental Protection Telephone: N/A Last EDR Contact: 06/01/2012 Next Scheduled EDR Contact: N/A Data Release Frequency: Varies RGA LF: Recovered Government Archive Solid Waste Facilities List The EDR Recovered Government Archive Landfill database provides a list of landfills derived from historical databases and includes many records that no longer appear in current government lists. Compiled from Records formerly available from the Department of Environmental Protection in Floridia. Date of Government Version: N/A Date Data Arrived at EDR: 07/01/2013 Date Made Active in Reports: 01/10/2014 Number of Days to Update: 193 Source: Department of Environmental Protection Telephone: N/A Last EDR Contact: 06/01/2012 Next Scheduled EDR Contact: N/A Data Release Frequency: Varies TC7123398.2s Page GR-26 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 2415 RGA LUST: Recovered Government Archive Leaking Underground Storage Tank The EDR Recovered Government Archive Leaking Underground Storage Tank database provides a list of LUST incidents derived from historical databases and includes many records that no longer appear in current government lists. Compiled from Records formerly available from the Department of Environmental Protection in Floridia. Date of Government Version: N/A Date Data Arrived at EDR: 07/01/2013 Date Made Active in Reports: 12/30/2013 Number of Days to Update: 182 Source: Department of Environmental Protection Telephone: N/A Last EDR Contact: 06/01/2012 Next Scheduled EDR Contact: N/A Data Release Frequency: Varies COUNTY RECORDS ALACHUA COUNTY: FACILITY LIST ALACHUA: Facility List List of all regulated facilities in Alachua County. Date of Government Version: 09/06/2022 Date Data Arrived at EDR: 09/07/2022 Date Made Active in Reports: 09/13/2022 Number of Days to Update: 6 Source: Alachua County Environmental Protection Department Telephone: 352-264-6800 Last EDR Contact: 09/06/2022 Next Scheduled EDR Contact: 01/02/2023 Data Release Frequency: Annually BROWARD COUNTY: AST BROWARD: Aboveground Storage Tanks Aboveground storage tank locations in Broward County. Date of Government Version: 09/15/2021 Date Data Arrived at EDR: 09/16/2021 Date Made Active in Reports: 12/03/2021 Number of Days to Update: 78 Source: Broward County Environmental Protection Department Telephone: 954-818-7509 Last EDR Contact: 08/16/2022 Next Scheduled EDR Contact: 12/05/2022 Data Release Frequency: Varies UST BROWARD: Underground Storage Tanks All known regulated storage tanks within Broward County, including those tanks that have been closed Date of Government Version: 09/15/2021 Date Data Arrived at EDR: 09/16/2021 Date Made Active in Reports: 12/03/2021 Number of Days to Update: 78 Source: Broward County Environmental Protection Department Telephone: 954-818-7509 Last EDR Contact: 08/16/2022 Next Scheduled EDR Contact: 12/05/2022 Data Release Frequency: Varies HILLSBOROUGH COUNTY: LF HILLSBOROUGH: Hillsborough County LF Hillsborough county landfill sites. Date of Government Version: 04/04/2022 Date Data Arrived at EDR: 04/05/2022 Date Made Active in Reports: 06/29/2022 Number of Days to Update: 85 Source: Hillsborough County Environmental Protection Commission Telephone: 813-627-2600 Last EDR Contact: 07/13/2022 Next Scheduled EDR Contact: 10/17/2022 Data Release Frequency: Varies MIAMI-DADE COUNTY: TC7123398.2s Page GR-27 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 2416 DADE CO AP: Air Permit Sites Facilities that release or have a potential to release pollutants. Date of Government Version: 05/23/2022 Date Data Arrived at EDR: 05/24/2022 Date Made Active in Reports: 08/10/2022 Number of Days to Update: 78 Source: Department of Environmental Resources Management Telephone: 305-372-6755 Last EDR Contact: 08/16/2022 Next Scheduled EDR Contact: 12/05/2022 Data Release Frequency: Semi-Annually DADE CO AW: Agricultural Waste Listing A listing of agricultural waste sites Date of Government Version: 05/23/2022 Date Data Arrived at EDR: 05/24/2022 Date Made Active in Reports: 08/10/2022 Number of Days to Update: 78 Source: Miami-Dade County Division of Environmental Resources Management Telephone: 305-372-6715 Last EDR Contact: 08/16/2022 Next Scheduled EDR Contact: 12/05/2022 Data Release Frequency: Varies DADE CO LF: Miami Dade County Landfill Solid Waste Sites listing. Miami Dade County Landfill Solid Waste Sites listing. Date of Government Version: 02/24/2022 Date Data Arrived at EDR: 02/24/2022 Date Made Active in Reports: 05/19/2022 Number of Days to Update: 84 Source: Miami Dade County Environmental Resources Management Telephone: 305-372-6789 Last EDR Contact: 08/09/2022 Next Scheduled EDR Contact: 12/05/2022 Data Release Frequency: Varies DADE CO LW: Liquid Waste Transporter List The Liquid Waste Transporter permit regulates the transportation of various types of liquid and solid waste, including hazardous waste, waste oil and oily waste waters, septic and grease trap waste, biomedical waste, spent radiator fluid, photo chemical waste, dry sewage sludge, and other types of non-hazardous industrial waste. The Liquid Waste Transporter permits needed to protect the environment and the public from improperly handled and transported waste. Date of Government Version: 05/23/2022 Date Data Arrived at EDR: 05/24/2022 Date Made Active in Reports: 08/10/2022 Number of Days to Update: 78 Source: DERM Telephone: 305-372-6755 Last EDR Contact: 08/16/2022 Next Scheduled EDR Contact: 12/05/2022 Data Release Frequency: Quarterly DADE MOP: Marine Facilities Operating Permit What is this permit used for? Miami-Dade County Ordinance 89-104 and Section 24-18 of the Code of Miami-Dade County require the following types of marine facilities to obtain annual operating permits from DERM: All recreational boat docking facilities with ten (10) or more boat slips, moorings, davit spaces, and vessel tie-up spaces. All boat storage facilities contiguous to tidal waters in Miami-Dade County with ten (10) or more dry storage spaces including boatyards and boat manufacturing facilities. Date of Government Version: 05/23/2022 Date Data Arrived at EDR: 05/24/2022 Date Made Active in Reports: 08/10/2022 Number of Days to Update: 78 Source: DERM Telephone: 305-372-3576 Last EDR Contact: 08/16/2022 Next Scheduled EDR Contact: 12/05/2022 Data Release Frequency: Quarterly DADE MRE: Maimi River Enforcement The Miami River Enforcement database files were created for facilities and in some instances vessels that were inspected by a workgroup within the Department that was identified as the Miami River Enforcement Group. The files do not all necessarily reflect enforcement cases and some were created for locations that were permitted by other Sections within the Department. TC7123398.2s Page GR-28 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 2417 Date of Government Version: 06/05/2013 Date Data Arrived at EDR: 06/06/2013 Date Made Active in Reports: 08/06/2013 Number of Days to Update: 61 Source: DERM Telephone: 305-372-3576 Last EDR Contact: 08/16/2022 Next Scheduled EDR Contact: 12/05/2022 Data Release Frequency: Quarterly DADE_IWP: Industrial Waste Permit Sites Facilities that either generate more than 25,000 of wastewater per day to sanitary sewers or are pre-defined by EPA. Date of Government Version: 05/23/2022 Date Data Arrived at EDR: 05/24/2022 Date Made Active in Reports: 08/10/2022 Number of Days to Update: 78 Source: Department of Environmental Resources Management Telephone: 305-372-6700 Last EDR Contact: 08/16/2022 Next Scheduled EDR Contact: 12/05/2022 Data Release Frequency: Semi-Annually ENF: Enforcement Case Tracking System Sites Enforcement cases monitored by the Dade County Department of Environmental Resources Management. Date of Government Version: 05/23/2022 Date Data Arrived at EDR: 05/24/2022 Date Made Active in Reports: 08/10/2022 Number of Days to Update: 78 Source: Department of Environmental Resources Management Telephone: 305-372-6755 Last EDR Contact: 08/16/2022 Next Scheduled EDR Contact: 12/05/2022 Data Release Frequency: Semi-Annually SPILLS DADE: Fuel Spills Cases DERM documents fuel spills of sites that are not in a state program. Date of Government Version: 01/08/2009 Date Data Arrived at EDR: 01/13/2009 Date Made Active in Reports: 02/05/2009 Number of Days to Update: 23 Source: Department of Environmental Resources Management Telephone: 305-372-6755 Last EDR Contact: 08/16/2022 Next Scheduled EDR Contact: 12/05/2022 Data Release Frequency: Semi-Annually UST DADE: Storage Tanks A listing of aboveground and underground storage tank site locations. Date of Government Version: 05/10/2020 Date Data Arrived at EDR: 08/19/2021 Date Made Active in Reports: 11/12/2021 Number of Days to Update: 85 Source: Department of Environmental Resource Management Telephone: 305-372-6700 Last EDR Contact: 08/16/2022 Next Scheduled EDR Contact: 12/05/2022 Data Release Frequency: Semi-Annually PALM BEACH COUNTY: LF PALM BEACH: Palm Beach County LF Palm Beach County Inventory of Solid Waste Sites. Date of Government Version: 09/01/2011 Date Data Arrived at EDR: 09/20/2011 Date Made Active in Reports: 10/10/2011 Number of Days to Update: 20 Source: Palm Beach County Solid Waste Authority Telephone: 561-640-4000 Last EDR Contact: 09/09/2022 Next Scheduled EDR Contact: 12/19/2022 Data Release Frequency: Varies TC7123398.2s Page GR-29 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 2418 OTHER DATABASE(S) Depending on the geographic area covered by this report, the data provided in these specialty databases may or may not be complete. For example, the existence of wetlands information data in a specific report does not mean that all wetlands in the area covered by the report are included. Moreover, the absence of any reported wetlands information does not necessarily mean that wetlands do not exist in the area covered by the report. CT MANIFEST: Hazardous Waste Manifest Data Facility and manifest data. Manifest is a document that lists and tracks hazardous waste from the generator through transporters to a tsd facility. Date of Government Version: 05/08/2022 Date Data Arrived at EDR: 05/09/2022 Date Made Active in Reports: 07/28/2022 Number of Days to Update: 80 Source: Department of Energy & Environmental Protection Telephone: 860-424-3375 Last EDR Contact: 08/08/2022 Next Scheduled EDR Contact: 11/21/2022 Data Release Frequency: No Update Planned NJ MANIFEST: Manifest Information Hazardous waste manifest information. Date of Government Version: 12/31/2018 Date Data Arrived at EDR: 04/10/2019 Date Made Active in Reports: 05/16/2019 Number of Days to Update: 36 Source: Department of Environmental Protection Telephone: N/A Last EDR Contact: 06/28/2022 Next Scheduled EDR Contact: 10/17/2022 Data Release Frequency: Annually NY MANIFEST: Facility and Manifest Data Manifest is a document that lists and tracks hazardous waste from the generator through transporters to a TSD facility. Date of Government Version: 01/01/2019 Date Data Arrived at EDR: 10/29/2021 Date Made Active in Reports: 01/19/2022 Number of Days to Update: 82 Source: Department of Environmental Conservation Telephone: 518-402-8651 Last EDR Contact: 07/29/2022 Next Scheduled EDR Contact: 11/07/2022 Data Release Frequency: Quarterly PA MANIFEST: Manifest Information Hazardous waste manifest information. Date of Government Version: 06/30/2018 Date Data Arrived at EDR: 07/19/2019 Date Made Active in Reports: 09/10/2019 Number of Days to Update: 53 Source: Department of Environmental Protection Telephone: 717-783-8990 Last EDR Contact: 07/06/2022 Next Scheduled EDR Contact: 10/24/2022 Data Release Frequency: Annually RI MANIFEST: Manifest information Hazardous waste manifest information Date of Government Version: 12/31/2020 Date Data Arrived at EDR: 11/30/2021 Date Made Active in Reports: 02/18/2022 Number of Days to Update: 80 Source: Department of Environmental Management Telephone: 401-222-2797 Last EDR Contact: 08/10/2022 Next Scheduled EDR Contact: 11/28/2022 Data Release Frequency: Annually WI MANIFEST: Manifest Information Hazardous waste manifest information. Date of Government Version: 05/31/2018 Date Data Arrived at EDR: 06/19/2019 Date Made Active in Reports: 09/03/2019 Number of Days to Update: 76 Source: Department of Natural Resources Telephone: N/A Last EDR Contact: 08/29/2022 Next Scheduled EDR Contact: 12/19/2022 Data Release Frequency: Annually TC7123398.2s Page GR-30 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 2419 Oil/Gas Pipelines Source: Endeavor Business Media Petroleum Bundle (Crude Oil, Refined Products, Petrochemicals, Gas Liquids (LPG/NGL), and Specialty Gases (Miscellaneous)) N = Natural Gas Bundle (Natural Gas, Gas Liquids (LPG/NGL), and Specialty Gases (Miscellaneous)). This map includes information copyrighted by Endeavor Business Media. This information is provided on a best effort basis and Endeavor Business Media does not guarantee its accuracy nor warrant its fitness for any particular purpose. Such information has been reprinted with the permission of Endeavor Business Media. Electric Power Transmission Line Data Source: Endeavor Business Media This map includes information copyrighted by Endeavor Business Media. This information is provided on a best effort basis and Endeavor Business Media does not guarantee its accuracy nor warrant its fitness for any particular purpose. Such information has been reprinted with the permission of Endeavor Business Media. Sensitive Receptors: There are individuals deemed sensitive receptors due to their fragile immune systems and special sensitivity to environmental discharges. These sensitive receptors typically include the elderly, the sick, and children. While the location of all sensitive receptors cannot be determined, EDR indicates those buildings and facilities - schools, daycares, hospitals, medical centers, and nursing homes - where individuals who are sensitive receptors are likely to be located. AHA Hospitals: Source: American Hospital Association, Inc. Telephone: 312-280-5991 The database includes a listing of hospitals based on the American Hospital Association’s annual survey of hospitals. Medical Centers: Provider of Services Listing Source: Centers for Medicare & Medicaid Services Telephone: 410-786-3000 A listing of hospitals with Medicare provider number, produced by Centers of Medicare & Medicaid Services, a federal agency within the U.S. Department of Health and Human Services. Nursing Homes Source: National Institutes of Health Telephone: 301-594-6248 Information on Medicare and Medicaid certified nursing homes in the United States. Public Schools Source: National Center for Education Statistics Telephone: 202-502-7300 The National Center for Education Statistics’ primary database on elementary and secondary public education in the United States. It is a comprehensive, annual, national statistical database of all public elementary and secondary schools and school districts, which contains data that are comparable across all states. Private Schools Source: National Center for Education Statistics Telephone: 202-502-7300 The National Center for Education Statistics’ primary database on private school locations in the United States. Daycare Centers: Department of Children & Families Source: Provider Information Telephone: 850-488-4900 Flood Zone Data: This data was obtained from the Federal Emergency Management Agency (FEMA). It depicts 100-year and 500-year flood zones as defined by FEMA. It includes the National Flood Hazard Layer (NFHL) which incorporates Flood Insurance Rate Map (FIRM) data and Q3 data from FEMA in areas not covered by NFHL. Source: FEMA Telephone: 877-336-2627 Date of Government Version: 2003, 2015 NWI: National Wetlands Inventory. This data, available in select counties across the country, was obtained by EDR in 2002, 2005 and 2010 from the U.S. Fish and Wildlife Service. State Wetlands Data: Wetlands Inventory Source: Department of Environmental Protection Telephone: 850-245-8238 TC7123398.2s Page GR-31 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 2420 Current USGS 7.5 Minute Topographic Map Source: U.S. Geological Survey STREET AND ADDRESS INFORMATION © 2015 TomTom North America, Inc. All rights reserved. This material is proprietary and the subject of copyright protection and other intellectual property rights owned by or licensed to Tele Atlas North America, Inc. The use of this material is subject to the terms of a license agreement. You will be held liable for any unauthorized copying or disclosure of this material. TC7123398.2s Page GR-32 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 2421 TC7123398.2s Page A-1 geologic strata. of the soil, and nearby wells. Groundwater flow velocity is generally impacted by the nature of the Groundwater flow direction may be impacted by surface topography, hydrology, hydrogeology, characteristics 2. Groundwater flow velocity. 1. Groundwater flow direction, and Assessment of the impact of contaminant migration generally has two principle investigative components: forming an opinion about the impact of potential contaminant migration. EDR’s GeoCheck Physical Setting Source Addendum is provided to assist the environmental professional in 2018Version Date: 11610186 OVIEDO, FLEast Map: 2018Version Date: 11610138 CASSELBERRY, FLTarget Property Map: USGS TOPOGRAPHIC MAP 43 ft. above sea levelElevation: 3174049.8UTM Y (Meters): 474399.5UTM X (Meters): Zone 17Universal Tranverse Mercator: 81.262068 - 81ˆ 15’ 43.44’’Longitude (West): 28.695011 - 28ˆ 41’ 42.04’’Latitude (North): TARGET PROPERTY COORDINATES WINTER SPRINGS, FL 32708 TUSKAWILLA RD & FL 434 SUTTON CROSSING TARGET PROPERTY ADDRESS ®GEOCHECK - PHYSICAL SETTING SOURCE ADDENDUM® 2422 TC7123398.2s Page A-2 should be field verified. on a relative (not an absolute) basis. Relative elevation information between sites of close proximity Source: Topography has been determined from the USGS 7.5’ Digital Elevation Model and should be evaluated SURROUNDING TOPOGRAPHY: ELEVATION PROFILES El e v a t i o n ( f t ) El e v a t i o n ( f t ) TP TP 0 1/2 1 Miles✩Target Property Elevation: 43 ft. North South West East 5454555654514639 42434440 44433223 811 23 25 24 24 23 24 29 40 44 43 38 19 11 2 3 3 3 3 6 General EastGeneral Topographic Gradient: TARGET PROPERTY TOPOGRAPHY should contamination exist on the target property, what downgradient sites might be impacted. assist the environmental professional in forming an opinion about the impact of nearby contaminated properties or, Surface topography may be indicative of the direction of surficial groundwater flow. This information can be used to TOPOGRAPHIC INFORMATION collected on nearby properties, and regional groundwater flow information (from deep aquifers). sources of information, such as surface topographic information, hydrologic information, hydrogeologic data using site-specific well data. If such data is not reasonably ascertainable, it may be necessary to rely on other Groundwater flow direction for a particular site is best determined by a qualified environmental professional GROUNDWATER FLOW DIRECTION INFORMATION ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® 2423 TC7123398.2s Page A-3 Not Reported GENERAL DIRECTIONLOCATION GROUNDWATER FLOWFROM TPMAP ID hydrogeologically, and the depth to water table. authorities at select sites and has extracted the date of the report, groundwater flow direction as determined flow at specific points. EDR has reviewed reports submitted by environmental professionals to regulatory EDR has developed the AQUIFLOW Information System to provide data on the general direction of groundwater AQUIFLOW® Search Radius: 1.000 Mile. Not found Status: 1.25 miles Search Radius: Site-Specific Hydrogeological Data*: * ©1996 Site-specific hydrogeological data gathered by CERCLIS Alerts, Inc., Bainbridge Island, WA. All rights reserved. All of the information and opinions presented are those of the cited EPA report(s), which were completed under a Comprehensive Environmental Response Compensation and Liability Information System (CERCLIS) investigation. contamination exist on the target property, what downgradient sites might be impacted. environmental professional in forming an opinion about the impact of nearby contaminated properties or, should of groundwater flow direction in the immediate area. Such hydrogeologic information can be used to assist the Hydrogeologic information obtained by installation of wells on a specific site can often be an indicator HYDROGEOLOGIC INFORMATION YES - refer to the Overview Map and Detail MapCASSELBERRY NATIONAL WETLAND INVENTORY NWI Electronic Data CoverageNWI Quad at Target Property FEMA FIRM Flood data12117C0190F FEMA FIRM Flood data12117C0170F FEMA FIRM Flood data12117C0180F Additional Panels in search area:FEMA Source Type FEMA FIRM Flood data12117C0160F Flood Plain Panel at Target Property FEMA Source Type FEMA FLOOD ZONE and bodies of water). Refer to the Physical Setting Source Map following this summary for hydrologic information (major waterways contamination exist on the target property, what downgradient sites might be impacted. the environmental professional in forming an opinion about the impact of nearby contaminated properties or, should Surface water can act as a hydrologic barrier to groundwater flow. Such hydrologic information can be used to assist HYDROLOGIC INFORMATION ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® 2424 TC7123398.2s Page A-4 > 60 inchesDepth to Bedrock Max: > 60 inchesDepth to Bedrock Min: MODERATECorrosion Potential - Uncoated Steel: Hydric Status: Soil meets the requirements for a hydric soil. water table is less than 1 foot, or is ponded. Very poorly. Soils are wet to the surface most of the time. Depth toSoil Drainage Class: water table, or are shallow to an impervious layer. Class D - Very slow infiltration rates. Soils are clayey, have a highHydrologic Group: mucky - fine sandSoil Surface Texture: FLORIDANA Soil Component Name: The following information is based on Soil Conservation Service STATSGO data. in a landscape. Soil maps for STATSGO are compiled by generalizing more detailed (SSURGO) soil survey maps. for privately owned lands in the United States. A soil map in a soil survey is a representation of soil patterns Survey (NCSS) and is responsible for collecting, storing, maintaining and distributing soil survey information The U.S. Department of Agriculture’s (USDA) Soil Conservation Service (SCS) leads the National Cooperative Soil DOMINANT SOIL COMPOSITION IN GENERAL AREA OF TARGET PROPERTY Map, USGS Digital Data Series DDS - 11 (1994). of the Conterminous U.S. at 1:2,500,000 Scale - a digital representation of the 1974 P.B. King and H.M. Beikman Geologic Age and Rock Stratigraphic Unit Source: P.G. Schruben, R.E. Arndt and W.J. Bawiec, Geology ROCK STRATIGRAPHIC UNIT GEOLOGIC AGE IDENTIFICATION Stratifed SequenceCategory:CenozoicEra: QuaternarySystem: HoloceneSeries: QhCode: (decoded above as Era, System & Series) at which contaminant migration may be occurring. Geologic information can be used by the environmental professional in forming an opinion about the relative speed GEOLOGIC INFORMATION IN GENERAL AREA OF TARGET PROPERTY move more quickly through sandy-gravelly types of soils than silty-clayey types of soils. characteristics data collected on nearby properties and regional soil information. In general, contaminant plumes to rely on other sources of information, including geologic age identification, rock stratigraphic unit and soil using site specific geologic and soil strata data. If such data are not reasonably ascertainable, it may be necessary Groundwater flow velocity information for a particular site is best determined by a qualified environmental professional GROUNDWATER FLOW VELOCITY INFORMATION ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® 2425 TC7123398.2s Page A-5 sandy clay fine sandy loam fine sand sandDeeper Soil Types: sandy clay loam loamy sand sand fine sandShallow Soil Types: loamy sand fine sand muckSurficial Soil Types: loamy sand fine sand muckSoil Surface Textures: appear within the general area of target property. Based on Soil Conservation Service STATSGO data, the following additional subordinant soil types may OTHER SOIL TYPES IN AREA Min: 4.50 Max: 8.40 Min: 0.00 Max: 0.20 Silty Sand. Sands with fines, SOILS, Sands, COARSE-GRAINED Clayey sand. Sands with fines, SOILS, Sands, COARSE-GRAINED and Sand. Clayey Gravel 200), Silty, or passing No. pct. or less materials (35 Granularsandy loam80 inches25 inches 3 Min: 4.50 Max: 8.40 Min: 6.00 Max: 20.00 sand. Poorly graded Clean Sands, SOILS, Sands, COARSE-GRAINED Sand. 200), Fine passing No. pct. or less materials (35 Granularsand25 inches21 inches 2 Min: 4.50 Max: 8.40 Min: 6.00 Max: 20.00 Silty Sand. Sands with fines, SOILS, Sands, COARSE-GRAINED sand. Poorly graded Clean Sands, SOILS, Sands, COARSE-GRAINED Sand. 200), Fine passing No. pct. or less materials (35 Granular sand mucky - fine21 inches 0 inches 1 Soil Layer Information Boundary Classification Permeability Rate (in/hr) Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil Soil Reaction (pH) ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® 2426 TC7123398.2s Page A-6 1/4 - 1/2 Mile WestFLSA12000075916 F21 1/4 - 1/2 Mile WestFLSA12000075917 F20 1/4 - 1/2 Mile NWFLSA12000019917 D19 1/4 - 1/2 Mile WestFLSA12000077323 E18 1/4 - 1/2 Mile NorthFLSA12000019915 17 1/4 - 1/2 Mile WestFLSA12000075911 E16 1/4 - 1/2 Mile WestFLSA12000075910 E15 1/8 - 1/4 Mile NWFLSA12000019919 D14 1/8 - 1/4 Mile WestFLSA12000075918 C13 1/8 - 1/4 Mile WSWFLSA12000075915 B12 1/8 - 1/4 Mile WSWFLSA12000075914 B11 1/8 - 1/4 Mile WNWFLSA12000075909 C10 1/8 - 1/4 Mile WNWFLSA12000075908 C9 1/8 - 1/4 Mile WestFLSA12000075920 B8 1/8 - 1/4 Mile WestFLSA12000075919 B7 1/8 - 1/4 Mile SSWFLSA12000019972 6 1/8 - 1/4 Mile WestFLSA12000073049 C5 1/8 - 1/4 Mile SWFLSA12000075922 B4 0 - 1/8 Mile NNWFLSA12000007433 A2 0 - 1/8 Mile WNWFLSA12000019916 A1 STATE DATABASE WELL INFORMATION LOCATION FROM TPWELL IDMAP ID Note: PWS System location is not always the same as well location. 0 - 1/8 Mile WSWFL3594152 A3 FEDERAL FRDS PUBLIC WATER SUPPLY SYSTEM INFORMATION LOCATION FROM TPWELL IDMAP ID No Wells Found FEDERAL USGS WELL INFORMATION LOCATION FROM TPWELL IDMAP ID 1.000State Database Nearest PWS within 1 mileFederal FRDS PWS 1.000Federal USGS WELL SEARCH DISTANCE INFORMATION SEARCH DISTANCE (miles)DATABASE opinion about the impact of contaminant migration on nearby drinking water wells. professional in assessing sources that may impact ground water flow direction, and in forming an EDR Local/Regional Water Agency records provide water well information to assist the environmental LOCAL / REGIONAL WATER AGENCY RECORDS ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® 2427 TC7123398.2s Page A-7 1/2 - 1 Mile SouthFLSA12000000489 K56 1/2 - 1 Mile SouthFLPUB1000007995 K55 1/2 - 1 Mile SouthFLSJ12000055297 54 1/2 - 1 Mile SouthFLSJ12000039018 K53 1/2 - 1 Mile SouthFLSJ12000036643 K52 1/2 - 1 Mile SouthFLSJ12000043780 K51 1/2 - 1 Mile SouthFLSJ12000023531 K50 1/2 - 1 Mile SouthFLSJ12000004844 K49 1/2 - 1 Mile SouthFLSJ12000013757 K48 1/2 - 1 Mile NWFLSJ12000027123 47 1/2 - 1 Mile NNEFLSA12000064030 46 1/2 - 1 Mile SouthFLSJ12000022387 J45 1/2 - 1 Mile SouthFLSJ12000011406 J44 1/2 - 1 Mile NWFLSJ12000067394 I43 1/2 - 1 Mile NWFLSJ12000030056 I42 1/2 - 1 Mile NWFLSA12000000495 I41 1/2 - 1 Mile NWFLSA12000004733 I40 1/2 - 1 Mile NWFLSJ12000031469 I39 1/2 - 1 Mile NWFLSJ12000010560 I38 1/2 - 1 Mile NWFLSJ12000064726 I37 1/2 - 1 Mile NWFLSJ12000056986 I36 1/4 - 1/2 Mile SouthFLSA12000064025 35 1/4 - 1/2 Mile SSEFLSJ12000008652 H34 1/4 - 1/2 Mile SSEFLSJ12000037783 H33 1/4 - 1/2 Mile SSEFLSJ12000037721 H32 1/4 - 1/2 Mile NorthFLSA12000004734 31 1/4 - 1/2 Mile SSEFLSJ12000043733 G30 1/4 - 1/2 Mile SSEFLSJ12000040794 G29 1/4 - 1/2 Mile SSEFLSA12000072526 G28 1/4 - 1/2 Mile SSWFLSA12000070803 27 1/4 - 1/2 Mile SSEFLSJ12000002943 G26 1/4 - 1/2 Mile SSEFLSJ12000008319 G25 1/4 - 1/2 Mile NWFLSA12000019918 D24 1/4 - 1/2 Mile WestFLSA12000075912 E23 1/4 - 1/2 Mile WestFLSA12000075913 E22 STATE DATABASE WELL INFORMATION LOCATION FROM TPWELL IDMAP ID ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® 2428 EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc. 40 40 4 0 4 0 4 0 4 0 4 0 4 0 FL 2429 TC7123398.2s Page A-9 32708System zip: FLSystem state: WINTER SPRINGSSystem city: CNR OF TUSKAWILLA & 434System address: Not ReportedSystem address: HANDY WAY # 3333System name: 00000026Retail population: Not ReportedDate system deactivated: Not ReportedDate system activated: ActiveActivity status: FL3594152PWS ID: 32112PWS zip: FLPWS state: CRESCENT CITYPWS city: Not ReportedPWS address: MILLER ENTERPRISES, INC.PWS name: System Owner/Responsible PartyPWS type: FL3594152PWS ID: IPwsactivitycode: 32708Contactzip: FLContactstate: WINTER SPRINGSContactcity: Not ReportedContactaddress2: CNR OF TUSKAWILLA & 434Contactaddress1: 407-327-1217Contactphone: Not ReportedContactorgname: Not ReportedContact: PrivateOwner: TNCWSPwstype: GroundwaterPsource longname: 1Pwssvcconn: 26Retpopsrvd: ClosedStatus: 12117Fipscounty: Not ReportedZipserved: FLStateserved: Not ReportedCityserved: HANDY WAY #3333/CASSELBERRYPwsname: FL3594152Pwsid: FLState: 04Epa region: A3 WSW 0 - 1/8 Mile Higher FL3594152FRDS PWS Not ReportedResident Type: POTABLEPotable Status:Not ReportedWSRP Action: 0WSRP ID:0Large PWS Well: YesSanitary Seal:4Casing Diameter (in): 0Casing Length (ft):0Well Depth (ft): Black SteelCasing Material:Limited Use PWSWell Type: INACTIVEWell Status:0Permit #: PINCH A PENNYWell Name:Super Act Program Well DataDatabase: A2 NNW 0 - 1/8 Mile Higher FLSA12000007433FL WELLS Not ReportedResident Type: POTABLEPotable Status:Not ReportedWSRP Action: 0WSRP ID:0Large PWS Well: YesSanitary Seal:4Casing Diameter (in): 0Casing Length (ft):0Well Depth (ft): Black SteelCasing Material:Limited Use PWSWell Type: ACTIVEWell Status:0Permit #: LAKE JESSUP ANIMAL HOSPITALWell Name:Super Act Program Well DataDatabase: A1 WNW 0 - 1/8 Mile Higher FLSA12000019916FL WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 2430 TC7123398.2s Page A-10 ACTIVEWell Status:0Permit #: Not ReportedWell Name:Super Act Program Well DataDatabase: B7 West 1/8 - 1/4 Mile Higher FLSA12000075919FL WELLS Not ReportedResident Type: NON-POTABLEPotable Status:Not ReportedWSRP Action: 0WSRP ID:0Large PWS Well: YesSanitary Seal:2Casing Diameter (in): 0Casing Length (ft):0Well Depth (ft): GalvanizedCasing Material:Non-Community PWSWell Type: ABANDONEDWell Status:0Permit #: HI- FLAVOR MEATS [FORMERLY Well Name:Super Act Program Well DataDatabase: 6 SSW 1/8 - 1/4 Mile Lower FLSA12000019972FL WELLS OWNERResident Type: POTABLEPotable Status:Not ReportedWSRP Action: 0WSRP ID:0Large PWS Well: YesSanitary Seal:4Casing Diameter (in): 0Casing Length (ft):0Well Depth (ft): BLACK STEELCasing Material:PrivateWell Type: ACTIVEWell Status:0Permit #: DONAHOEWell Name:Super Act Program Well DataDatabase: C5 West 1/8 - 1/4 Mile Higher FLSA12000073049FL WELLS OWNERResident Type: POTABLEPotable Status:Not ReportedWSRP Action: 0WSRP ID:0Large PWS Well: YesSanitary Seal:2Casing Diameter (in): 0Casing Length (ft):0Well Depth (ft): PVCCasing Material:PrivateWell Type: ACTIVEWell Status:0Permit #: Not ReportedWell Name:Super Act Program Well DataDatabase: B4 SW 1/8 - 1/4 Mile Higher FLSA12000075922FL WELLS 0811550Longitude: 284140Latitude: 0811550Longitude: 284140Latitude: TreatedTreatment: Under 101 PersonsPopulation served: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 2431 TC7123398.2s Page A-11 Not ReportedResident Type: POTABLEPotable Status:UNFILTEREDWSRP Action: 320247801WSRP ID:0Large PWS Well: Not ReportedSanitary Seal:0Casing Diameter (in): 0Casing Length (ft):0Well Depth (ft): Not ReportedCasing Material:PrivateWell Type: Not ReportedWell Status:0Permit #: Not ReportedWell Name:Super Act Program Well DataDatabase: C10 WNW 1/8 - 1/4 Mile Higher FLSA12000075909FL WELLS OWNERResident Type: POTABLEPotable Status:Not ReportedWSRP Action: 0WSRP ID:0Large PWS Well: YesSanitary Seal:2Casing Diameter (in): 0Casing Length (ft):0Well Depth (ft): PVCCasing Material:PrivateWell Type: ACTIVEWell Status:0Permit #: Not ReportedWell Name:Super Act Program Well DataDatabase: C9 WNW 1/8 - 1/4 Mile Higher FLSA12000075908FL WELLS Not ReportedResident Type: POTABLEPotable Status:UNFILTEREDWSRP Action: 320248401WSRP ID:0Large PWS Well: Not ReportedSanitary Seal:0Casing Diameter (in): 0Casing Length (ft):0Well Depth (ft): Not ReportedCasing Material:PrivateWell Type: Not ReportedWell Status:0Permit #: Not ReportedWell Name:Super Act Program Well DataDatabase: B8 West 1/8 - 1/4 Mile Higher FLSA12000075920FL WELLS OWNERResident Type: POTABLEPotable Status:Not ReportedWSRP Action: 0WSRP ID:0Large PWS Well: YesSanitary Seal:2Casing Diameter (in): 0Casing Length (ft):0Well Depth (ft): PVCCasing Material:PrivateWell Type: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 2432 TC7123398.2s Page A-12 POTABLEPotable Status:Not ReportedWSRP Action: 0WSRP ID:0Large PWS Well: YesSanitary Seal:2Casing Diameter (in): 0Casing Length (ft):0Well Depth (ft): GalvanizedCasing Material:PrivateWell Type: INACTIVEWell Status:0Permit #: CARL ROBERTSWell Name:Super Act Program Well DataDatabase: D14 NW 1/8 - 1/4 Mile Higher FLSA12000019919FL WELLS OWNERResident Type: POTABLEPotable Status:Not ReportedWSRP Action: 0WSRP ID:0Large PWS Well: YesSanitary Seal:2Casing Diameter (in): 0Casing Length (ft):0Well Depth (ft): PVCCasing Material:PrivateWell Type: ACTIVEWell Status:0Permit #: Not ReportedWell Name:Super Act Program Well DataDatabase: C13 West 1/8 - 1/4 Mile Lower FLSA12000075918FL WELLS OWNERResident Type: POTABLEPotable Status:Not ReportedWSRP Action: 0WSRP ID:0Large PWS Well: YesSanitary Seal:2Casing Diameter (in): 0Casing Length (ft):0Well Depth (ft): GALVANIZEDCasing Material:PrivateWell Type: ACTIVEWell Status:0Permit #: LOFROOSWell Name:Super Act Program Well DataDatabase: B12 WSW 1/8 - 1/4 Mile Higher FLSA12000075915FL WELLS Not ReportedResident Type: POTABLEPotable Status:UNFILTEREDWSRP Action: 320248101WSRP ID:0Large PWS Well: Not ReportedSanitary Seal:0Casing Diameter (in): 0Casing Length (ft):0Well Depth (ft): Not ReportedCasing Material:PrivateWell Type: RETAGGEDWell Status:0Permit #: Not ReportedWell Name:Super Act Program Well DataDatabase: B11 WSW 1/8 - 1/4 Mile Higher FLSA12000075914FL WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 2433 TC7123398.2s Page A-13 YesSanitary Seal:4Casing Diameter (in): 0Casing Length (ft):0Well Depth (ft): BLACK STEELCasing Material:PrivateWell Type: ACTIVEWell Status:0Permit #: RODENBURGWell Name:Super Act Program Well DataDatabase: E18 West 1/4 - 1/2 Mile Lower FLSA12000077323FL WELLS Not ReportedResident Type: NON-POTABLEPotable Status:Not ReportedWSRP Action: 0WSRP ID:0Large PWS Well: YesSanitary Seal:4Casing Diameter (in): 0Casing Length (ft):0Well Depth (ft): Black SteelCasing Material:PrivateWell Type: ABANDONEDWell Status:0Permit #: VERN KINGSBURYWell Name:Super Act Program Well DataDatabase: 17 North 1/4 - 1/2 Mile Lower FLSA12000019915FL WELLS OWNERResident Type: POTABLEPotable Status:Not ReportedWSRP Action: 0WSRP ID:0Large PWS Well: YesSanitary Seal:2Casing Diameter (in): 0Casing Length (ft):0Well Depth (ft): PVCCasing Material:PrivateWell Type: ACTIVEWell Status:0Permit #: Not ReportedWell Name:Super Act Program Well DataDatabase: E16 West 1/4 - 1/2 Mile Lower FLSA12000075911FL WELLS Not ReportedResident Type: POTABLEPotable Status:UNFILTEREDWSRP Action: 320247901WSRP ID:0Large PWS Well: Not ReportedSanitary Seal:0Casing Diameter (in): 0Casing Length (ft):0Well Depth (ft): Not ReportedCasing Material:PrivateWell Type: Not ReportedWell Status:0Permit #: Not ReportedWell Name:Super Act Program Well DataDatabase: E15 West 1/4 - 1/2 Mile Lower FLSA12000075910FL WELLS Not ReportedResident Type: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 2434 TC7123398.2s Page A-14 Not ReportedCasing Material:PrivateWell Type: Not ReportedWell Status:0Permit #: Not ReportedWell Name:Super Act Program Well DataDatabase: E22 West 1/4 - 1/2 Mile Lower FLSA12000075913FL WELLS OWNERResident Type: POTABLEPotable Status:Not ReportedWSRP Action: 0WSRP ID:0Large PWS Well: YesSanitary Seal:2Casing Diameter (in): 0Casing Length (ft):0Well Depth (ft): PVCCasing Material:PrivateWell Type: ACTIVEWell Status:0Permit #: Not ReportedWell Name:Super Act Program Well DataDatabase: F21 West 1/4 - 1/2 Mile Lower FLSA12000075916FL WELLS Not ReportedResident Type: POTABLEPotable Status:UNFILTEREDWSRP Action: 320248201WSRP ID:0Large PWS Well: Not ReportedSanitary Seal:0Casing Diameter (in): 0Casing Length (ft):0Well Depth (ft): Not ReportedCasing Material:PrivateWell Type: Not ReportedWell Status:0Permit #: Not ReportedWell Name:Super Act Program Well DataDatabase: F20 West 1/4 - 1/2 Mile Lower FLSA12000075917FL WELLS Not ReportedResident Type: NON-POTABLEPotable Status:Not ReportedWSRP Action: 0WSRP ID:0Large PWS Well: YesSanitary Seal:2Casing Diameter (in): 0Casing Length (ft):0Well Depth (ft): GalvanizedCasing Material:PrivateWell Type: ABANDONEDWell Status:0Permit #: TERRY HILLWell Name:Super Act Program Well DataDatabase: D19 NW 1/4 - 1/2 Mile Higher FLSA12000019917FL WELLS OWNERResident Type: POTABLEPotable Status:Not ReportedWSRP Action: 0WSRP ID:0Large PWS Well: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 2435 TC7123398.2s Page A-15 Commercial/Industrial/InstitutionalProject Use: CLOSPermit App Process Status: In ComplianceCompliance Status: 25Pump Capacity (gpm): ActiveStation Status: FAS - Upper Floridan AquiferWater Source: 160Total Well Depth (ft): 102Casing Depth (ft): 4Casing Diameter (in): 136Project Acres: Never IssuedPermit Status: No Permit RequiredRecommendation: Not ReportedPermit Expiration: 06-OCT-00Decision Made: 06-SEP-00Date Received: L. D. Plante Inc.Permit Project Name: CUP General (40C-20)Statue Description: 40C-20FL Statute: ClosedPermit Stage: RenewalPermit Type: L. D. PLANTE INC.Site Name: 25099Site ID: NMonitoring: Production WellStation Type: 1Station Name: 3Permit Seq #: 8300Official Permit ID: 67835Permit ID: Consumptive Use Permit Well Database (St. Johns River WMD)Database: G25 SSE 1/4 - 1/2 Mile Lower FLSJ12000008319FL WELLS Not ReportedResident Type: NON-POTABLEPotable Status:Not ReportedWSRP Action: 0WSRP ID:0Large PWS Well: YesSanitary Seal:2Casing Diameter (in): 0Casing Length (ft):0Well Depth (ft): PVCCasing Material:PrivateWell Type: ABANDONEDWell Status:0Permit #: MARK RICEWell Name:Super Act Program Well DataDatabase: D24 NW 1/4 - 1/2 Mile Higher FLSA12000019918FL WELLS OWNERResident Type: POTABLEPotable Status:Not ReportedWSRP Action: 0WSRP ID:0Large PWS Well: YesSanitary Seal:2Casing Diameter (in): 0Casing Length (ft):0Well Depth (ft): PVCCasing Material:PrivateWell Type: ACTIVEWell Status:0Permit #: Not ReportedWell Name:Super Act Program Well DataDatabase: E23 West 1/4 - 1/2 Mile Lower FLSA12000075912FL WELLS Not ReportedResident Type: POTABLEPotable Status:UNFILTEREDWSRP Action: 320248001WSRP ID:0Large PWS Well: Not ReportedSanitary Seal:0Casing Diameter (in): 0Casing Length (ft):0Well Depth (ft): ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 2436 TC7123398.2s Page A-16 OWNERResident Type: POTABLEPotable Status:UNFILTEREDWSRP Action: 590088401WSRP ID:0Large PWS Well: YesSanitary Seal:4Casing Diameter (in): 0Casing Length (ft):0Well Depth (ft): BLACK STEELCasing Material:PrivateWell Type: ACTIVEWell Status:0Permit #: PLANTEWell Name:Super Act Program Well DataDatabase: G28 SSE 1/4 - 1/2 Mile Lower FLSA12000072526FL WELLS OWNERResident Type: POTABLEPotable Status:Not ReportedWSRP Action: 0WSRP ID:0Large PWS Well: YesSanitary Seal:2Casing Diameter (in): 0Casing Length (ft):0Well Depth (ft): PVCCasing Material:PrivateWell Type: ACTIVEWell Status:0Permit #: LORD OF LIFE CHURCHWell Name:Super Act Program Well DataDatabase: 27 SSW 1/4 - 1/2 Mile Higher FLSA12000070803FL WELLS Commercial/Industrial/InstitutionalProject Use: CLOSPermit App Process Status: In ComplianceCompliance Status: 25Pump Capacity (gpm): ActiveStation Status: FAS - Upper Floridan AquiferWater Source: 160Total Well Depth (ft): 102Casing Depth (ft): 4Casing Diameter (in): 82Project Acres: ClosedPermit Status: ApprovalRecommendation: 07-SEP-00Permit Expiration: 07-SEP-93Decision Made: 14-APR-93Date Received: L. D. Plante Inc.Permit Project Name: CUP Individual (40C-2)Statue Description: 40C-2FL Statute: ClosedPermit Stage: ModificationPermit Type: L. D. PLANTE INC.Site Name: 4038Site ID: NMonitoring: Production WellStation Type: 1Station Name: 2Permit Seq #: 8300Official Permit ID: 3741Permit ID: Consumptive Use Permit Well Database (St. Johns River WMD)Database: G26 SSE 1/4 - 1/2 Mile Lower FLSJ12000002943FL WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 2437 TC7123398.2s Page A-17 POTABLEPotable Status:Not ReportedWSRP Action: 0WSRP ID:0Large PWS Well: YesSanitary Seal:4Casing Diameter (in): 0Casing Length (ft):0Well Depth (ft): Black SteelCasing Material:PrivateWell Type: ACTIVEWell Status:0Permit #: JUANITA BLUMBERGWell Name:Super Act Program Well DataDatabase: 31 North 1/4 - 1/2 Mile Higher FLSA12000004734FL WELLS Commercial/Industrial/InstitutionalProject Use: CLOSPermit App Process Status: In ComplianceCompliance Status: 1200Pump Capacity (gpm): AbandonedStation Status: FAS - Upper Floridan AquiferWater Source: 374Total Well Depth (ft): 84Casing Depth (ft): 8Casing Diameter (in): 82Project Acres: ClosedPermit Status: ApprovalRecommendation: 07-SEP-00Permit Expiration: 07-SEP-93Decision Made: 14-APR-93Date Received: L. D. Plante Inc.Permit Project Name: CUP Individual (40C-2)Statue Description: 40C-2FL Statute: ClosedPermit Stage: ModificationPermit Type: L. D. PLANTE INC.Site Name: 4038Site ID: NMonitoring: Production WellStation Type: 2Station Name: 2Permit Seq #: 8300Official Permit ID: 3741Permit ID: Consumptive Use Permit Well Database (St. Johns River WMD)Database: G30 SSE 1/4 - 1/2 Mile Lower FLSJ12000043733FL WELLS Commercial/Industrial/InstitutionalProject Use: CLOSPermit App Process Status: In ComplianceCompliance Status: 1200Pump Capacity (gpm): AbandonedStation Status: FAS - Upper Floridan AquiferWater Source: 374Total Well Depth (ft): 84Casing Depth (ft): 8Casing Diameter (in): 136Project Acres: Never IssuedPermit Status: No Permit RequiredRecommendation: Not ReportedPermit Expiration: 06-OCT-00Decision Made: 06-SEP-00Date Received: L. D. Plante Inc.Permit Project Name: CUP General (40C-20)Statue Description: 40C-20FL Statute: ClosedPermit Stage: RenewalPermit Type: L. D. PLANTE INC.Site Name: 25099Site ID: NMonitoring: Production WellStation Type: 2Station Name: 3Permit Seq #: 8300Official Permit ID: 67835Permit ID: Consumptive Use Permit Well Database (St. Johns River WMD)Database: G29 SSE 1/4 - 1/2 Mile Lower FLSJ12000040794FL WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 2438 TC7123398.2s Page A-18 L. D. PLANTE INC.Site Name: 4038Site ID: NMonitoring: Production WellStation Type: DStation Name: 2Permit Seq #: 8300Official Permit ID: 3741Permit ID: Consumptive Use Permit Well Database (St. Johns River WMD)Database: H34 SSE 1/4 - 1/2 Mile Lower FLSJ12000008652FL WELLS Commercial/Industrial/InstitutionalProject Use: CLOSPermit App Process Status: In ComplianceCompliance Status: 0Pump Capacity (gpm): InactiveStation Status: FAS - Upper Floridan AquiferWater Source: 0Total Well Depth (ft): 0Casing Depth (ft): 4Casing Diameter (in): 136Project Acres: Never IssuedPermit Status: No Permit RequiredRecommendation: Not ReportedPermit Expiration: 06-OCT-00Decision Made: 06-SEP-00Date Received: L. D. Plante Inc.Permit Project Name: CUP General (40C-20)Statue Description: 40C-20FL Statute: ClosedPermit Stage: RenewalPermit Type: L. D. PLANTE INC.Site Name: 25099Site ID: NMonitoring: Production WellStation Type: CStation Name: 3Permit Seq #: 8300Official Permit ID: 67835Permit ID: Consumptive Use Permit Well Database (St. Johns River WMD)Database: H33 SSE 1/4 - 1/2 Mile Lower FLSJ12000037783FL WELLS Commercial/Industrial/InstitutionalProject Use: CLOSPermit App Process Status: In ComplianceCompliance Status: 0Pump Capacity (gpm): InactiveStation Status: FAS - Upper Floridan AquiferWater Source: 0Total Well Depth (ft): 0Casing Depth (ft): 4Casing Diameter (in): 82Project Acres: ClosedPermit Status: ApprovalRecommendation: 07-SEP-00Permit Expiration: 07-SEP-93Decision Made: 14-APR-93Date Received: L. D. Plante Inc.Permit Project Name: CUP Individual (40C-2)Statue Description: 40C-2FL Statute: ClosedPermit Stage: ModificationPermit Type: L. D. PLANTE INC.Site Name: 4038Site ID: NMonitoring: Production WellStation Type: CStation Name: 2Permit Seq #: 8300Official Permit ID: 3741Permit ID: Consumptive Use Permit Well Database (St. Johns River WMD)Database: H32 SSE 1/4 - 1/2 Mile Lower FLSJ12000037721FL WELLS Not ReportedResident Type: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 2439 TC7123398.2s Page A-19 AStation Name: 1Permit Seq #: 8369Official Permit ID: 8369Permit ID: Consumptive Use Permit Well Database (St. Johns River WMD)Database: I37 NW 1/2 - 1 Mile Lower FLSJ12000064726FL WELLS Public SupplyProject Use: CLOSPermit App Process Status: In ComplianceCompliance Status: 100Pump Capacity (gpm): InactiveStation Status: FAS - Upper Floridan AquiferWater Source: 150Total Well Depth (ft): 88Casing Depth (ft): 4Casing Diameter (in): 50Project Acres: ClosedPermit Status: ApprovalRecommendation: 13-OCT-99Permit Expiration: 13-OCT-92Decision Made: 06-APR-92Date Received: Seminole Pines Mobile Home ParkPermit Project Name: CUP Individual (40C-2)Statue Description: 40C-2FL Statute: ClosedPermit Stage: ModificationPermit Type: Seminole Pines Mobile Home ParkSite Name: 8628Site ID: NMonitoring: Production WellStation Type: AStation Name: 2Permit Seq #: 8369Official Permit ID: 8368Permit ID: Consumptive Use Permit Well Database (St. Johns River WMD)Database: I36 NW 1/2 - 1 Mile Lower FLSJ12000056986FL WELLS Not ReportedResident Type: POTABLEPotable Status:UNFILTEREDWSRP Action: 590032601WSRP ID:0Large PWS Well: Not ReportedSanitary Seal:0Casing Diameter (in): 0Casing Length (ft):0Well Depth (ft): Not ReportedCasing Material:PrivateWell Type: ERRORWell Status:0Permit #: Not ReportedWell Name:Super Act Program Well DataDatabase: 35 South 1/4 - 1/2 Mile Higher FLSA12000064025FL WELLS Commercial/Industrial/InstitutionalProject Use: CLOSPermit App Process Status: In ComplianceCompliance Status: 0Pump Capacity (gpm): AbandonedStation Status: FAS - Upper Floridan AquiferWater Source: 0Total Well Depth (ft): 0Casing Depth (ft): 4Casing Diameter (in): 82Project Acres: ClosedPermit Status: ApprovalRecommendation: 07-SEP-00Permit Expiration: 07-SEP-93Decision Made: 14-APR-93Date Received: L. D. Plante Inc.Permit Project Name: CUP Individual (40C-2)Statue Description: 40C-2FL Statute: ClosedPermit Stage: ModificationPermit Type: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 2440 TC7123398.2s Page A-20 Public SupplyProject Use: CLOSPermit App Process Status: Out Of ComplianceCompliance Status: 100Pump Capacity (gpm): InactiveStation Status: FAS - Upper Floridan AquiferWater Source: 150Total Well Depth (ft): 88Casing Depth (ft): 4Casing Diameter (in): 50Project Acres: ClosedPermit Status: ApprovalRecommendation: 13-OCT-99Permit Expiration: 10-OCT-96Decision Made: 10-OCT-96Date Received: Seminole Pines Mobile Home ParkPermit Project Name: CUP Individual (40C-2)Statue Description: 40C-2FL Statute: ClosedPermit Stage: Transfer of OwnershipPermit Type: Seminole Pines Mobile Home ParkSite Name: 11986Site ID: NMonitoring: Production WellStation Type: AStation Name: 3Permit Seq #: 8369Official Permit ID: 12071Permit ID: Consumptive Use Permit Well Database (St. Johns River WMD)Database: I39 NW 1/2 - 1 Mile Lower FLSJ12000031469FL WELLS Public SupplyProject Use: CLOSPermit App Process Status: Out Of ComplianceCompliance Status: 100Pump Capacity (gpm): InactiveStation Status: FAS - Upper Floridan AquiferWater Source: 150Total Well Depth (ft): 88Casing Depth (ft): 4Casing Diameter (in): 50Project Acres: ClosedPermit Status: ApprovalRecommendation: 16-NOV-20Permit Expiration: 16-NOV-00Decision Made: 13-OCT-99Date Received: Tuscawilla TrailsPermit Project Name: CUP General (40C-20)Statue Description: 40C-20FL Statute: ClosedPermit Stage: RenewalPermit Type: Tuscawilla TrailsSite Name: 20957Site ID: NMonitoring: Production WellStation Type: AStation Name: 4Permit Seq #: 8369Official Permit ID: 62700Permit ID: Consumptive Use Permit Well Database (St. Johns River WMD)Database: I38 NW 1/2 - 1 Mile Lower FLSJ12000010560FL WELLS Public SupplyProject Use: CLOSPermit App Process Status: In ComplianceCompliance Status: 100Pump Capacity (gpm): InactiveStation Status: FAS - Upper Floridan AquiferWater Source: 150Total Well Depth (ft): 88Casing Depth (ft): 4Casing Diameter (in): 1280Project Acres: ClosedPermit Status: ApprovalRecommendation: 08-APR-92Permit Expiration: 08-APR-85Decision Made: 17-DEC-84Date Received: Indian Creek IncPermit Project Name: CUP Individual (40C-2)Statue Description: 40C-2FL Statute: ClosedPermit Stage: Initial SequencePermit Type: Incian Creek IncSite Name: 8629Site ID: NMonitoring: Production WellStation Type: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 2441 TC7123398.2s Page A-21 Public SupplyProject Use: CLOSPermit App Process Status: Out Of ComplianceCompliance Status: 750Pump Capacity (gpm): AbandonedStation Status: FAS - Upper Floridan AquiferWater Source: 460Total Well Depth (ft): 322Casing Depth (ft): 10Casing Diameter (in): 50Project Acres: ClosedPermit Status: ApprovalRecommendation: 13-OCT-99Permit Expiration: 10-OCT-96Decision Made: 10-OCT-96Date Received: Seminole Pines Mobile Home ParkPermit Project Name: CUP Individual (40C-2)Statue Description: 40C-2FL Statute: ClosedPermit Stage: Transfer of OwnershipPermit Type: Seminole Pines Mobile Home ParkSite Name: 11986Site ID: NMonitoring: Production WellStation Type: BStation Name: 3Permit Seq #: 8369Official Permit ID: 12071Permit ID: Consumptive Use Permit Well Database (St. Johns River WMD)Database: I42 NW 1/2 - 1 Mile Lower FLSJ12000030056FL WELLS Not ReportedResident Type: NON-POTABLEPotable Status:Not ReportedWSRP Action: 0WSRP ID:0Large PWS Well: Not ReportedSanitary Seal:0Casing Diameter (in): 0Casing Length (ft):0Well Depth (ft): Not ReportedCasing Material:IrrigationWell Type: INACTIVEWell Status:3594026Permit #: TUSKAWILLA TRAILSWell Name:Super Act Program Well DataDatabase: I41 NW 1/2 - 1 Mile Lower FLSA12000000495FL WELLS Not ReportedResident Type: NON-POTABLEPotable Status:Not ReportedWSRP Action: 0WSRP ID:0Large PWS Well: YesSanitary Seal:10Casing Diameter (in): 322Casing Length (ft):460Well Depth (ft): Black SteelCasing Material:IrrigationWell Type: RETAGGEDWell Status:3694026Permit #: TUSKAWILLA TRAILSWell Name:Super Act Program Well DataDatabase: I40 NW 1/2 - 1 Mile Lower FLSA12000004733FL WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 2442 TC7123398.2s Page A-22 CUP Individual (40C-2)Statue Description: 40C-2FL Statute: ClosedPermit Stage: RenewalPermit Type: KEETH ELEMENTARYSite Name: 4091Site ID: NMonitoring: Production WellStation Type: 1Station Name: 2Permit Seq #: 8420Official Permit ID: 3794Permit ID: Consumptive Use Permit Well Database (St. Johns River WMD)Database: J45 South 1/2 - 1 Mile Higher FLSJ12000022387FL WELLS Landscape/Recreation/AestheticProject Use: CLOSPermit App Process Status: UndeterminedCompliance Status: 100Pump Capacity (gpm): AbandonedStation Status: FAS - Upper Floridan AquiferWater Source: 204Total Well Depth (ft): 132Casing Depth (ft): 6Casing Diameter (in): 5.79Project Acres: ClosedPermit Status: ApprovalRecommendation: 19-OCT-21Permit Expiration: 19-OCT-01Decision Made: 02-MAR-01Date Received: Keeth ElementaryPermit Project Name: CUP General (40C-20)Statue Description: 40C-20FL Statute: ClosedPermit Stage: RenewalPermit Type: Keeth ElementarySite Name: 27468Site ID: NMonitoring: Production WellStation Type: 1Station Name: 3Permit Seq #: 8420Official Permit ID: 70241Permit ID: Consumptive Use Permit Well Database (St. Johns River WMD)Database: J44 South 1/2 - 1 Mile Higher FLSJ12000011406FL WELLS Public SupplyProject Use: CLOSPermit App Process Status: In ComplianceCompliance Status: 750Pump Capacity (gpm): AbandonedStation Status: FAS - Upper Floridan AquiferWater Source: 460Total Well Depth (ft): 322Casing Depth (ft): 10Casing Diameter (in): 50Project Acres: ClosedPermit Status: ApprovalRecommendation: 13-OCT-99Permit Expiration: 13-OCT-92Decision Made: 06-APR-92Date Received: Seminole Pines Mobile Home ParkPermit Project Name: CUP Individual (40C-2)Statue Description: 40C-2FL Statute: ClosedPermit Stage: ModificationPermit Type: Seminole Pines Mobile Home ParkSite Name: 8628Site ID: NMonitoring: Production WellStation Type: BStation Name: 2Permit Seq #: 8369Official Permit ID: 8368Permit ID: Consumptive Use Permit Well Database (St. Johns River WMD)Database: I43 NW 1/2 - 1 Mile Lower FLSJ12000067394FL WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 2443 TC7123398.2s Page A-23 WTP 1Site Name: 306959Site ID: NMonitoring: Production WellStation Type: 2EASTStation Name: 6Permit Seq #: 8238Official Permit ID: 107737Permit ID: Consumptive Use Permit Well Database (St. Johns River WMD)Database: K48 South 1/2 - 1 Mile Higher FLSJ12000013757FL WELLS Public SupplyProject Use: CLOSPermit App Process Status: Out Of ComplianceCompliance Status: 1200Pump Capacity (gpm): ProposedStation Status: FAS - Upper Floridan AquiferWater Source: 500Total Well Depth (ft): 88Casing Depth (ft): 12Casing Diameter (in): 50Project Acres: ClosedPermit Status: ApprovalRecommendation: 13-OCT-99Permit Expiration: 10-OCT-96Decision Made: 10-OCT-96Date Received: Seminole Pines Mobile Home ParkPermit Project Name: CUP Individual (40C-2)Statue Description: 40C-2FL Statute: ClosedPermit Stage: Transfer of OwnershipPermit Type: Seminole Pines Mobile Home ParkSite Name: 11986Site ID: NMonitoring: Production WellStation Type: CStation Name: 3Permit Seq #: 8369Official Permit ID: 12071Permit ID: Consumptive Use Permit Well Database (St. Johns River WMD)Database: 47 NW 1/2 - 1 Mile Lower FLSJ12000027123FL WELLS Not ReportedResident Type: POTABLEPotable Status:UNFILTEREDWSRP Action: 590033101WSRP ID:0Large PWS Well: Not ReportedSanitary Seal:0Casing Diameter (in): 0Casing Length (ft):0Well Depth (ft): Not ReportedCasing Material:PrivateWell Type: ACTIVEWell Status:0Permit #: Not ReportedWell Name:Super Act Program Well DataDatabase: 46 NNE 1/2 - 1 Mile Lower FLSA12000064030FL WELLS Landscape/Recreation/AestheticProject Use: CLOSPermit App Process Status: In ComplianceCompliance Status: 100Pump Capacity (gpm): AbandonedStation Status: FAS - Upper Floridan AquiferWater Source: 204Total Well Depth (ft): 132Casing Depth (ft): 6Casing Diameter (in): 12.3Project Acres: ClosedPermit Status: ApprovalRecommendation: 08-FEB-01Permit Expiration: 08-FEB-94Decision Made: 08-OCT-93Date Received: Keeth ElementaryPermit Project Name: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 2444 TC7123398.2s Page A-24 Public SupplyProject Use: CLOSPermit App Process Status: In ComplianceCompliance Status: 2000Pump Capacity (gpm): ActiveStation Status: FAS - Upper Floridan AquiferWater Source: 290Total Well Depth (ft): 119Casing Depth (ft): 12Casing Diameter (in): 7000Project Acres: ClosedPermit Status: ApprovalRecommendation: 08-OCT-06Permit Expiration: 08-OCT-96Decision Made: 06-MAR-96Date Received: City of Winter SpringsPermit Project Name: CUP Individual (40C-2)Statue Description: 40C-2FL Statute: ClosedPermit Stage: ModificationPermit Type: CITY OF WINTER SPRINGSSite Name: 4012Site ID: NMonitoring: Production WellStation Type: 2EASTStation Name: 4Permit Seq #: 8238Official Permit ID: 3715Permit ID: Consumptive Use Permit Well Database (St. Johns River WMD)Database: K50 South 1/2 - 1 Mile Higher FLSJ12000023531FL WELLS Public SupplyProject Use: CLOSPermit App Process Status: In ComplianceCompliance Status: 2000Pump Capacity (gpm): ActiveStation Status: FAS - Upper Floridan AquiferWater Source: 290Total Well Depth (ft): 119Casing Depth (ft): 12Casing Diameter (in): 3400Project Acres: ClosedPermit Status: ApprovalRecommendation: 07-NOV-02Permit Expiration: 07-NOV-95Decision Made: 01-MAY-95Date Received: City of Winter SpringsPermit Project Name: CUP Individual (40C-2)Statue Description: 40C-2FL Statute: ClosedPermit Stage: ModificationPermit Type: CITY OF WINTER SPRINGSSite Name: 8500Site ID: NMonitoring: Production WellStation Type: 2EASTStation Name: 3Permit Seq #: 8238Official Permit ID: 8240Permit ID: Consumptive Use Permit Well Database (St. Johns River WMD)Database: K49 South 1/2 - 1 Mile Higher FLSJ12000004844FL WELLS Public SupplyProject Use: COMPPermit App Process Status: UndeterminedCompliance Status: 2000Pump Capacity (gpm): ActiveStation Status: FAS - Upper Floridan AquiferWater Source: 290Total Well Depth (ft): 119Casing Depth (ft): 12Casing Diameter (in): 0Project Acres: IssuedPermit Status: ApprovalRecommendation: 25-JAN-30Permit Expiration: 25-JAN-10Decision Made: 26-SEP-06Date Received: City of Winter SpringsPermit Project Name: CUP Individual (40C-2)Statue Description: 40C-2FL Statute: CompliancePermit Stage: RenewalPermit Type: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 2445 TC7123398.2s Page A-25 CUP Individual (40C-2)Statue Description: 40C-2FL Statute: CompliancePermit Stage: RenewalPermit Type: City of Winter SpringsSite Name: 306410Site ID: YMonitoring: Monitoring WellStation Type: MW-V1Station Name: 6Permit Seq #: 8238Official Permit ID: 107737Permit ID: Consumptive Use Permit Well Database (St. Johns River WMD)Database: K53 South 1/2 - 1 Mile Higher FLSJ12000039018FL WELLS Public SupplyProject Use: CLOSPermit App Process Status: UndeterminedCompliance Status: 2000Pump Capacity (gpm): ActiveStation Status: FAS - Upper Floridan AquiferWater Source: 290Total Well Depth (ft): 119Casing Depth (ft): 12Casing Diameter (in): 9Project Acres: ClosedPermit Status: ApprovalRecommendation: 08-OCT-06Permit Expiration: 13-MAY-03Decision Made: 28-FEB-03Date Received: City of Winter SpringsPermit Project Name: CUP Individual (40C-2)Statue Description: 40C-2FL Statute: ClosedPermit Stage: ModificationPermit Type: WTP No 1Site Name: 93278Site ID: NMonitoring: Production WellStation Type: 2EASTStation Name: 5Permit Seq #: 8238Official Permit ID: 87750Permit ID: Consumptive Use Permit Well Database (St. Johns River WMD)Database: K52 South 1/2 - 1 Mile Higher FLSJ12000036643FL WELLS Public SupplyProject Use: CLOSPermit App Process Status: In ComplianceCompliance Status: 2000Pump Capacity (gpm): ActiveStation Status: FAS - Upper Floridan AquiferWater Source: 290Total Well Depth (ft): 119Casing Depth (ft): 12Casing Diameter (in): 3400Project Acres: ClosedPermit Status: ApprovalRecommendation: 09-MAY-95Permit Expiration: 09-MAY-88Decision Made: 04-DEC-85Date Received: City of Winter SpringsPermit Project Name: CUP Individual (40C-2)Statue Description: 40C-2FL Statute: ClosedPermit Stage: ModificationPermit Type: CITY OF WINTER SPRINGSSite Name: 8499Site ID: NMonitoring: Production WellStation Type: 2EASTStation Name: 2Permit Seq #: 8238Official Permit ID: 8239Permit ID: Consumptive Use Permit Well Database (St. Johns River WMD)Database: K51 South 1/2 - 1 Mile Higher FLSJ12000043780FL WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 2446 TC7123398.2s Page A-26 0Casing Length (ft):0Well Depth (ft): Not ReportedCasing Material:Large (>150,00 gpd) Community PWSWell Type: INACTIVEWell Status:3591394Permit #: WINTER SPRINGS EAST(TUSKAWILLA)Well Name:Super Act Program Well DataDatabase: K56 South 1/2 - 1 Mile Higher FLSA12000000489FL WELLS Floridan AquiferAquifer: PERMANENTAvailability Usage: 290Depth (ft): 1978Year Drilled: 3Well Plant ID: 0Height Above Elipsoid (m): AAC3126FLUW ID: ACTIVEWell Status: WELL #2 TUSKAWILLAWell Name: 2Well ID: MUNICIPAL/CITYPWS Primary Service Area: 13912000PWS Design Capacity: 19-SEP-19PWS Last San Survey: 34657PWS Population Served: KYLE LANHAMPWS Operator: COMMUNITYPWS Type: WINTER SPRINGS, CITY OF (3 WPS)PWS Name: ACTIVEPWS Status: Public Water System (PWS) Wells (Non-Federal)Database: K55 South 1/2 - 1 Mile Higher FLPUB1000007995FL WELLS Public SupplyProject Use: COMPPermit App Process Status: UndeterminedCompliance Status: 1200Pump Capacity (gpm): ActiveStation Status: FAS - Upper Floridan AquiferWater Source: 350Total Well Depth (ft): 130Casing Depth (ft): 12Casing Diameter (in): 0Project Acres: IssuedPermit Status: ApprovalRecommendation: 25-JAN-30Permit Expiration: 25-JAN-10Decision Made: 26-SEP-06Date Received: City of Winter SpringsPermit Project Name: CUP Individual (40C-2)Statue Description: 40C-2FL Statute: CompliancePermit Stage: RenewalPermit Type: WTP 1Site Name: 306959Site ID: NMonitoring: Production WellStation Type: 4EASTStation Name: 6Permit Seq #: 8238Official Permit ID: 107737Permit ID: Consumptive Use Permit Well Database (St. Johns River WMD)Database: 54 South 1/2 - 1 Mile Higher FLSJ12000055297FL WELLS Public SupplyProject Use: COMPPermit App Process Status: UndeterminedCompliance Status: 0Pump Capacity (gpm): ActiveStation Status: Not ReportedWater Source: 501Total Well Depth (ft): 471Casing Depth (ft): 4Casing Diameter (in): 0Project Acres: IssuedPermit Status: ApprovalRecommendation: 25-JAN-30Permit Expiration: 25-JAN-10Decision Made: 26-SEP-06Date Received: City of Winter SpringsPermit Project Name: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 2447 TC7123398.2s Page A-27 Not ReportedResident Type: POTABLEPotable Status:Not ReportedWSRP Action: 0WSRP ID:1Large PWS Well: Not ReportedSanitary Seal:0Casing Diameter (in): ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® 2448 TC7123398.2s Page A-28 0%25%75%1.450 pCi/LBasement 0%0%100%0.630 pCi/LLiving Area % >20 pCi/L% 4-20 pCi/L% <4 pCi/LAverage ActivityArea Number of sites tested: 82 Federal Area Radon Information for SEMINOLE COUNTY, FL : Zone 3 indoor average level < 2 pCi/L. : Zone 2 indoor average level >= 2 pCi/L and <= 4 pCi/L. Note: Zone 1 indoor average level > 4 pCi/L. Federal EPA Radon Zone for SEMINOLE County: 3 Mandatory Residential Database0.0132708 Mandatory Non-Residential Database0.02732708 Certified Residential Database0.028032708 ___________________________________________ Data Source% of sites>4pCi/LTotal BuildingsZip Radon Test Results State Database: FL Radon AREA RADON INFORMATION GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS RADON ® 2449 TOPOGRAPHIC INFORMATION USGS 7.5’ Digital Elevation Model (DEM) Source: United States Geologic Survey EDR acquired the USGS 7.5’ Digital Elevation Model in 2002 and updated it in 2006. The 7.5 minute DEM corresponds to the USGS 1:24,000- and 1:25,000-scale topographic quadrangle maps. The DEM provides elevation data with consistent elevation units and projection. Current USGS 7.5 Minute Topographic Map Source: U.S. Geological Survey HYDROLOGIC INFORMATION Flood Zone Data: This data was obtained from the Federal Emergency Management Agency (FEMA). It depicts 100-year and 500-year flood zones as defined by FEMA. It includes the National Flood Hazard Layer (NFHL) which incorporates Flood Insurance Rate Map (FIRM) data and Q3 data from FEMA in areas not covered by NFHL. Source: FEMA Telephone: 877-336-2627 Date of Government Version: 2003, 2015 NWI: National Wetlands Inventory. This data, available in select counties across the country, was obtained by EDR in 2002, 2005 and 2010 from the U.S. Fish and Wildlife Service. State Wetlands Data: Wetlands Inventory Source: Department of Environmental Protection Telephone: 850-245-8238 HYDROGEOLOGIC INFORMATION AQUIFLOW Information SystemR Source: EDR proprietary database of groundwater flow information EDR has developed the AQUIFLOW Information System (AIS) to provide data on the general direction of groundwater flow at specific points. EDR has reviewed reports submitted to regulatory authorities at select sites and has extracted the date of the report, hydrogeologically determined groundwater flow direction and depth to water table information. GEOLOGIC INFORMATION Geologic Age and Rock Stratigraphic Unit Source: P.G. Schruben, R.E. Arndt and W.J. Bawiec, Geology of the Conterminous U.S. at 1:2,500,000 Scale - A digital representation of the 1974 P.B. King and H.M. Beikman Map, USGS Digital Data Series DDS - 11 (1994). STATSGO: State Soil Geographic Database Source: Department of Agriculture, Natural Resources Conservation Service (NRCS) The U.S. Department of Agriculture’s (USDA) Natural Resources Conservation Service (NRCS) leads the national Conservation Soil Survey (NCSS) and is responsible for collecting, storing, maintaining and distributing soil survey information for privately owned lands in the United States. A soil map in a soil survey is a representation of soil patterns in a landscape. Soil maps for STATSGO are compiled by generalizing more detailed (SSURGO) soil survey maps. SSURGO: Soil Survey Geographic Database Source: Department of Agriculture, Natural Resources Conservation Service (NRCS) Telephone: 800-672-5559 SSURGO is the most detailed level of mapping done by the Natural Resources Conservation Service, mapping scales generally range from 1:12,000 to 1:63,360. Field mapping methods using national standards are used to construct the soil maps in the Soil Survey Geographic (SSURGO) database. SSURGO digitizing duplicates the original soil survey maps. This level of mapping is designed for use by landowners, townships and county natural resource planning and management. TC7123398.2s Page PSGR-1 PHYSICAL SETTING SOURCE RECORDS SEARCHED 2450 LOCAL / REGIONAL WATER AGENCY RECORDS FEDERAL WATER WELLS PWS: Public Water Systems Source: EPA/Office of Drinking Water Telephone: 202-564-3750 Public Water System data from the Federal Reporting Data System. A PWS is any water system which provides water to at least 25 people for at least 60 days annually. PWSs provide water from wells, rivers and other sources. PWS ENF: Public Water Systems Violation and Enforcement Data Source: EPA/Office of Drinking Water Telephone: 202-564-3750 Violation and Enforcement data for Public Water Systems from the Safe Drinking Water Information System (SDWIS) after August 1995. Prior to August 1995, the data came from the Federal Reporting Data System (FRDS). USGS Water Wells: USGS National Water Inventory System (NWIS) This database contains descriptive information on sites where the USGS collects or has collected data on surface water and/or groundwater. The groundwater data includes information on wells, springs, and other sources of groundwater. OTHER STATE DATABASE INFORMATION Public Water System (PWS) Wells (Non-Federal) Department of Environmental Protection Telephone: 850-245-8629 Statewide coverage of PWS Wells, excluding Federally owned facilities. Well Construction Permitting Database Source: Northwest Florida Water Management District Telephone: 850-539-5999 Consumptive Use Permit Well Database Source: St. Johns River Water Management District Telephone: 386-329-4841 DEP GWIS - Generalized Water Information System Well Data Source: Department of Environmental Protection Telephone: 850-245-8507 Data collected for the Watershed Monitoring Section of the Department of Environmental Protection. DOH and DEP Historic Study of Private Wells Source: Department of Environmental Protection Telephone: 850-559-0901 Historic database for private supply wells. Permitted Well Location Database Source: South Florida Water Management District Telephone: 561-682-6877 Super Act Program Well Data Source: Department of Health Telephone: 850-245-4250 This table consists of data relating to all privately and publicly owned potable wells investigated as part of the SUPER Act program. The Florida Department of Health’s SUPER Act Program (per Chapter 376.3071(4)(g), Florida Statutes), was given authority to provide field and laboratory services, toxicological risk assessments, investigations of drinking water contamination complaints and education of the public. Water Well Location Information Source: Suwannee River Water Management District Telephone: 386-796-7211 Water Well Permit Database Source: Southwest Water Management District Telephone: 352-796-7211 Oil and Gas Permit Database Source: Department of Environmental Protection Telephone: 850-245-3194 Locations of all permitted wells in the state of Florida. Florida Sinkholes Source: Department of Environmental Protection, Geological Survey TC7123398.2s Page PSGR-2 PHYSICAL SETTING SOURCE RECORDS SEARCHED 2451 RADON State Database: FL Radon Source: Department of Health Telephone: 850-245-4288 Zip Code Based Radon Data Area Radon Information Source: USGS Telephone: 703-356-4020 The National Radon Database has been developed by the U.S. Environmental Protection Agency (USEPA) and is a compilation of the EPA/State Residential Radon Survey and the National Residential Radon Survey. The study covers the years 1986 - 1992. Where necessary data has been supplemented by information collected at private sources such as universities and research institutions. EPA Radon Zones Source: EPA Telephone: 703-356-4020 Sections 307 & 309 of IRAA directed EPA to list and identify areas of U.S. with the potential for elevated indoor radon levels. OTHER Airport Landing Facilities: Private and public use landing facilities Source: Federal Aviation Administration, 800-457-6656 Epicenters: World earthquake epicenters, Richter 5 or greater Source: Department of Commerce, National Oceanic and Atmospheric Administration Earthquake Fault Lines: The fault lines displayed on EDR’s Topographic map are digitized quaternary faultlines, prepared in 1975 by the United State Geological Survey STREET AND ADDRESS INFORMATION © 2015 TomTom North America, Inc. All rights reserved. This material is proprietary and the subject of copyright protection and other intellectual property rights owned by or licensed to Tele Atlas North America, Inc. The use of this material is subject to the terms of a license agreement. You will be held liable for any unauthorized copying or disclosure of this material. TC7123398.2s Page PSGR-3 PHYSICAL SETTING SOURCE RECORDS SEARCHED 2452 Appendix iv 2453 2014 Edgewater Drive, Suite 246 Orlando, Florida 32804 (321) 442-3056 cwilhelm@nativegeo.com CLINTON H. WILHELM EXPERIENCE Mr. Wilhelm has worked in the environmental and geotechnical industry for over seven years. He is familiar with stormwater system design methodologies, field testing for soil and groundwater parameters for stormwater system design, groundwater modeling, environmental assessment of soil and groundwater contamination, as well as environmental remediation technologies. Mr. Wilhelm has performed and reviewed numerous geotechnical and environmental reports in the State of Florida. He is certified in Hazardous Waste Operations and Emergency Response (HAZWOPER) per 29 CFR 1910.120(e). He has conducted numerous site assessments including soil and groundwater screening, sampling and analysis and has overseen soil and groundwater remediation projects. Mr. Wilhelm has participated in the performance of environmental site assessments that include environmental analyses, investigations, and remediation which involve the understanding of surface and subsurface environmental conditions and the process used to develop opinions regarding conditions indicative of releases of hazardous substances and or petroleum products. EDUCATION FLORIDA ATLANTIC UNIVERSITY, BOCA RATON, FLORIDA – BACHELORS OF SCIENCE IN GEOLOGY 2454 2014 Edgewater Drive, Suite 246 Orlando, Florida 32804 (407) 342-1443 cdiehl@nativegeo.com JOHN (CAIN) DIEHL, JR, P.G. EXPERIENCE Mr. Diehl has worked in the environmental industry for over 15 years and is currently a Professional Geologist in the State of Florida (P.G. # 2460). He is familiar with environmental remediation technologies such as In-Situ Chemical Oxidation, Bioremediation, Air Sparging and Soil Vapor Recovery, Permeable Reactive Barriers, etc. Mr. Diehl has performed and reviewed numerous Phase I Environmental Site Assessments in the State of Florida as well as Georgia, Alabama, New Hampshire, Maine, Utah, and California. He is certified in Hazardous Waste Operations and Emergency Response (HAZWOPER) per 29 CFR 1910.120(e). He has conducted numerous site assessments including soil and groundwater screening, sampling and analysis and has overseen soil and groundwater remediation projects. Mr. Diehl has participated in the performance of environmental site assessments that include environmental analyses, investigations, and remediation which involve the understanding of surface and subsurface environmental conditions and the processes used to evaluate these conditions and for which professional judgment was used to develop opinions regarding conditions indicative of releases of hazardous substances and or petroleum products. EDUCATION UNIVERSITY OF FLORIDA, GAINESVILLE, FLORIDA – BACHELORS OF SCIENCE IN GEOLOGY With Honors UNIVERSITY OF MONTANA, MISSOULA, MONTANA – MASTERS OF SCIENCE IN HYDROGEOLOGY 2455 QUEUE ANALYSIS Chick-Fil-A 4311 Manatee Avenue Prepared for: Bohler Engineering 2456 Queue Analysis Chick-Fil-A – 4311 Manatee Avenue July 2024 Prepared for: Bohler Engineering Prepared by: Palm Traffic 400 North Tampa Street, 15th Floor Tampa, FL 33602 Ph: (813) 296-2595 Project No. T23098 Vicki L. Castro, P.E. P.E. No. 47128 This item has been digitally signed and sealed by Vicki L Castro on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Vicki L Castro Digitally signed by Vicki L Castro Date: 2024.07.23 09:16:17 -04'00' 2457 Queue Analysis Chick-Fil-A – 4311 Manatee Avenue i TABLE OF CONTENTS Project Overview ...................................................................................................................... 1 Access Summary ....................................................................................................................... 1 Estimated Project Trip Generation ........................................................................................ 1 Queue Length Hourly Analysis ............................................................................................... 4 LIST OF FIGURES Figure 1. Project Location ................................................................................................................................ 2 LIST OF TABLES Table 1. Estimated Project Trip Generation ................................................................................................ 3 Table 2. Estimated Maximum Hourly Queue Length .................................................................................. 5 LIST OF APPENDICES Site Plan Observed Trip Generation ITE Trip Generation Observed Queue Data 2458 Queue Analysis Chick-Fil-A – 4311 Manatee Avenue 1 PROJECT OVERVIEW The purpose of this report is to provide the Queue Analysis for the existing Chick-Fil-A located at 4311 Manatee Avenue West which on the corner of Manatee Avenue West and 43rd Street West in the Manatee County, Florida, as shown in Figure 1. The store is 5,113 square feet with two drive through lanes extending from the drive through exit to the drive through entrance. ACCESS SUMMARY The accesses for the project is as follows:  One (1) full access to 43rd Street West  One (1) full access to 44th Street West. Manatee Avenue West is a four-lane divided roadway with an existing posted speed limit of 45 mph. 43rd Street West and 44th Street West are two (2) lane undivided roadways. A site plan is included in the Appendix of this report. ESTIMATED PROJECT TRIP GENERATION A 12-hour observation study of the traffic entering and exiting the existing Chick-Fil-A was conducted on December 5, 2023 from 7:00 AM to 7:00 PM in 15-minute intervals. This data was utilized to develop the AM, mid-day, and PM peak hour trip generation for this store. Based on the observational study, during the AM peak hour, it is estimated that existing restaurant attracts 222 trip ends with 115 inbound and 107 outbound, as shown in Table 1. During the mid-day peak hour, it is estimated that existing restaurant attracts 550 trip ends with 278 inbound and 272 outbound, as shown in Table 1. During the PM peak hour, it is estimated that existing restaurant attracts 336 trip ends with 169 inbound and 167 outbound, as shown in Table 1. The trip rates obtained from the latest computerized version of “OTISS” which utilizes the Institute of Transportation Engineers’ (ITE) Trip Generation, 11th Edition, 2021, as its database were included for comparison. 2459 Queue Analysis Chick-Fil-A – 4311 Manatee Avenue 2 Figure 1. Project Location 2460 Queue Analysis Chick-Fil-A – 4311 Manatee Avenue 3 Table 1. Estimated Project Trip Generation ITE Land Use LUC Size In Out Total Rate In Out Total Rate In Out Total Rate CFA w DT 934 5,113 SF 115 107 222 43.44 278 272 550 107.63 169 167 336 65.75 ITE Trip Rate (2) 116 112 228 44.61 88 81 169 33.03 (1) Source: CFA observational study December 5, 2023. (2) Source: ITE Trip Generation Hanbook, 11th Edition. AM Peak Hour Trip Ends (1) Mid-Day Trip Ends (1) PM Peak Hour Trip Ends (1) 2461 Queue Analysis Chick-Fil-A – 4311 Manatee Avenue 4 QUEUE LENGTH HOURLY ANALYSIS A 12-hour observation study of the queue length in both lanes from the pick-up window to the order board and from the order board to the end of the lane was conducted on December 5, 2023, from 7:00 AM to 7:00 PM in one (1)-minute intervals. This data was utilized to develop the maximum one (1) minute queue in each lane per hour. Based on the observation study, the single longest queue occurred during the 12:00 – 1:00 PM hour with 10 vehicles queued at order board, as shown in Table 1. The longest queue from the pick-up window was 8 vehicles occurring during five (5) different hours. In addition, it was noted if the queue extended beyond the drive through lanes and into the parking area. The queue never extended beyond the queue area. 2462 Queue Analysis Chick-Fil-A – 4311 Manatee Avenue 5 Table 2. Estimated Maximum Hourly Queue Length Time 7:00-8:00 AM 8 2 0 8:00-9:00 AM 6 3 0 9:00-10:00 AM 3 3 0 10:00-11:00 AM 4 4 0 11:00 AM-12:00 PM 4 4 0 12:00-1:00 PM 8 10 0 1:00-2:00 PM 8 6 0 2:00-3:00 PM 4 5 0 3:00-4:00 PM 5 4 0 4:00-5:00 PM 6 6 0 5:00-6:00 PM 8 5 0 6:00-7:00 PM 8 5 0 (2) Two lanes each. (1) Based on queue study conducted at existing CFA at 4311 Manatee Ave W on 12/5/2023. Pick Up Window to Order Borad (2) Order Board to End of Lane (2) Beyond Drive Thru Lanes Maximum Queue (1) 2463 APPENDIX 2464 APPENDIX SITE PLAN 2465 MANATEE AVE. MANATEE AVE. 4 3 R D S T R E E T W E S T 4 4 T H S T R E E T W E S T W E S NA D 8 3 NA D 8 3 RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW 66 . 2 ' T O S O U T H E R N P R O P E R T Y B O U N D A R Y 10 1 . 1 ' 50 . 6 ' 0+00.00 0+54.390+50.00 10' LANDSCAPE BUFFER 10' LANDSCAPE BUFFER 10 ' L A N D S C A P E B U F F E R & B U I L D I N G S E T B A C K 10 ' L A N D S C A P E B U F F E R & B U I L D I N G S E T B A C K 6 4 7 8 16 14 9 7 8 9 8 12 ' 5' 12 ' 5' 12 ' 5.7'20'24'20'20'24'20' 13.7'10'10' 20 ' 24 ' 6' 20 ' 30 ' 9' (T Y P . ) 9' (T Y P . ) 9' (T Y P . ) 9' (T Y P . ) 9' ( T Y P . ) 9' (TYP.)9' (TYP.)9' (TYP.) 12 . 7 ' 10'3'10'2' 4' 11.5'13.5' 4.5' 12 ' 12 ' 3' 36 . 6 ' 2 0 ' R 2 7 ' R 1 5 ' R 20'R 20'R 15 ' R 5'R 10'R 1 5 ' R 2 5 ' R 25'R 10'R 12 1 . 6 3 ' 44.48' 76 . 9 5 ' 42.45' 1 0 ' R 5'12' 9' (TYP.) 5' 4. 5 ' 5. 7 ' 5. 7 ' 13.3' 5'R 35' BUILDING SETBACK 25' BUILDING SETBACK 35' BUILDING SETBACK P13-LS-LARGE-REVERSE 102 SEATS (INT.) 16 SEATS (EXT.) 5,113 S.F. 98 PARKING SPACES F.F.E.= 22.50 12 ' 30 ' 10'R 10'R 10'R 13 . 7 ' 10'R 2 5 ' 171° ' 1 0 ' 5' 5' 30 ' 30 ' 5' 5' 6' 10'R 4. 5 ' 4'6' 5' 5' 5' 1 0 ' R 35' R 3 5 ' R 5' FU T U R E R / W S E T B A C K 130' (Dr) 420' (DL) 14 ' 14 . 5 ' SIGHT TRIANGLE SIGHT TRIANGLE 1 1 1 2 3 3 3A 3A 4 4 4 5A 5C 5A 5C 5A 5A 5C 6 6 6 6 6 7 7 7 7 7 9 12 1111 11 11 11 11 11 12 12 12 12 17 20 20 24 24 24 24 24 24 25 25 27 28 28 28 28 28 30 34 30 575B 5B 5B 30 6 628 28 56 36 2418 53 25 25 39 39 39 39 21 45 19 22 22 22 22 22 22 8 3 5A 5A 5B 22 14A 14B 5G 34 5B 26 5F 8 15 53 53 2 3 6 6 6 7 7 88 8 8 8 10 11 11 11 11 7 7 12 13 16 16 20 24 24 24 53 12 24 28 57 57 34 34 34 34 34 34 34 35 38 39 3 8 8 39 6242 43 43 43 62 62 45 45 50 50 17 31 31 15 15 22 22 22 8 88 7 7 26 41 41 40 40 40 5F 25 43 29 33 33 47 47 47 47 47 47 47 47 47 47 37 5D 46 7 20 20 44 44 64.9' 32.4' 30' x 30' SIGHT TRIANGLE 30' x 30' SIGHT TRIANGLE 30' x 30' SIGHT TRIANGLE 30' x30' SIGHT TRIANGLE 5' 45 55.08' 23 20 20 32 55 5F 10 . 5 ' 10 . 5 ' 32 32 5.3' 5.7' 5' T METER WV RW METER WVWV WV WV SPP-0 16 1 2 3 4 5 5A 5B 5C STANDARD PARKING STALL (TYP) SIDEWALK ACCESSIBLE RAMP (TYP) PROP. DETECTABLE WARNING STRIP (TYP) DRIVE-THRU ISOMETRIC (REFER TO ARCH. PLANS AND CFA DETAILS) CONCRETE CURB (TYP) REFUSE ENCLOSURE FOUNDATION (REFER TO ARCH. PLANS AND CFA FLUSH CURB CONCRETE PAVING @ DRIVE THRU LANE CLEARANCE BAR TRANSFORMER & PULL BOX WITH BOLLARDS ROOF DOWNSPOUT (TO CONNECT TO SITE DRAINAGE SYSTEM) 1,250 GAL. GREASE INTERCEPTOR ( PER UTILITY PROVIDER REQS.) AREA LIGHT AND POLE (REFER TO LIGHTING PLAN BY OTHERS, TYP) LANDSCAPED AREA ACCESSIBLE LANDING AREA (TYP) PROP. RELOCATED ROW LINE SEASONAL OUTDOOR SEATING AREA (REFER TO ARCH. PLANS) 4" WIDE WHITE STRIPE (TYP.) DRIVE-THRU ORDER POINT BOLLARD SITE PLAN DESIGN NOTES & KEY PLAN DIRECTIONAL ARROW (TYP) DRIVE-THRU GRAPHICS (TYP) STOP BAR GRAPHIC (TYP) PAINTED ACCESSIBLE PARKING SYMBOL (TYP) SITE SIGNAGE ALL SIGNS SHALL CONFORM TO THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" BY THE U.S. DEPARTMENT OF TRANSPORTATION STOP SIGN ACCESSIBLE PARKING SIGN WITH BOLLARD BASE "DO NOT ENTER" SIGN 6 7 8 9 10 11 13 14 15 17 18 19 20 21 22 23 24 25 27 26 32 33 31 28 29 4" WIDE STRIPES @ 3' O.C., YELLOW REFLECTIVE PAINT WITH 30 CONCRETE SIDEWALK34 PROP. LOCATION OF RELOCATED MAILBOX35 FLAGPOLE (REFER TO SIGN PACKAGE BY OTHERS) MONOLITHIC CURB AND SIDEWALK (TYP)12 36 PROP. 130 LF OF 6' PVC FENCE (PAINTED TO MATCH EXISTING)37 PROP. ALUMINUM HANDRAIL 38 STRIPED CROSS-WALK (TYP)39 4" WIDE BLUE STRIPE (TYP.)40 5D DOUBLE FACED PYLON SIGN 5E CATERING AND CARRYOUT SIGN WITH BOLLARD BASE BUILDING CANOPY41 4'' WIDE YELLOW STRIPE42 LIMIT OF CONC. CURB REPLACEMENT 43 44 SANITARY SEWER CLEANOUT45 PROP. RELOCATED "SPEEDING FINES DOUBLED SIGN"46 PROP. CATCH BASIN. GC TO PAINT INLETS BLACK47 48 PROP. FIRE HYDRANT49 EDGE OF CONCRETE PAVEMENT50 AND NEW YORK STATE SUPPLEMENT; REFER TO SIGN PLAN BY OTHERS GRANITE CURB 51 PROP FIRST DEFENSE UNIT HYDRODYNAMIC SEPARATOR52 5F YIELD FOR PEDESTRIAN SIGN PROP. BOLLARD 53 5G LEFT TURN ONLY SIGN PROP. EDGE OF ASPHALT PAVEMENT ANTI-SLIP ADHESIVE PROP. DELINEATOR POST 54 DETAILS) ORDER CANOPY (REFER TO PLANS BY OTHERS)55 OUTSIDE MEAL DELIVERY CANOPY (REFER TO PLANS BY OTHERS)56 CANOPY COLUMN (REFER TO PLANS BY OTHERS)57 PROP. SANITARY SEWER MANHOLE58 LIMIT OF WORK 59 60 PROPOSED RELOCATED FLASHING SPEED LIMIT SIGN61 LIMIT OF GRANITE CURB62 PROP. CASH STATION (5' x 5' CONC. PAD FOR CASH STATION 3A DO NOT ENTER GRAPHIC (TYP) PROP. SAWCUT - REMOVE AND REPLACE PAVEMENT TO FULL DEPTH (TYP) PROPOSED CONCRETE DRIVEWAY PER MANATEE COUNTY DETAIL 101.3 (SEE SHEET C-5.3) 3B ONE WAY GRAPHIC (TYP) (IN ACCORDANCE WITH UTILITY COMPANY REQUIREMENTS. GC TO COORDINATE TRANSFORMER LOCATION, BOLLARD PLACEMENT AND ALL OTHER REQUIREMENTS WITH THE UTILITY PROVIDER PRIOR TO CONSTRUCTION ) MENU BOARD & CANOPY ORDERING STATION (REFER TO ARCH PLANS BY OTHERS) TYPICAL PAVEMENT SECTION (REFER TO GEOTECHNICAL REPORT BY OTHERS) CONCRETE APRON @ TRASH ENCLOSURE PROP. REDI ROCK RETAINING WALL (TO BE DESIGNED AND INSTALLED BY GC. DRIVE-THRU MANUAL SLIDER PANEL DOOR. REFER TO ARCH PLANS FOR DETAILS THIS PLAN TO BE UTILIZED FOR SITE LAYOUT PURPOSES ONLY REFER TO C-2.3 FOR ADDITIONAL NOTES 14A 14B LIGHT DUTY PAVEMENT SECTION (PARKING SPACES ONLY) HEAVY DUTY PAVEMENT SECTION PROP. FIRE DEPARTMENT CONNECTION (REFER TO ARCH PLANS) 1"=20' 0 2051020 LEGEND EX. PROPERTY LINE PROP. PARKING COUNT PROP. SIGN PROP. CONCRETE SIDEWALK PROP. BUFFER PROP. SETBACK PROP. BUILDING ENTRANCES # PROP. HEAVY DUTY CONCRETE EX. ADJACENT PROPERTY LINE PROP. PROPERTY LINE EX. ROADWAY C/L SITE LAYOUT PLAN C-2.0 H:\2020\FLT200231\DRAWINGS\PLAN SETS\SITE CONSTRUCTION PLANS\FLT200231-SPP-0.DWG PRINTED BY: WGARNER 5.17.23 @ 10:33 AM LAST SAVED BY: LSHAKES STORE SHEET : : : : :CHECKED BY JOB NO. DRAWN BY DATE STORE RECORD DRAWINGS PRELIMINARY SHEET TITLE DWG EDITION 02.4 CAD ID : SERIES 08 - ALWAYS CALL 811 It's fast. It's free. It's the law. TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S BO H L E R 3820 NORTHDALE BLVD., SUITE 300B TAMPA, FLORIDA 33624 Phone:(813) 812-4100 Fax:(813) 812-4101 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 RE9ISIONS REV DATE COMMENT DRAWN BY CHECKED BY FOR CONSTRUCTION 04/27/2023 #04871 FLT200231 X EWS JRT #04871 BRADENTON 4311 MANATEE AVE W BRADENTON, FL 34209 THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY KYLE STEVEN MOREL, PE, ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. 1 01/10/2022 PER CITY & FDOT COMMENTS WG KM 2 04/01/2022 PER CITY & COUNTY COMMENTS LS KM 3 05/23/2022 LS KM PER CITY & COUNTY COMMENTS 4 06/03/2022 LS KM PER COUNTY COMMENTS A1 08/22/2022 WG KMPER CONTRACTOR RFI A2 09/21/2022 WG KM PER STORM SHOP DRAWINGS A3 11/04/2022 LS WG PER COUNTY MOD COMMENTS A4 11/16/2022 PER COUNTY MOD COMMENTS LS KM NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED A1 NOT USED SITE DATA PARCEL ID/FOLIO NUMBER 36487000056 SITE ADDRESS 4311 MANATEE AVE W BRADENTON, FL 34209 JURISDICTION CITY OF BRADENTON ZONING SCC (SUBURBAN COMMERCIAL CORRIDOR) FUTURE LAND USE SCC (SUBURBAN COMMERCIAL CORRIDOR) EXISTING LAND USE FINANCIAL INSTITUTION PROPOSED LAND USE RESTAURANTS - OVER 20 SEATS FEMA ZONE Zone X PROPOSED F.A.R.0.05 PROPOSED BUILDING HEIGHT ± 22' TOTAL PROJECT AREA 90,760 SF (2.08 AC) EXISTING GREEN SPACE 22,301 SF (0.51 AC) EXISTING POND AREA 0 AC EXISTING TOTAL IMPERVIOUS AREA 68,389 SF (1.57 AC) EXISTING BLDG. AREA 12,619 SF (0.29 AC) EXISTING VUA AREA 53,579 SF (1.23 AC) EXISTING OTHER IMPERVIOUS AREA 2.240 SF (0.05 AC) PROPOSED GREEN SPACE 18,570 SF (0.42 AC) PROPOSED POND AREA 0 AC PROPOSED TOTAL IMPERVIOUS AREA 72,190 SF (1.66 AC) PROPOSED BLDG. AREA 5,113 SF (0.12 AC) PROPOSED DRIVE THRU BLDG AREA 1,550 SF (0.04 AC) PROPOSED VUA AREA 61,678 SF (1.41 AC) PROPOSED OTHER IMPERVIOUS AREA 3,849 SF (.09 AC) PARKING CALCULATIONS (9'X20') PARKING SPACES PROVIDED 91 SPACES TOTAL (12'X20') ADA SPACES PROVIDED 5 SPACES TOTAL SPACES PROVIDED 96 SPACES REQUIRED PARKING CALCULATION 1/3 SEATS + 1/ 50SF OF DRIVE THRU FLOOR AREA REQUIRED PARKING 42 SPACES + 31 SPACES TOTAL REQUIRED PARKING 73 SPACES BUILDING SETBACKS NORTH 35' SOUTH 35' (RESIDENTIAL ADJACENT) 25' (NON- RESIDENTIAL ADJACENT) EAST 10' WEST 10' LANDSCAPE BUFFER REQUIREMENTS NORTH 10' SOUTH 10' EAST 10' WEST 10' 2 SITE DISTANCE NOTES: 43RD STREET WEST: D = 590' DL = 420' 44TH STREET WEST: D = 590' DR = 130' 2 2 2 4 4 2466 APPENDIX OBSERVED TRIP GENERATION 2467 Location:Chick‐fil‐A,4311 Manatee Ave W Date:12/5/2023 City:Bradenton, FL Day:Tuesday NR ET SL WL WT WR NL SR EL ER IN OUT OUTCOME 7:00 AM 2033037117723 20 3 7:15 AM 003203518101026 25 1 7:30 AM 20651351381026 27 ‐1 7:45 AM 1096089105429 23 6 8:00 AM 5185095116930 29 1 8:15 AM 50350881361029 29 0 8:30 AM 20450291311628 24 4 8:45 AM 10440151815528 25 3 9:00 AM 30180431613323 28 ‐5 9:15 AM 4054023128724 21 3 9:30 AM 20103036916627 28 ‐1 9:45 AM 1066044179728 26 2 10:00 AM 50530231011623 22 1 10:15 AM 2050059871024 22 2 10:30 AM 00113047715525 27 ‐2 10:45 AM 40102045107429 17 12 11:00 AM 1093071212131334 36 ‐2 11:15 AM 101230472316343 26 17 11:30 AM 4 0 11 8 0 5 19 17 25 13 51 51 0 11:45 AM 2 0 12 11 0 11 13331812 60 52 8 12:00 PM 6 1 23 9 0 11 13 27 27 12 70 59 11 12:15 PM 8 0 15 16 0 7 18 37 37 17 78 77 1 12:30 PM 1 0 19 14 0 14 15313018 66 76 ‐10 12:45 PM 4 0 14 10 1 9 13 33 22 18 64 60 4 1:00 PM 5 0 12 12 0 4 9 14 24 15 40 55 ‐15 1:15 PM 3 1 12 6 0 6 17 21 22 11 54 45 9 1:30 PM 3 0 12 6 0 9 12 25 19 18 52 52 0 1:45 PM 208107814241232 44 ‐12 2:00 PM 1011502916151137 33 4 2:15 PM 3086001011211732 44 ‐12 2:30 PM 1 0 10 8 0 8 23 19 10 15 53 41 12 2:45 PM 2057061313141333 40 ‐7 3:00 PM 3 1 12 13 0 5 11 20 14 10 47 42 5 3:15 PM 20890871461131 34 ‐3 3:30 PM 20127011818121040 40 0 3:45 PM 1089010118111428 44 ‐16 4:00 PM 3 0 10 1 0 3 11 19 11 12 43 27 16 4:15 PM 1098041315191038 41 ‐3 4:30 PM 4034051114131432 36 ‐4 4:45 PM 3087072312111446 39 7 5:00 PM 2059173012151549 47 2 5:15 PM 5066041220141543 39 4 5:30 PM 1081202913161231 42 ‐11 5:45 PM 7075051018131542 38 4 6:00 PM 0 0 10 6 0 4 11 18 16 13 39 39 0 6:15 PM 0076051129211147 43 4 6:30 PM 5086041614181743 45 ‐2 6:45 PM 2086071028231148 47 1 Totals 127 4 415 303 3 266 508 814 724 531 1868 1827 41 Prepared by National Data & Surveying Services Trip Gen Study TIME [001] West Dwy IN OUT [002] East Dwy Trip OUTIN 2468 2469 APPENDIX ITE TRIP GENERATION 2470 2471 2472 APPENDIX OBSERVED QUEUE DATA 2473 Location: Chick‐fil‐A, 4311 Manatee Ave W Date: 12/5/2023 (Tue) City: Bradenton, FL QUEUE 3 Combined Lane 1Lane 2Lane 1Lane 2Lane 1 7:00 AM10100 7:01 AM00000 7:02 AM00000 7:03 AM10000 7:04 AM00110 7:05 AM20220 7:06 AM60100 7:07 AM70000 7:08 AM40100 7:09 AM20110 7:10 AM40000 7:11 AM30110 7:12 AM50100 7:13 AM30110 7:14 AM30100 7:15 AM30110 7:16 AM20100 7:17 AM20100 7:18 AM30000 7:19 AM20100 7:20 AM21000 7:21 AM00000 7:22 AM00110 7:23 AM20110 7:24 AM40120 7:25 AM40010 7:26 AM40100 7:27 AM50110 7:28 AM70100 7:29 AM40110 7:30 AM50120 7:31 AM80210 7:32 AM60220 7:33 AM70110 7:34 AM50000 7:35 AM30110 7:36 AM20220 7:37 AM40210 7:38 AM50010 7:39 AM50000 7:40 AM50100 7:41 AM40000 7:42 AM20000 7:43 AM20110 7:44 AM40100 7:45 AM40100 7:46 AM30010 7:47 AM30110 7:48 AM40000 7:49 AM30110 7:50 AM40000 7:51 AM30000 7:52 AM20210 7:53 AM20100 7:54 AM10110 7:55 AM20010 7:56 AM00000 7:57 AM00100 7:58 AM00200 7:59 AM10210 Time QUEUE 1                                      From Pick Up Window to Order Board QUEUE 2  From Order Board to the End of the Lane         Snapshot Queue Length (# of Vehicles) Prepared by National Data & Surveying Services Snapshot Queue 2474 QUEUE 3 Combined Lane 1Lane 2Lane 1Lane 2Lane 1 Time QUEUE 1                                      From Pick Up Window to Order Board QUEUE 2  From Order Board to the End of the Lane         Snapshot Queue Length (# of Vehicles) 8:00 AM20110 8:01 AM40110 8:02 AM60220 8:03 AM50210 8:04 AM30120 8:05 AM40000 8:06 AM40000 8:07 AM00100 8:08 AM20000 8:09 AM30110 8:10 AM50110 8:11 AM40110 8:12 AM20310 8:13 AM20020 8:14 AM20210 8:15 AM30100 8:16 AM10110 8:17 AM11110 8:18 AM22110 8:19 AM13100 8:20 AM20110 8:21 AM31100 8:22 AM21000 8:23 AM20000 8:24 AM00110 8:25 AM20100 8:26 AM21000 8:27 AM11110 8:28 AM00110 8:29 AM10000 8:30 AM20000 8:31 AM10000 8:32 AM10110 8:33 AM20210 8:34 AM30210 8:35 AM40110 8:36 AM50120 8:37 AM40100 8:38 AM30110 8:39 AM11000 8:40 AM10100 8:41 AM10010 8:42 AM30000 8:43 AM30000 8:44 AM10000 8:45 AM00020 8:46 AM10010 8:47 AM10000 8:48 AM10100 8:49 AM00110 8:50 AM10110 8:51 AM10110 8:52 AM21010 8:53 AM13100 8:54 AM13010 8:55 AM21120 8:56 AM20110 8:57 AM01200 8:58 AM11110 8:59 AM12120 2475 QUEUE 3 Combined Lane 1Lane 2Lane 1Lane 2Lane 1 Time QUEUE 1                                      From Pick Up Window to Order Board QUEUE 2  From Order Board to the End of the Lane         Snapshot Queue Length (# of Vehicles) 9:00 AM12110 9:01 AM23100 9:02 AM33010 9:03 AM02000 9:04 AM02010 9:05 AM01110 9:06 AM11100 9:07 AM11100 9:08 AM21000 9:09 AM20010 9:10 AM00110 9:11 AM11110 9:12 AM11110 9:13 AM12110 9:14 AM11110 9:15 AM00110 9:16 AM01110 9:17 AM10110 9:18 AM11000 9:19 AM11010 9:20 AM12100 9:21 AM23100 9:22 AM11100 9:23 AM10110 9:24 AM21000 9:25 AM21000 9:26 AM01100 9:27 AM02110 9:28 AM10220 9:29 AM21110 9:30 AM32010 9:31 AM22220 9:32 AM02200 9:33 AM11000 9:34 AM11000 9:35 AM00100 9:36 AM00100 9:37 AM10000 9:38 AM10110 9:39 AM11010 9:40 AM01110 9:41 AM00220 9:42 AM12320 9:43 AM22110 9:44 AM22220 9:45 AM22210 9:46 AM22220 9:47 AM31220 9:48 AM33110 9:49 AM33120 9:50 AM21220 9:51 AM22320 9:52 AM21320 9:53 AM20220 9:54 AM21120 9:55 AM21120 9:56 AM10330 9:57 AM11220 9:58 AM12210 9:59 AM13210 2476 QUEUE 3 Combined Lane 1Lane 2Lane 1Lane 2Lane 1 Time QUEUE 1                                      From Pick Up Window to Order Board QUEUE 2  From Order Board to the End of the Lane         Snapshot Queue Length (# of Vehicles) 10:00 AM23110 10:01 AM22100 10:02 AM21000 10:03 AM10010 10:04 AM00010 10:05 AM01210 10:06 AM10110 10:07 AM01220 10:08 AM11220 10:09 AM22220 10:10 AM23110 10:11 AM12210 10:12 AM20120 10:13 AM31010 10:14 AM21120 10:15 AM32010 10:16 AM13000 10:17 AM22100 10:18 AM21010 10:19 AM20010 10:20 AM00120 10:21 AM01230 10:22 AM12400 10:23 AM32220 10:24 AM22310 10:25 AM32220 10:26 AM43110 10:27 AM31210 10:28 AM41100 10:29 AM11100 10:30 AM12210 10:31 AM22020 10:32 AM22210 10:33 AM21110 10:34 AM20120 10:35 AM12100 10:36 AM21200 10:37 AM21100 10:38 AM10100 10:39 AM10010 10:40 AM01000 10:41 AM01000 10:42 AM00100 10:43 AM00000 10:44 AM00000 10:45 AM00000 10:46 AM00000 10:47 AM00100 10:48 AM10100 10:49 AM10100 10:50 AM10210 10:51 AM21010 10:52 AM12000 10:53 AM12000 10:54 AM01000 10:55 AM00000 10:56 AM00110 10:57 AM10110 10:58 AM20100 10:59 AM20220 2477 QUEUE 3 Combined Lane 1Lane 2Lane 1Lane 2Lane 1 Time QUEUE 1                                      From Pick Up Window to Order Board QUEUE 2  From Order Board to the End of the Lane         Snapshot Queue Length (# of Vehicles) 11:00 AM20320 11:01 AM21420 11:02 AM21340 11:03 AM42330 11:04 AM31430 11:05 AM31430 11:06 AM41330 11:07 AM21330 11:08 AM13200 11:09 AM13220 11:10 AM22110 11:11 AM32010 11:12 AM31110 11:13 AM00100 11:14 AM00100 11:15 AM00200 11:16 AM10110 11:17 AM11220 11:18 AM11220 11:19 AM20220 11:20 AM01220 11:21 AM02220 11:22 AM22330 11:23 AM20130 11:24 AM00220 11:25 AM32120 11:26 AM12220 11:27 AM00330 11:28 AM20220 11:29 AM42100 11:30 AM30110 11:31 AM21110 11:32 AM11110 11:33 AM00440 11:34 AM22330 11:35 AM31130 11:36 AM22110 11:37 AM11410 11:38 AM21220 11:39 AM31240 11:40 AM21330 11:41 AM11310 11:42 AM00320 11:43 AM02320 11:44 AM33330 11:45 AM11430 11:46 AM21240 11:47 AM24320 11:48 AM33220 11:49 AM32120 11:50 AM22200 11:51 AM10310 11:52 AM22110 11:53 AM12220 11:54 AM12230 11:55 AM13210 11:56 AM33100 11:57 AM22320 11:58 AM01220 11:59 AM22120 2478 QUEUE 3 Combined Lane 1Lane 2Lane 1Lane 2Lane 1 Time QUEUE 1                                      From Pick Up Window to Order Board QUEUE 2  From Order Board to the End of the Lane         Snapshot Queue Length (# of Vehicles) 12:00 PM13210 12:01 PM11110 12:02 PM00220 12:03 PM12430 12:04 PM12440 12:05 PM02440 12:06 PM20440 12:07 PM23450 12:08 PM01450 12:09 PM56550 12:10 PM27430 12:11 PM27550 12:12 PM28430 12:13 PM43220 12:14 PM55200 12:15 PM24110 12:16 PM35220 12:17 PM37440 12:18 PM56340 12:19 PM24570 12:20 PM24660 12:21 PM038100 12:22 PM65660 12:23 PM24760 12:24 PM34770 12:25 PM33880 12:26 PM13980 12:27 PM43880 12:28 PM60760 12:29 PM22450 12:30 PM32660 12:31 PM44550 12:32 PM43450 12:33 PM33450 12:34 PM56440 12:35 PM43550 12:36 PM27660 12:37 PM63350 12:38 PM62440 12:39 PM75430 12:40 PM37310 12:41 PM38120 12:42 PM36320 12:43 PM23110 12:44 PM11130 12:45 PM11220 12:46 PM10320 12:47 PM10430 12:48 PM22330 12:49 PM21430 12:50 PM20220 12:51 PM22440 12:52 PM11430 12:53 PM43330 12:54 PM23330 12:55 PM01440 12:56 PM01550 12:57 PM01450 12:58 PM11440 12:59 PM21540 2479 QUEUE 3 Combined Lane 1Lane 2Lane 1Lane 2Lane 1 Time QUEUE 1                                      From Pick Up Window to Order Board QUEUE 2  From Order Board to the End of the Lane         Snapshot Queue Length (# of Vehicles) 1:00 PM32440 1:01 PM43430 1:02 PM53320 1:03 PM52530 1:04 PM33430 1:05 PM32420 1:06 PM21330 1:07 PM22220 1:08 PM12320 1:09 PM01110 1:10 PM11110 1:11 PM11120 1:12 PM22000 1:13 PM03120 1:14 PM03200 1:15 PM22200 1:16 PM12100 1:17 PM00320 1:18 PM11430 1:19 PM23230 1:20 PM32200 1:21 PM10230 1:22 PM11230 1:23 PM22100 1:24 PM21330 1:25 PM11340 1:26 PM11340 1:27 PM13120 1:28 PM22110 1:29 PM32120 1:30 PM42020 1:31 PM11210 1:32 PM00110 1:33 PM00220 1:34 PM10210 1:35 PM10110 1:36 PM10210 1:37 PM11220 1:38 PM03340 1:39 PM21430 1:40 PM21430 1:41 PM22440 1:42 PM11440 1:43 PM01550 1:44 PM12550 1:45 PM13560 1:46 PM25440 1:47 PM28330 1:48 PM54120 1:49 PM45220 1:50 PM34300 1:51 PM22230 1:52 PM32210 1:53 PM33110 1:54 PM33010 1:55 PM31000 1:56 PM10100 1:57 PM10110 1:58 PM01110 1:59 PM02000 2480 QUEUE 3 Combined Lane 1Lane 2Lane 1Lane 2Lane 1 Time QUEUE 1                                      From Pick Up Window to Order Board QUEUE 2  From Order Board to the End of the Lane         Snapshot Queue Length (# of Vehicles) 2:00 PM03000 2:01 PM01000 2:02 PM00220 2:03 PM20220 2:04 PM02120 2:05 PM00210 2:06 PM21000 2:07 PM21210 2:08 PM11200 2:09 PM21220 2:10 PM11450 2:11 PM21330 2:12 PM23430 2:13 PM14340 2:14 PM13440 2:15 PM14330 2:16 PM43220 2:17 PM23220 2:18 PM43220 2:19 PM44200 2:20 PM34110 2:21 PM44210 2:22 PM23210 2:23 PM22010 2:24 PM20300 2:25 PM21100 2:26 PM11010 2:27 PM11000 2:28 PM10110 2:29 PM20100 2:30 PM11210 2:31 PM20220 2:32 PM12120 2:33 PM02310 2:34 PM11340 2:35 PM22530 2:36 PM23410 2:37 PM10430 2:38 PM11210 2:39 PM01200 2:40 PM20010 2:41 PM10100 2:42 PM00310 2:43 PM12320 2:44 PM13330 2:45 PM12220 2:46 PM12320 2:47 PM32220 2:48 PM21120 2:49 PM02330 2:50 PM12210 2:51 PM23000 2:52 PM22000 2:53 PM12000 2:54 PM00010 2:55 PM01000 2:56 PM02300 2:57 PM11330 2:58 PM22330 2:59 PM33120 2481 QUEUE 3 Combined Lane 1Lane 2Lane 1Lane 2Lane 1 Time QUEUE 1                                      From Pick Up Window to Order Board QUEUE 2  From Order Board to the End of the Lane         Snapshot Queue Length (# of Vehicles) 3:00 PM43210 3:01 PM55000 3:02 PM35010 3:03 PM25110 3:04 PM02210 3:05 PM00230 3:06 PM11120 3:07 PM23210 3:08 PM33000 3:09 PM12210 3:10 PM22210 3:11 PM10220 3:12 PM20230 3:13 PM03310 3:14 PM13320 3:15 PM23130 3:16 PM32240 3:17 PM20230 3:18 PM12210 3:19 PM11110 3:20 PM21100 3:21 PM32010 3:22 PM12110 3:23 PM11120 3:24 PM11020 3:25 PM13000 3:26 PM01100 3:27 PM11100 3:28 PM11000 3:29 PM01000 3:30 PM00110 3:31 PM01110 3:32 PM22210 3:33 PM22100 3:34 PM32000 3:35 PM11110 3:36 PM10320 3:37 PM10430 3:38 PM01430 3:39 PM02430 3:40 PM31240 3:41 PM21440 3:42 PM20440 3:43 PM10440 3:44 PM12440 3:45 PM21230 3:46 PM13140 3:47 PM41130 3:48 PM42210 3:49 PM34200 3:50 PM54210 3:51 PM32110 3:52 PM42020 3:53 PM12100 3:54 PM22100 3:55 PM10110 3:56 PM11000 3:57 PM11100 3:58 PM00220 3:59 PM10000 2482 QUEUE 3 Combined Lane 1Lane 2Lane 1Lane 2Lane 1 Time QUEUE 1                                      From Pick Up Window to Order Board QUEUE 2  From Order Board to the End of the Lane         Snapshot Queue Length (# of Vehicles) 4:00 PM10100 4:01 PM00220 4:02 PM21100 4:03 PM22120 4:04 PM21110 4:05 PM22100 4:06 PM01330 4:07 PM12430 4:08 PM11430 4:09 PM21440 4:10 PM11330 4:11 PM10450 4:12 PM10460 4:13 PM31540 4:14 PM41340 4:15 PM33440 4:16 PM23430 4:17 PM43220 4:18 PM32120 4:19 PM23130 4:20 PM34110 4:21 PM33010 4:22 PM01100 4:23 PM12110 4:24 PM01220 4:25 PM12520 4:26 PM00520 4:27 PM11340 4:28 PM21330 4:29 PM30440 4:30 PM42130 4:31 PM65220 4:32 PM52210 4:33 PM32310 4:34 PM31120 4:35 PM12110 4:36 PM21000 4:37 PM00100 4:38 PM10210 4:39 PM00230 4:40 PM22330 4:41 PM01330 4:42 PM30210 4:43 PM21200 4:44 PM30000 4:45 PM20200 4:46 PM10430 4:47 PM01440 4:48 PM21340 4:49 PM11460 4:50 PM21450 4:51 PM33540 4:52 PM32560 4:53 PM25440 4:54 PM12330 4:55 PM24130 4:56 PM42210 4:57 PM32320 4:58 PM23310 4:59 PM53210 2483 QUEUE 3 Combined Lane 1Lane 2Lane 1Lane 2Lane 1 Time QUEUE 1                                      From Pick Up Window to Order Board QUEUE 2  From Order Board to the End of the Lane         Snapshot Queue Length (# of Vehicles) 5:00 PM33450 5:01 PM32340 5:02 PM34430 5:03 PM13320 5:04 PM12550 5:05 PM13540 5:06 PM12330 5:07 PM02310 5:08 PM31000 5:09 PM11220 5:10 PM12110 5:11 PM01120 5:12 PM00430 5:13 PM02430 5:14 PM12320 5:15 PM31100 5:16 PM31200 5:17 PM21310 5:18 PM31320 5:19 PM31220 5:20 PM23210 5:21 PM12120 5:22 PM22110 5:23 PM21330 5:24 PM11210 5:25 PM22120 5:26 PM13220 5:27 PM22100 5:28 PM11120 5:29 PM11220 5:30 PM33120 5:31 PM33320 5:32 PM35220 5:33 PM44330 5:34 PM78110 5:35 PM77000 5:36 PM74210 5:37 PM36010 5:38 PM34000 5:39 PM23100 5:40 PM00210 5:41 PM21000 5:42 PM21100 5:43 PM10010 5:44 PM20220 5:45 PM30110 5:46 PM31110 5:47 PM22210 5:48 PM33110 5:49 PM41110 5:50 PM22200 5:51 PM22010 5:52 PM23220 5:53 PM22110 5:54 PM21110 5:55 PM32010 5:56 PM23210 5:57 PM13320 5:58 PM35110 5:59 PM34120 2484 QUEUE 3 Combined Lane 1Lane 2Lane 1Lane 2Lane 1 Time QUEUE 1                                      From Pick Up Window to Order Board QUEUE 2  From Order Board to the End of the Lane         Snapshot Queue Length (# of Vehicles) 6:00 PM25100 6:01 PM23100 6:02 PM13100 6:03 PM10100 6:04 PM21210 6:05 PM20110 6:06 PM20220 6:07 PM33300 6:08 PM43100 6:09 PM31110 6:10 PM21000 6:11 PM21210 6:12 PM12220 6:13 PM21320 6:14 PM20430 6:15 PM11330 6:16 PM31440 6:17 PM74340 6:18 PM84430 6:19 PM23310 6:20 PM22110 6:21 PM21110 6:22 PM12110 6:23 PM11110 6:24 PM22330 6:25 PM23340 6:26 PM34330 6:27 PM33340 6:28 PM41350 6:29 PM43440 6:30 PM43210 6:31 PM33430 6:32 PM24330 6:33 PM32230 6:34 PM43110 6:35 PM52120 6:36 PM43320 6:37 PM65340 6:38 PM76120 6:39 PM66330 6:40 PM66220 6:41 PM65220 6:42 PM22230 6:43 PM23310 6:44 PM42110 6:45 PM33010 6:46 PM42010 6:47 PM31110 6:48 PM11220 6:49 PM11330 6:50 PM31220 6:51 PM31440 6:52 PM24430 6:53 PM26330 6:54 PM66110 6:55 PM65220 6:56 PM44210 6:57 PM32230 6:58 PM21440 6:59 PM21430 Totals 1439 1118 1330 1202 0 2485 © 2024 Microsoft Corporation © 2024 TomTom PROPOSED SITE PLAN DOCUMENTS SUTTON CROSSINGS PROPOSED ACE HARDWARE LOCATION OF SITE E. SR. 434 & MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 SECTION 38, TOWNSHIP 21 SOUTH, RANGE 31 EAST FOR GENERAL NOTE: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES. SHEET INDEX SHEET TITLE SHEET NUMBER COVER SHEET C-101 GENERAL NOTES AND LEGEND C-102 EXISTING CONDITIONS AND DEMOLITION PLAN C-201 OVERALL SITE PLAN C-301 SITE PLAN C-302 TRUCK TURNING PLAN C-303 TRUCK TURNING PLAN C-304 OVERALL GRADING AND DRAINAGE PLAN C-401 GRADING AND DRAINAGE PLAN C-402 CROSS SECTIONS C-403 OVERALL UTILITY PLAN C-501 UTILITY PLAN C-502 UTILITY PLAN C-503 EROSION AND SEDIMENT CONTROL PLAN C-801 CONSTRUCTION DETAILS C-901 DRAINAGE DETAILS C-902 DRAINAGE DETAILS C-903 CITY OF WINTER SPRINGS UTILITY DETAILS C-904 CITY OF WINTER SPRINGS UTILITY DETAILS C-905 CITY OF WINTER SPRINGS UTILITY DETAILS C-906 FDOT STANDARD DETAILS C-907 C-101 COVER SHEET LOCATION MAP SCALE: 1" = 1,000' SOURCE: MICROSOFT 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 01/14/2025 JURISDICTIONAL COMMENTS PD KK 01/28/2025 CITY OF WINTER SPRINGS COMMENTS LS/PD KK/KM 01/28/2025 DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H: \ 2 0 2 4 \ F L A 2 4 0 1 6 2 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ P - C I V L - C N D S - F L A 2 4 0 1 6 2 . 0 0 - 0 A - - - - - > L A Y O U T : C - 1 0 1 - C O V E R S H E E T KK THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: FLA240162.00-0A PD KK 12/23/2024 P-CIVL-CNDS PROP. SITE PLAN DOCUMENTS SUTTON CROSSINGS PROPOSED RETAIL STRIP AND DAYCARE CENTER E SR 434 & MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 CITY OF WINTER SPRINGS ISSUED FOR MUNICIPAL & AGENCY REVIEW & APPROVAL 600 N. WESTSHORE BLVD. SUITE 950 TAMPA, FLORIDA 33609 Phone:(813) 812-4100 Fax:(813) 812-4101 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S BO H L E R F e b 1 1 , 2 0 2 5 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY KYLE STEVEN MOREL, PE, ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. APPLICANT/CONTACT BLUE ORANGE HOLDINGS, LLC WESS MCMILLAN PHONE: (407) 509-7098 EMAIL: WESSMCMILLAN@GMAIL.COM CONTACT: FL-PERMITS@BOHLERENG.COM PREPARED BY REFERENCES ¨BOUNDARY & TOPOGRAPHIC SURVEY: REPUBLIC NATIONAL 480 NEEDLES TRAIL LONGWOOD, FL 32779 DATED: 10/08/24 (REV. 4) JOB # /SURVEY JOB #: 220336 ELEVATIONS: NAVD 1988 ¨GEOTECHNICAL INVESTIGATION REPORT: YOVAISH ENGINEERING SERVICES 953 SUNSHINE LANE ALTAMONTE SPRINGS, FL 32714 DATED: 10/12/23 ¨ARCHITECTURAL PLAN: STUDIO1+ 9100 CONROY WINDERMERE ROAD, SUITE 200 PMB 374 WINDERMERE, FL 34786 DATED: 08/20/24 GOVERNING AGENCIES ¨PLANNING, ZONING COMMITTEE CITY OF WINTER SPRINGS 1126 E STATE RD. 434 WINTER SPRINGS, FL 32708 PHONE:(407) 327-5963 ¨BUILDING DEPARTMENT CITY OF WINTER SPRINGS BUILDING DEPT. 1126 E STATE RD. 434 WINTER SPRINGS, FL 32708 PHONE:(407) 327-5963 ¨FIRE DEPARTMENT SEMINOLE COUNTY FIRE DEPT. 150 ESLINGER WAY SANFORD, FL 32773 PHONE:(407) 665-5042 ¨FDOT DISTRICT 5 719 SOUTH WOODLAND BLVD. DELAND, FL 32720 PHONE:(800) 780-7120 ¨SJRWMD 19561 SE HWY. 42 UMATILLA, FL 32784 PHONE:(832) 821-1043 ROW JURISDICTION ¨TRAFFIC, STORMWATER, WATER & SEWER CITY OF WINTER SPRINGS PUBLIC WORKS 1126 E. SR. 434 WINTER SPRINGS, FL 32708 PHONE: (407) 327-5989 THE ABOVE REFERENCED DOCUMENTS ARE INCORPORATED BY REFERENCE AS PART OF THESE PLANS, HOWEVER, BOHLER ENGINEERING DOES NOT CERTIFY THE ACCURACY OF THE WORK REFERENCED OR DERIVED FROM THESE DOCUMENTS, BY OTHERS. REFERENCES AND CONTACTS UTILITIES ¨TELEPHONE AT&T PHONE:(407) 778-9140 ¨CABLE/INTERNET/FIBER SPECTRUM CONTACT: HELENE HERNANDEZ PHONE:(407) 332-8092 ¨ELECTRIC DUKE ENERGY 2801 WEST STATE ROAD 426 OVIEDO, FL 32765 PHONE:(407) 359-4447 ¨GAS FLORIDA PUBLIC UTILITIES 405 S. HWY 17-92 DEBARY, FL 33713 CONTACT: DAVID JOHNSON PHONE: (352) 636-7057 ¨WATER AND SEWER CITY OF WINTER SPRINGS 1126 E. S.R. 434 WINTER SPRINGS, FL 32708 CONTACT: DILLON THOMAS PHONE: (407) 327-1800 EXT. 588 THE LAND IS DESCRIBED AS FOLLOWS: THAT PART OF LOT 8 BLOCK "A", OF TUSKAWILLA, ACCORDING TO THE PLAT OF MITCHELL'S SURVEY OF THE LEVY GRANT AS RECORDED IN PLAT BOOK 1, PAGE 5 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHWESTERN MOST CORNER OF LOT 31 ST. JOHNS LANDING AS RECORDED IN PLAT BOOK 53, PAGES 45 THRU 49 OF SAID PUBLIC RECORDS, SAID POINT BEING A RECOVERED CONCRETE MONUMENT ON THE EASTERLY RIGHT OF WAY LINE OF TUSKAWILLA ROAD (FORMERLY BRANTLEY AS RECORDED IN OFFICIAL RECORDS BOOK 3225, PAGE 1829 OF SAID PUBLIC RECORDS; THENCE RUN NORTH 59°31'38" WEST ALONG THE WESTERLY PROLONGATION OF THE SOUTH LINE OF SAID LOT 31 FOR A DISTANCE OF 15.00 FEET; THENCE RUN SOUTH 30°04'55" WEST ALONG SAID EASTERLY RIGHT OF WAY LINE FOR A DISTANCE OF 5.00 FEET; THENCE CONTINUE SOUTH 30°04'55" WEST A DISTANCE OF 35.00 FEET; THENCE SOUTH 59°31'38" EAST, A DISTANCE OF 1132.34 FEET TO THE POINT OF CURVATURE OF A CURVE TO THE RIGHT HAVING A RADIUS OF 150.00 FEET; THENCE RUN SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE AT 60°36'00" FOR AN ARC DISTANCE OF 158.65 FEET TO THE POINT OF TANGENCY; THENCE SOUTH 01°04'22" WEST A DISTANCE OF 146.91 FEET; THENCE SOUTH 24°59'41' WEST, A DISTANCE OF 318.72 FEET; THENCE SOUTH 00°00'00" EAST A DISTANCE OF 115.48 FEET; THENCE SOUTH 36°55'21" EAST A DISTANCE OF 217.54 FEET; THENCE SOUTH 15°19'53" EAST A DISTANCE OF 140.49 FEET; THENCE SOUTH 02°23'00" WEST A DISTANCE OF 556.34 FEET; THENCE SOUTH 07°25'15" WEST A DISTANCE OF 272.61 FEET; THENCE SOUTH 29°30'05" WEST A DISTANCE OF 231.32; THENCE SOUTH 50°31'58" WEST A DISTANCE OF 1475.69 FEET TO THE NORTHEASTERLY RIGHT OF WAY LINE OF STATE ROAD 434 ACCORDING TO FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY MAP SECTION 77070-2516; THENCE CONTINUE SOUTH 50°31'S8" WEST FOR A DISTANCE OF 143.34 FEET TO A FOUND 1/2" IRON ROD & CAP (LB ON THE SOUTHWESTERLY RIGHT OF WAY LINE OF SAID STATE ROAD 434; THENCE ALONG SAID SOUTHWESTERLY RIGHT OF WAY NORTH 39°47'08" WEST, 741.99 FEET TO THE POINT OF BEGINNING; THENCE DEPARTING SAID SOUTHWESTERLY RIGHT OF WAY SOUTH 50°22'25" WEST, 153.21 FEET TO A SET 5/8" IRON ROD & CAP (LB 8071); THENCE SOUTH 49°13°20" WEST, 22.84 FEET TO A SET 5/8" IRON ROD & CAP (LB 8071) ON A CURVE CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 170.00 FEET, A CENTRAL ANGLE OF 21°33'57", AND A CHORD BEARING AND DISTANCE OF SOUTH 68°52'35" WEST, 63.61 FEET; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE, A. DISTANCE OF 63.99 FEET TO A SET 5/8" IRON ROD & CAP (LB 8071) ON THE WESTERLY RIGHT OF WAY OF C.S.X TRANSPORTATION., INC "LAKE CHARM BRANCH" RAIL CORRIDOR; SAID POINT BEING ON A NON-TANGENT CURVE CONCAVE EASTERLY HAVING A RADIUS OF 3707.33 FEET, A CENTRAL ANGLE OF 00°28'47", AND A CHORD BEARING AND DISTANCE OF SOUTH 01°55'26" EAST, 31.04 FEET; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, AND SAID WESTERLY RIGHT OF WAY, A DISTANCE OF 31.04 FEET TO A FOUND 4"X4" CONCRETE MONUMENT (LB 220) ON THE EASTERLY EXTENSION OF THE NORTH LINE OF LOT 17 OF SAID PLAT OF D.R. MITCHELL'S SURVEY OF LEVY GRANT; THENCE DEPARTING SAID WESTERLY RIGHT OF WAY, ALONG SAID EASTERLY EXTENSION OF NORTH LINE, NORTH 87°52'13" WEST, 143.10 FEET TO A POINT ON THE EASTERLY RIGHT OF WAY OF A 30 FOOT ROAD AS SHOWN ON SAID PLAT OF D.R. MITCHELL'S SURVEY OF LEVY GRANT; THENCE DEPARTING SAID EASTERLY EXTENSION OF THE NORTH LINE, ALONG SAID EASTERLY RIGHT OF WAY, NORTH 02°44'06" EAST, 510.43 FEET TO A POINT ON THE NORTHERLY RIGHT OF WAY OF A 30 FOOT ROAD AS SHOWN ON SAID PLAT OF D.R MITCHELL'S SURVEY OF LEVY GRANT, THENCE DEPARTING SAID EASTERLY RIGHT OF WAY, ALONG SAID NORTHERLY RIGHT OF WAY, NORTH 87°56'41" WEST, 21.83 FEET TO THE EASTERLY BOUNDARY OF LANDS DESCRIBED IN OFFICIAL RECORDS BOOK 2152, PAGE 533 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA; THENCE DEPARTING SAID NORTHERLY RIGHT OF WAY, ALONG SAID EASTERLY BOUNDARY, NORTH 02°03'02" EAST, 65.81 FEET TO A POINT ON THE SOUTHWESTERLY RIGHT OF WAY OF AFORESAID STATE ROAD 434; THENCE DEPARTING SAID EASTERLY BOUNDARY, ALONG THE SAID SOUTHWESTERLY RIGHT OF WAY THE FOLLOWS THREE (3) COURSES: 1) THENCE SOUTH40°37'45" EAST, 224.63 FEET TO THE BEGINNING OF A NON-TANGENT CURVE CONCAVE EASTERLY, : HAVING A RADIUS OF 3707.33 FEET, A CENTRAL ANGLE OF 00°18'00", AND A CHORD BEARING AND DISTANCE OF SOUTH 06°37'29" WEST, 19.42 FEET; 2) THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 19.42 FEET TO THE END OF SAID CURVE; 3) THENCE S.39°47'08"E., 293.27 FEET TO THE POINT OF BEGINNING. LESS (OFFICIAL RECORDS BOOK 8943, PAGE 877) A PORTION LOT 8, BLOCK A, DR MITCHELL'S SURVEY OF THE LEVY GRANT, AS RECORDED IN PLAT BOOK 1, PAGE 5 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, LYING IN SECTION 6, TOWNSHIP 21 SOUTH, RANGE 31 EAST BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHWEST CORNER OF THE RESERVE AT TUSCAWILLA PHASE II, AS RECORDED IN PLAT BOOK 50, PAGES 3 THROUGH 9 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA; THENCE RUN SOUTH 00°45'33" EAST ALONG THE WESTERLY LINE OF SAID RESERVE AT TUSCAWILLA, PHASE II, ALSO BEING THE EAST LINE OF BLOCK A, GARDENA FARMS TOWN STIES, AS RECORDED IN PLAT BOOK 6, PAGE 39, OF THE SAID PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, FOR A DISTANCE OF 810.29 FEET TO A POINT ON THE NORTHEASTERLY RIGHT OF WAY LINE OF RAILS TO TRAILS AS RECORDED IN OFFICIAL RECORDS BOOK 3177, PAGE 632 OF SAID PUBLIC RECORDS; THENCE DEPARTING SAID WEST LINE AND SAID EAST LINE, RUN NORTH 55°28'13" WEST ALONG SAID NORTHEASTERLY RIGHT OF WAY LINE, FOR A DISTANCE OF 593.50 FEET TO THE SOUTHEAST CORNER OF BLOCK C, OF SAID GARDENA FARMS TOWN SITES; THENCE CONTINUE NORTH 55°28'13" WEST, ALONG SAID NORTHEASTERLY RIGHT OF WAY LINE, FOR A DISTANCE OF 800.00 FEET TO A POINT ON A NON-TANGENT CURVE CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 1815.35 FEET, A CHORD BEARING OF NORTH 39°53'20" WEST AND A CHORD DISTANCE OF 974.43 FEET; THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE, AND SAID NORTHEASTERLY RIGHT OF WAY LINE, THROUGH A CENTRAL ANGLE OF 31°08'12" FOR AN ARC DISTANCE OF 986.53 FEET TO THE POINT OF COMPOUND CURVATURE OF A CURVE, CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 2148.74 FEET, A CHORD BEARING OF NORTH 22°10'08" WEST AND A CHORD DISTANCE OF 162.34 FEET; THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE, AND SAID NORTHEASTERLY RIGHT OF WAY LINE, THROUGH A CENTRAL ANGLE OF 04°19'47" FOR AN ARC DISTANCE OF 162.58 FEET TO A POINT ON THE NORTHWESTERLY RIGHT OF WAY LINE OF RAILS TO TRAILS, AS RECORDED IN OFFICIAL RECORDS BOOK 3988, PAGE 1075 OF THE AFORESAID PUBLIC RECORDS OF SEMINOLE COUNTY; THENCE RUN NORTH 49°31'30" EAST, ALONG SAID NORTHWESTERLY RIGHT OF WAY LINE, NON-TANGENT TO SAID CURVE, FOR A DISTANCE OF 250.50 FEET; THENCE RUN NORTH 39°49°55" WEST, DEPARTING SAID NORTHWESTERLY RIGHT OF WAY LINE FOR A DISTANCE OF 659.48 FEET TO A POINT ON THE WESTERLY RIGHT OF WAY LINE OF RAILS TO TRAILS, ACCORDING TO THE AFORESAID OFFICIAL RECORDS BOOK 3177, PAGE 632, LYING ON A NON-TANGENT CURVE, CONCAVE EASTERLY, HAVING A RADIUS OF 4008.02 FEET, A CHORD BEARING OF NORTH 03°01'14" WEST AND A CHORD DISTANCE OF 96.30 FEET; THENCE RON NORTHERLY ALONG SAID WESTERLY RIGHT OF WAY LINE AND ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 01°22'36" FOR AN ARC DISTANCE OF 96,30 FEET TO A NON-TANGENT POINT AND THE POINT OF BEGINNING; THENCE RUN NORTH 87°58'38" WEST, ALONG THE EASTERLY EXTENSION OF THE NORTH LINE OF LOT 17 OF TUSKAWILLA, ACCORDING TO THE PLAT OF D.R. MITCHELL'S SURVEY OF THE LEVY GRANT, AS RECORDED IN PLAT BOOK 1, PAGE 5 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, NON-RADIAL WITH SAID CURVE AND DEPARTING SAID WESTERLY RIGHT OF WAY LINE, FOR A DISTANCE OF 142.83 FEET TO THE EASTERLY LINE OF THAT CERTAIN THIRTY FOOT (30) WIDE UNNAMED RIGHT OF WAY ACCORDING TO THE AFORESAID PLAT OF D.R. MITCHELL'S SURVEY OF THE LEVY GRANT; THENCE RUN NORTH 02°41'39" EAST, ALONG SAID EASTERLY RIGHT OF WAY LINE, FOR A DISTANCE OF 27,00 FEET; THENCE RUN SOUTH 87°58'38" EAST, DEPARTING SAID EASTERLY RIGHT OF WAY LINE, FOR A DISTANCE OF 99,57 FEET TO A POINT ON A NON-TANGENT CURVE CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 151.67 FEET, A CHORD BEARING OF NORTH 83°10'19" EAST AND A CHORD DISTANCE OF 41.09 FEET; THENCE RUN NORTHEASTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 15°34'11" FOR AN ARC DISTANCE OF 41.22 FEET TO A POINT ON THE AFORESAID WESTERLY. RIGHT OF WAY LINE OF RAILS TO TRAILS, LYING ON A NON-TANGENT CURVE CONCAVE EASTERLY, HAVING A RADIUS OF 4008.02 FEET, A CHORD BEARING OF SOUTH 02°05'36" EAST AND A CHORD DISTANCE OF 33.41 FEET; THENCE RUN SOUTHERLY ALONG SAID WESTERLY RIGHT OF WAY LINE AND ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 00°28'39" FOR AN ARC DISTANCE OF 33.41 FEET TO THE POINT OF BEGINNING. TOGETHER WITH: LOTS 1 AND 2 AND THAT PART OF LOTS 3 AND 4 EAST OF GOLDENROD ROAD, TUSKAWILLA, D.R. MITCHELL'S SURVEY OF THE LEVY GRANT, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 1, PAGE 5, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. TOGETHER WITH: THE NORTH HALF (1/2) OF THE VACATED RIGHT-OF-WAY ADJACENT ON THE SOUTH, AS DESCRIBED IN RESOLUTION RECORDED IN O.R. BOOK 1050, PAGE 401, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. LESS AND EXCEPT: THOSE PORTIONS TAKEN IN WARRANTY DEED RECORDED IN O.R. BOOK 2440, PAGE 489, AND ORDER OF TAKING RECORDED IN O.R. BOOK 3326, PAGE 1162, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA LEGAL DESCRIPTION A BOUNDARY AND TOPOGRAPHY SURVEY HAS BEEN PREPARED BY REPUBLIC NATIONAL. ALL EXISTING INFORMATION SHOWN IS BASED ON SAID SURVEY UNLESS OTHERWISE NOTED. PARCEL BOUNDARY LINES SHOWN THESE PLANS ARE BASED ON THE SURVEY PREPARED BY REPUBLIC NATIONAL DATED 5-4-2022. FUTURE/PROPOSED INTERNAL LOT LINES ARE APPROXIMATE AND WILL BE PROPOSED UNDER A FUTURE REPLAT OF THE PROJECT SITE, PREPARED BY THE PROJECT SURVEYOR. SURVEY NOTE 24 8 6 DEMOLITION NOTES (Rev. 1/2023) 1.THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES. 2.THE CONTRACTOR MUST CONDUCT DEMOLITION/REMOVALS ACTIVITIES IN SUCH A MANNER AS TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, SIDEWALKS, WALKWAYS, AND ALL OTHER ADJACENT FACILITIES. THE CONTRACTOR MUST OBTAIN ALL APPLICABLE PERMITS FROM THE APPROPRIATE GOVERNMENTAL AUTHORITY(IES) PRIOR TO THE COMMENCEMENT OF ANY ROAD OPENING OR DEMOLITION ACTIVITIES IN OR ADJACENT TO THE RIGHT-OF-WAY. 3.WHEN DEMOLITION-RELATED ACTIVITIES IMPACT ROADWAYS AND/OR ROADWAY RIGHT-OF-WAY, THE CONTRACTOR MUST PROVIDE TRAFFIC CONTROL AND GENERALLY ACCEPTED SAFE PRACTICES IN CONFORMANCE WITH THE CURRENT FEDERAL HIGHWAY ADMINISTRATION "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD), AND THE FEDERAL, STATE, AND LOCAL REGULATIONS. 4.THE DEMOLITION (AND/OR REMOVALS) PLAN IS INTENDED TO PROVIDE GENERAL INFORMATION AND TO IDENTIFY ONLY CONDITIONS REGARDING ITEMS TO BE DEMOLISHED, REMOVED, AND/OR TO REMAIN. A.THE CONTRACTOR MUST ALSO REVIEW ALL CONSTRUCTION DOCUMENTS AND INCLUDE WITHIN THE DEMOLITION ACTIVITIES ALL INCIDENTAL WORK NECESSARY FOR THE CONSTRUCTION OF THE NEW SITE IMPROVEMENTS. B.THIS PLAN IS NOT INTENDED TO AND DOES NOT PROVIDE DIRECTION REGARDING THE MEANS, METHODS, SEQUENCING, TECHNIQUES AND PROCEDURES TO BE EMPLOYED TO ACCOMPLISH THE WORK. ALL MEANS, METHODS, SEQUENCING, TECHNIQUES AND PROCEDURES TO BE USED MUST BE IN STRICT ACCORDANCE AND CONFORMANCE WITH ALL STATE, FEDERAL, LOCAL, AND JURISDICTIONAL REQUIREMENTS. THE CONTRACTOR MUST COMPLY WITH ALL OSHA AND OTHER SAFETY PRECAUTIONS NECESSARY TO PROVIDE A SAFE WORK SITE FOR THE CONTRACTOR AND THE PUBLIC. 5.THE CONTRACTOR MUST PROVIDE ALL "METHODS AND MEANS" NECESSARY TO PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF EXISTING STRUCTURES, AND ANY OTHER IMPROVEMENTS THAT ARE REMAINING ON OR OFF SITE. THE CONTRACTOR, AT THE CONTRACTOR'S SOLE COST, MUST REPAIR ALL DAMAGE TO ALL ITEMS AND FEATURES THAT ARE TO REMAIN. CONTRACTOR MUST USE NEW MATERIAL FOR ALL REPAIRS. CONTRACTOR'S REPAIRS MUST INCLUDE THE RESTORATION OF ALL ITEMS AND FEATURES REPAIRED TO THEIR PRE-DEMOLITION CONDITION, OR BETTER. CONTRACTOR MUST PERFORM ALL REPAIRS AT THE CONTRACTOR'S SOLE EXPENSE. 6.THE PROFESSIONAL OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION. THE CONTRACTOR MUST PROCEED WITH THE DEMOLITION IN A SYSTEMATIC AND SAFE MANNER, COMPLYING WITH ALL OSHA REQUIREMENTS, TO ENSURE PUBLIC AND CONTRACTOR SAFETY AND SAFETY TO ALL PROPERTY ON THE SITE OR ADJACENT OR NEAR TO THE SAME. 7.THE CONTRACTOR IS RESPONSIBLE FOR JOB SITE SAFETY, WHICH MUST INCLUDE, BUT IS NOT LIMITED TO, THE INSTALLATION AND MAINTENANCE OF BARRIERS, FENCING, OTHER APPROPRIATE AND/OR NECESSARY SAFETY FEATURES AND ITEMS NECESSARY TO PROTECT THE PUBLIC FROM AREAS OF CONSTRUCTION AND CONSTRUCTION ACTIVITIES. THE CONTRACTOR MUST SAFEGUARD THE SITE AS NECESSARY TO PERFORM THE DEMOLITION IN SUCH A MANNER AS TO PREVENT THE ENTRY OF ALL UNAUTHORIZED PERSONS AT ANY TIME, TO OR NEAR THE DEMOLITION AREA. 8.PRIOR TO THE COMMENCEMENT OF ANY SITE ACTIVITY AND ANY DEMOLITION ACTIVITY, THE CONTRACTOR MUST, IN WRITING, RAISE ANY QUESTIONS CONCERNING THE ACCURACY OR INTENT OF THESE PLANS AND/OR SPECIFICATIONS, ALL CONCERNS OR QUESTIONS REGARDING THE APPLICABLE SAFETY STANDARDS, AND/OR THE SAFETY OF THE CONTRACTOR AND/OR THIRD PARTIES IN PERFORMING THE WORK ON THIS PROJECT. ANY SUCH CONCERNS MUST BE CONVEYED TO THE PROFESSIONAL OF RECORD AND BOHLER, IN WRITING AND MUST ADDRESS ALL ISSUES AND ITEMS RESPONDED TO, BY THE PROFESSIONAL OF RECORD AND BY BOHLER, IN WRITING. ALL DEMOLITION ACTIVITIES MUST BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF THESE PLANS AND SPECIFICATIONS AND ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, RULES, REQUIREMENTS, STATUTES, ORDINANCES AND CODES. 9.THE CONTRACTOR MUST BECOME FAMILIAR WITH THE APPLICABLE UTILITY SERVICE PROVIDER REQUIREMENTS AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION AND/OR DISCONNECTION AS IDENTIFIED OR REQUIRED FOR THE PROJECT. THE CONTRACTOR MUST PROVIDE THE OWNER WITH WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED, REMOVED AND/OR ABANDONED IN ACCORDANCE WITH THE JURISDICTION AND UTILITY COMPANY REQUIREMENTS AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. 10.PRIOR TO COMMENCING ANY DEMOLITION, THE CONTRACTOR MUST: A.OBTAIN ALL REQUIRED PERMITS AND MAINTAIN THE SAME ON SITE FOR REVIEW BY THE PROFESSIONAL OF RECORD AND ALL PUBLIC AGENCIES WITH JURISDICTION THROUGHOUT THE DURATION OF THE PROJECT, SITE WORK, AND DEMOLITION WORK. B.NOTIFY, AT A MINIMUM, THE MUNICIPAL ENGINEER, DESIGN ENGINEER, AND LOCAL SOIL CONSERVATION JURISDICTION, AT LEAST 72 BUSINESS HOURS PRIOR TO THE COMMENCEMENT OF WORK. C.INSTALL THE REQUIRED SOIL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO SITE DISTURBANCE, AND MAINTAIN SAID CONTROLS UNTIL SITE IS STABILIZED D.IN ACCORDANCE WITH STATE LAW, THE CONTRACTOR MUST CALL THE STATE ONE-CALL DAMAGE PROTECTION SYSTEM FOR UTILITY MARK OUT, IN ADVANCE OF ANY EXCAVATION. E.LOCATE AND PROTECT ALL UTILITIES AND SERVICES, INCLUDING BUT NOT LIMITED TO GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN AND ADJACENT TO THE LIMITS OF PROJECT ACTIVITIES. THE CONTRACTOR MUST USE AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL UNDERGROUND UTILITIES. F.PROTECT AND MAINTAIN IN OPERATION, ALL ACTIVE UTILITIES AND SYSTEMS THAT ARE NOT BEING REMOVED DURING ANY DEMOLITION ACTIVITIES. G.ARRANGE FOR AND COORDINATE WITH THE APPLICABLE UTILITY SERVICE PROVIDER(S) FOR THE TEMPORARY OR PERMANENT TERMINATION OF SERVICE REQUIRED BY THE PROJECT PLANS AND SPECIFICATIONS REGARDING THE METHODS AND MEANS TO CONSTRUCT SAME. THESE ARE NOT THE PROFESSIONAL OF RECORD'S OR BOHLER RESPONSIBILITY. IN THE EVENT OF ABANDONMENT, THE CONTRACTOR MUST PROVIDE THE UTILITY ENGINEER AND OWNER WITH IMMEDIATE WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTIONAL AND UTILITY COMPANY REQUIREMENTS. H.ARRANGE FOR AND COORDINATE WITH THE APPLICABLE UTILITY SERVICE PROVIDER(S) REGARDING WORKING "OFF-PEAK" HOURS OR ON WEEKENDS AS NECESSARY OR AS REQUIRED TO MINIMIZE THE IMPACT ON, OF, AND TO THE AFFECTED PARTIES. WORK REQUIRED TO BE PERFORMED "OFF-PEAK" IS TO BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER. I.IN THE EVENT THE CONTRACTOR DISCOVERS ANY HAZARDOUS MATERIAL, THE REMOVAL OF WHICH IS NOT ADDRESSED IN THE PROJECT PLANS AND SPECIFICATIONS OR THE CONTRACT WITH THE OWNER/DEVELOPER, THE CONTRACTOR MUST IMMEDIATELY CEASE ALL WORK IN THE AREA OF DISCOVERY, AND IMMEDIATELY NOTIFY, IN WRITING AND VERBALLY, THE OWNER, PROFESSIONAL OF RECORD AND BOHLER, THE DISCOVERY OF SUCH MATERIALS TO PURSUE PROPER AND COMPLIANT REMOVAL OF SAME. 11.THE CONTRACTOR MUST NOT PERFORM ANY EARTH MOVEMENT ACTIVITIES, DEMOLITION OR REMOVAL OF FOUNDATION WALLS, FOOTINGS, OR OTHER MATERIALS WITHIN THE LIMITS OF DISTURBANCE, UNLESS SAME IS IN STRICT ACCORDANCE AND CONFORMANCE WITH THE PROJECT PLANS AND SPECIFICATIONS, OR PURSUANT TO THE WRITTEN DIRECTION OF THE OWNER'S STRUCTURAL OR GEOTECHNICAL ENGINEER. 12.DEMOLITION ACTIVITIES AND EQUIPMENT MUST NOT USE OR INCLUDE AREAS OUTSIDE THE DEFINED PROJECT LIMIT LINE, WITHOUT SPECIFIC WRITTEN PERMISSION AND AUTHORITY OF AND FROM THE OWNER AND ALL GOVERNMENTAL AGENCIES WITH JURISDICTION. 13.THE CONTRACTOR MUST BACKFILL ALL EXCAVATION RESULTING FROM, OR INCIDENTAL TO, DEMOLITION ACTIVITIES. BACKFILL MUST BE ACCOMPLISHED WITH APPROVED BACKFILL MATERIALS AND MUST BE SUFFICIENTLY COMPACTED TO SUPPORT ALL NEW IMPROVEMENTS AND MUST BE PERFORMED IN COMPLIANCE WITH THE RECOMMENDATIONS AND GUIDANCE ARTICULATED IN THE GEOTECHNICAL REPORT. BACKFILLING MUST OCCUR IMMEDIATELY AFTER DEMOLITION ACTIVITIES AND MUST BE PERFORMED SO AS TO PREVENT WATER ENTERING THE EXCAVATION. FINISHED SURFACES MUST BE GRADED TO PROMOTE POSITIVE DRAINAGE. THE CONTRACTOR IS RESPONSIBLE FOR COMPACTION TESTING AND MUST SUBMIT SUCH REPORTS AND RESULTS TO THE PROFESSIONAL OF RECORD AND THE OWNER. 14.EXPLOSIVES MUST NOT BE USED WITHOUT PRIOR WRITTEN CONSENT FROM BOTH THE OWNER AND ALL APPLICABLE, NECESSARY AND REQUIRED GOVERNMENTAL AUTHORITIES. PRIOR TO COMMENCING ANY EXPLOSIVE PROGRAM AND/OR ANY DEMOLITION ACTIVITIES, THE CONTRACTOR MUST ENSURE AND OVERSEE THE INSTALLATION OF ALL OF THE REQUIRED PERMIT AND EXPLOSIVE CONTROL MEASURES THAT THE FEDERAL, STATE, AND LOCAL GOVERNMENTS REQUIRE. THE CONTRACTOR IS ALSO RESPONSIBLE TO CONDUCT AND PERFORM ALL INSPECTION AND SEISMIC VIBRATION TESTING THAT IS REQUIRED TO MONITOR THE EFFECTS ON ALL LOCAL STRUCTURES AND THE LIKE. 15.IN ACCORDANCE WITH FEDERAL, STATE, AND/OR LOCAL STANDARDS, THE CONTRACTOR MUST USE DUST CONTROL MEASURES TO LIMIT AIRBORNE DUST AND DIRT RISING AND SCATTERING IN THE AIR. AFTER THE DEMOLITION IS COMPLETE, THE CONTRACTOR MUST CLEAN ALL ADJACENT STRUCTURES AND IMPROVEMENTS TO REMOVE ALL DUST AND DEBRIS WHICH THE DEMOLITION OPERATIONS CAUSE. THE CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL ADJACENT AREAS TO THEIR "PRE-DEMOLITION" CONDITION AT CONTRACTOR'S SOLE COST. 16.PAVEMENT MUST BE SAW CUT IN STRAIGHT LINES. ALL DEBRIS FROM REMOVAL OPERATIONS MUST BE REMOVED FROM THE SITE AT THE TIME OF EXCAVATION. STOCKPILING OF DEBRIS OUTSIDE OF APPROVED AREAS WILL NOT BE PERMITTED, INCLUDING BUT NOT LIMITED TO, THE PUBLIC RIGHT-OF-WAY. 17.THE CONTRACTOR MUST MAINTAIN A RECORD SET OF PLANS WHICH INDICATES THE LOCATION OF EXISTING UTILITIES THAT ARE CAPPED, ABANDONED IN PLACE, OR RELOCATED DUE TO DEMOLITION ACTIVITIES. THIS RECORD DOCUMENT MUST BE PREPARED IN A NEAT AND WORKMAN-LIKE MANNER AND TURNED OVER TO THE OWNER/DEVELOPER UPON COMPLETION OF THE WORK, ALL OF WHICH IS AT THE CONTRACTOR'S SOLE COST. 18.THE CONTRACTOR MUST EMPTY, CLEAN AND REMOVE FROM THE SITE ALL UNDERGROUND STORAGE TANKS, IF ENCOUNTERED, IN ACCORDANCE WITH FEDERAL, STATE, COUNTY AND LOCAL REQUIREMENTS, PRIOR TO CONTINUING CONSTRUCTION IN THE AREA AROUND THE TANK WHICH EMPTYING, CLEANING AND REMOVAL ARE AT THE CONTRACTOR'S SOLE COST. SITE LAYOUT NOTES (Rev. 1/2020) 1.THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES. 2.PRIOR TO THE COMMENCEMENT OF GENERAL CONSTRUCTION, THE CONTRACTOR MUST INSTALL SOIL EROSION CONTROL AND ANY STORMWATER POLLUTION PREVENTION PLAN (SWPPP) MEASURES NECESSARY, AS INDICATED ON THE APPROVED SOIL EROSION AND SEDIMENT CONTROL PLAN AND IN ACCORDANCE WITH APPLICABLE AND/OR APPROPRIATE AGENCIES' GUIDELINES TO PREVENT SEDIMENT AND/OR LOOSE DEBRIS FROM WASHING ONTO ADJACENT PROPERTIES OR THE RIGHT OF WAY. 3.ALL DIRECTIONAL/TRAFFIC SIGNING AND PAVEMENT STRIPING MUST CONFORM TO THE LATEST STANDARDS OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND ANY APPLICABLE STATE OR LOCALLY APPROVED SUPPLEMENTS, GUIDELINES, RULES, REGULATIONS, STANDARDS AND THE LIKE. 4.THE LOCATIONS OF PROPOSED UTILITY POLES AND TRAFFIC SIGNS SHOWN ON THE PLANS ARE SCHEMATIC AND PRELIMINARY. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR FIELD-VERIFYING THEIR LOCATION. THE CONTRACTOR MUST COORDINATE THE RELOCATION OF TRAFFIC SIGNS WITH THE ENTITY WITH JURISDICTION OVER THE PROJECT. 5.ALL DIMENSIONS SHOWN ARE TO BOTTOM FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF BUILDING, EXCEPT WHEN DIMENSION IS TO A PROPERTY LINE, STAKE OUT OF LOCATIONS OF INLETS, LIGHT POLES, ETC. MUST BE PERFORMED IN STRICT ACCORDANCE WITH THE DETAILS, UNLESS NOTED CLEARLY OTHERWISE. GRADING NOTES (Rev. 1/2023) 1.THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES. 2.SITE GRADING MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT AS REFERENCED IN THIS PLAN SET. IF NO GEOTECHNICAL REPORT HAS BEEN REFERENCED, THE CONTRACTOR MUST HAVE A GEOTECHNICAL ENGINEER PROVIDE WRITTEN SPECIFICATIONS AND RECOMMENDATIONS PRIOR TO THE CONTRACTOR COMMENCING THE GRADING WORK. THE CONTRACTOR MUST FOLLOW THE REQUIREMENTS OF ALL MUNICIPAL, COUNTY, STATE, AND FEDERAL LAWS, WHICH HAVE JURISDICTION OVER THIS PROJECT. 3.THE CONTRACTOR IS REQUIRED TO SECURE ALL NECESSARY AND/OR REQUIRED PERMITS AND APPROVALS FOR ALL OFF-SITE MATERIAL SOURCES AND DISPOSAL FACILITIES. THE CONTRACTOR MUST SUPPLY A COPY OF APPROVALS TO THE PROFESSIONAL OF RECORD, BOHLER AND THE OWNER PRIOR TO THE CONTRACTOR COMMENCING ANY WORK. 4.THE CONTRACTOR IS FULLY RESPONSIBLE FOR VERIFYING EXISTING TOPOGRAPHIC INFORMATION AND UTILITY INVERT ELEVATIONS PRIOR TO COMMENCING ANY CONSTRUCTION. SHOULD DISCREPANCIES BETWEEN THE PLANS AND INFORMATION OBTAINED THROUGH FIELD VERIFICATIONS BE IDENTIFIED OR EXIST, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE PROFESSIONAL OF RECORD AND BOHLER, IN WRITING. 5.THE CONTRACTOR IS RESPONSIBLE FOR REMOVING AND REPLACING ALL UNSUITABLE MATERIALS WITH SUITABLE MATERIALS AS SPECIFIED IN THE GEOTECHNICAL REPORT. THE CONTRACTOR MUST COMPACT ALL EXCAVATED OR FILLED AREAS IN STRICT ACCORDANCE WITH THE GEOTECHNICAL REPORT'S GUIDANCE. MOISTURE CONTENT AT TIME OF PLACEMENT MUST BE SUBMITTED IN A COMPACTION REPORT PREPARED BY A QUALIFIED GEOTECHNICAL ENGINEER, REGISTERED WITH THE STATE WHERE THE WORK IS PERFORMED. THIS REPORT MUST VERIFY THAT ALL FILLED AREAS AND SUBGRADE AREAS WITHIN THE BUILDING PAD AREA AND AREAS TO BE PAVED HAVE BEEN COMPACTED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES WHICH ARE IN EFFECT AND WHICH ARE APPLICABLE TO THE PROJECT. SUBBASE MATERIAL FOR SIDEWALKS, CURB, OR ASPHALT MUST BE FREE OF ORGANICS AND OTHER UNSUITABLE MATERIALS. SHOULD SUBBASE BE DEEMED UNSUITABLE BY OWNER/DEVELOPER, OR OWNER/DEVELOPER'S REPRESENTATIVE, SUBBASE MUST BE REMOVED AND FILLED WITH APPROVED FILL MATERIAL, COMPACTED AS THE GEOTECHNICAL REPORT DIRECTS. EARTHWORK ACTIVITIES INCLUDING, BUT NOT LIMITED TO, EXCAVATION, BACKFILL, AND COMPACTING MUST COMPLY WITH THE RECOMMENDATIONS IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. EARTHWORK ACTIVITIES MUST COMPLY WITH THE STANDARD STATE DOT SPECIFICATIONS FOR ROADWAY CONSTRUCTION (LATEST EDITION) AND ANY AMENDMENTS OR REVISIONS THERETO. 6.IN THE EVENT OF A DISCREPANCY(IES) AND/OR A CONFLICT(S) BETWEEN PLANS, OR RELATIVE TO OTHER PLANS, THE GRADING PLAN TAKES PRECEDENCE AND CONTROLS. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE PROFESSIONAL OF RECORD AND BOHLER, IN WRITING, OF ANY DISCREPANCY(IES) AND/OR CONFLICT(S). 7.THE CONTRACTOR IS RESPONSIBLE TO IMPORT FILL OR EXPORT EXCESS MATERIAL AS NECESSARY TO CONFORM TO THE PROPOSED GRADING, AND TO BACKFILL EXCAVATIONS FOR THE INSTALLATION OF UNDERGROUND IMPROVEMENTS. SOIL EROSION & SEDIMENT CONTROL PLAN NOTES (Rev. 4/2023) 1.THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES. 2.EROSION CONTROL MEASURES MUST CONFORM TO THE GUIDELINES FOR URBAN EROSION AND SEDIMENT CONTROL UNLESS OTHERWISE NOTED, OR UNLESS THE PROFESSIONAL OF RECORD CLEARLY AND SPECIFICALLY, IN WRITING, DIRECTS OTHERWISE. INSTALLATION OF EROSION CONTROL, CLEARING, AND SITE WORK MUST BE PERFORMED EXACTLY AS INDICATED IN THE EROSION CONTROL CONSTRUCTION NOTES. 3.THE DISTURBED LAND AREA OF THIS SITE IS APPROXIMATELY ACRES. 4.INSTALLATION OF EROSION CONTROL DEVICES MUST BE IN ACCORDANCE WITH ALL OF THE MANUFACTURER'S RECOMMENDATIONS. 5.THE CONTRACTOR MUST INSPECT EROSION CONTROL MEASURES WEEKLY. THE CONTRACTOR MUST REMOVE ANY SILT DEPOSITS GREATER THAN COLLECTED ON THE FILTER FABRIC AND/OR SILT SOCK BARRIERS AND EXCAVATE AND REMOVE ANY SILT FROM DROP INLET PROTECTION. 6.THE CONTRACTOR MUST APPLY TEMPORARY SEED AND MULCH TO ALL DISTURBED AREAS THAT WILL NOT BE BROUGHT TO FINISHED GRADE AND VEGETATED WITHIN 7 DAYS. WHEN AREAS ARE DISTURBED AFTER THE GROWING SEASON, THE CONTRACTOR MUST STABILIZE SAME WITH GEOTEXTILE FABRIC AND MAINTAIN SAME IN STRICT ACCORDANCE WITH BEST MANAGEMENT PRACTICES. 7.THE CONTRACTOR MUST INSTALL ADDITIONAL EROSION CONTROL MEASURES IF THE PROFESSIONAL OF RECORD SO REQUIRES, TO PREVENT ANY, INCLUDING THE INCIDENTAL, DISCHARGE OF SILT-LADEN RUNOFF FROM EXITING THE SITE. 8.THE CONTRACTOR MUST BE RESPONSIBLE FOR INSPECTING AND MAINTAINING ALL EROSION CONTROL MEASURES ON THE SITE UNTIL PERMANENT PAVING AND TURF/LANDSCAPING IS ESTABLISHED. THE COSTS OF INSTALLING AND MAINTAINING THE EROSION CONTROL MEASURES MUST BE INCLUDED IN THE BID PRICE FOR THE SITE WORK AND THE CONTRACTOR IS RESPONSIBLE FOR ALL SUCH COSTS. 9.THE CONTRACTOR MUST CONTINUE TO MAINTAIN ALL EROSION CONTROL MEASURES UNTIL THE COMPLETION OF CONSTRUCTION AND THE ESTABLISHMENT OF VEGETATION. 10.THE CONTRACTOR MUST REMOVE EROSION CONTROL MEASURES, SILT AND DEBRIS AFTER ESTABLISHING PERMANENT VEGETATION COVER OR OTHER INSTALLING A DIFFERENT, SPECIFIED METHOD OF STABILIZATION. 11.THIS PLAN REPRESENTS THE MINIMUM LEVEL OF IMPLEMENTATION OF TEMPORARY EROSION AND SEDIMENTATION CONTROL FACILITIES, MEASURES AND STRUCTURES. ADDITIONAL FACILITIES, MEASURES AND STRUCTURES MUST BE INSTALLED WHERE NECESSARY TO COMPLY WITH ALL APPLICABLE CODES AND STANDARDS AND/OR TO PREVENT ANY, INCLUDING THE INCIDENTAL DISCHARGE OF SILT-LADEN RUNOFF FROM EXITING THE SITE. 12.THE CONTRACTOR MUST PROTECT ALL EXISTING TREES AND SHRUBS. THE CONTRACTOR MUST REFER TO THE LANDSCAPE AND/OR DEMOLITION PLAN(S) FOR TREE PROTECTION, FENCE LOCATIONS AND DETAILS. 13.THE CONTRACTOR MUST REFER TO GRADING PLANS FOR ADDITIONAL INFORMATION. 14.THE CONTRACTOR MUST CLEAN EXISTING AND PROPOSED DRAINAGE STRUCTURES AND INTERCONNECTING PIPES ON OR OFF-SITE AS THE JURISDICTIONAL AGENCY REQUIRES, BOTH AT THE TIME OF SITE STABILIZATION AND AT END OF PROJECT. 15.SOIL EROSION CONTROL MEASURES MUST BE ADJUSTED OR RELOCATED BY THE CONTRACTOR AS IDENTIFIED DURING SITE OBSERVATION IN ORDER TO MAINTAIN THE COMPLETE EFFECTIVENESS OF ALL CONTROL MEASURES. 16.THE CONTRACTOR MUST IDENTIFY, ON THE PLAN, THE LOCATION OF WASTE CONTAINERS, FUEL STORAGE TANKS, CONCRETE WASHOUT AREAS AND ANY OTHER LOCATIONS WHERE HAZARDOUS MATERIALS ARE STORED. FLORIDA 6.13 6" ACCESSIBILITY DESIGN GUIDELINES (Rev. 1/2023) 1.ALL ACCESSIBLE (A.K.A. ADA) COMPONENTS AND ACCESSIBLE ROUTES MUST BE CONSTRUCTED TO MEET, AT A MINIMUM, THE MORE STRINGENT OF: (A) THE REQUIREMENTS OF THE "AMERICANS WITH DISABILITIES ACT" (ADA) CODE (42 U.S.C. § 12101 ET SEQ. AND 42 U.S.C. § 4151 ET SEQ.); AND (B) ANY APPLICABLE LOCAL AND STATE GUIDELINES, AND ANY AND ALL AMENDMENTS TO BOTH, WHICH ARE IN EFFECT WHEN THESE PLANS WERE COMPLETED. 2.THE CONTRACTOR MUST REVIEW ALL DOCUMENTS REFERENCED IN THESE NOTES FOR ACCURACY, COMPLIANCE AND CONSISTENCY WITH INDUSTRY GUIDELINES. 3.THE CONTRACTOR MUST EXERCISE APPROPRIATE CARE AND PRECISION IN CONSTRUCTION OF ACCESSIBLE (ADA) COMPONENTS AND ACCESSIBLE ROUTES FOR THE SITE. FINISHED SURFACES ALONG THE ACCESSIBLE ROUTE OF TRAVEL FROM PARKING SPACES, PUBLIC TRANSPORTATION, PEDESTRIAN ACCESS, AND INTER-BUILDING ACCESS, TO POINTS OF ACCESSIBLE BUILDING ENTRANCE/EXIT, MUST COMPLY WITH THE ACCESSIBLE GUIDELINES AND REQUIREMENTS WHICH INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: A.ACCESSIBLE PARKING SPACES AND ACCESS AISLES SLOPES MUST NOT EXCEED 1:50 (2.0%) IN ANY DIRECTION. B.PATH OF TRAVEL ALONG ACCESSIBLE ROUTE MUST PROVIDE A 36-INCHES MINIMUM WIDTH (48-INCHES PREFERRED), OR AS SPECIFIED BY THE GOVERNING AGENCY. UNOBSTRUCTED WIDTH OF TRAVEL (CAR OVERHANGS AND/OR HANDRAILS) MUST NOT REDUCE THIS MINIMUM WIDTH. THE SLOPE MUST NOT EXCEED 1:20 (5.0%) IN THE DIRECTION OF TRAVEL AND MUST NOT EXCEED 1:50 (2.0%) IN CROSS SLOPE. WHERE ACCESSIBLE PATH OF TRAVEL IS GREATER THAN 1:20 (5.0%), AN ACCESSIBLE RAMP MUST BE PROVIDED. ALONG THE ACCESSIBLE PATH OF TRAVEL, OPENINGS MUST NOT EXCEED 1/2-INCH IN WIDTH. VERTICAL CHANGES OF UP TO 1/2-INCH ARE PERMITTED ONLY IF THEY INCLUDES A 1/4-INCH BEVEL AT A SLOPE NOT STEEPER THAN 1:2. NO VERTICAL CHANGES OVER 1/4-INCH ARE PERMITTED. C.ACCESSIBLE RAMPS MUST NOT EXCEED A SLOPE OF 1:12 (8.3%) AND A RISE OF 30-INCHES. LEVEL LANDINGS MUST BE PROVIDED AT EACH END OF ACCESSIBLE RAMPS. LANDING MUST PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURES, AND MUST NOT EXCEED 1:50 (2.0%) SLOPE IN ANY DIRECTION. RAMPS THAT CHANGE DIRECTION BETWEEN RUNS AT LANDINGS MUST HAVE A CLEAR LANDING OF A MINIMUM OF 60-INCHES BY 60-INCHES. HAND RAILS ON BOTH SIDES OF THE RAMP MUST BE PROVIDED ON AN ACCESSIBLE RAMP WITH A RISE GREATER THAN 6-INCHES. D.ACCESSIBLE CURB RAMPS MUST NOT EXCEED A SLOPE OF 1:12 (8.3%). WHERE FLARED SIDES ARE PROVIDED, THEY MUST NOT EXCEED 1:10 (10%) SLOPE. LEVEL LANDING MUST BE PROVIDED AT RAMPS TOP AT A MINIMUM OF 36-INCHES LONG (48-INCHES PREFERRED). IN ALTERATIONS, WHEN THERE IS NO LANDING AT THE TOP, FLARE SIDES SLOPES MUST NOT EXCEED A SLOPE OF 1:12 (8.3%). E.DOORWAY LANDINGS AREAS MUST BE PROVIDED ON THE EXTERIOR SIDE OF ANY DOOR LEADING TO AN ACCESSIBLE PATH OF TRAVEL. THIS LANDING MUST BE SLOPED AWAY FROM THE DOOR NO MORE THAN 1:50 (2.0%) FOR POSITIVE DRAINAGE. THIS LANDING AREA MUST BE NO FEWER THAN 60-INCHES (5 FEET) LONG, EXCEPT WHERE OTHERWISE CLEARLY PERMITTED BY ACCESSIBLE STANDARDS FOR ALTERNATIVE DOORWAY OPENING CONDITIONS. (SEE ICC/ANSI A117.1-2009 AND OTHER REFERENCES INCORPORATED BY CODE). F.WHEN THE PROPOSED CONSTRUCTION INVOLVES RECONSTRUCTION, MODIFICATION, REVISION OR EXTENSION OF OR TO ACCESSIBLE COMPONENTS FROM EXISTING DOORWAYS OR SURFACES, THE CONTRACTOR MUST VERIFY ALL EXISTING ELEVATIONS SHOWN ON THE PLAN. NOTE THAT TABLE 405.2 OF THE DEPARTMENT OF JUSTICE'S ADA STANDARDS FOR ACCESSIBLE DESIGN ALLOWS FOR STEEPER RAMP SLOPES, IN RARE CIRCUMSTANCES. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE PROFESSIONAL OF RECORD AND BOHLER, IN WRITING, OF ANY DISCREPANCIES AND/OR FIELD CONDITIONS THAT DIFFER IN ANY WAY OR IN ANY RESPECT FROM WHAT IS SHOWN ON THE PLANS BEFORE COMMENCING ANY WORK. CONSTRUCTED IMPROVEMENTS MUST FALL WITHIN THE MAXIMUM AND MINIMUM LIMITATIONS IMPOSED BY THE BARRIER FREE REGULATIONS AND THE ACCESSIBLE GUIDELINES. G.THE CONTRACTOR MUST VERIFY ALL OF THE SLOPES OF THE CONTRACTOR'S FORMS PRIOR TO POURING CONCRETE. IF ANY NON-CONFORMANCE EXISTS OR IS OBSERVED OR DISCOVERED, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE PROFESSIONAL OF RECORD AND BOHLER, IN WRITING, PRIOR TO POURING CONCRETE. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL COSTS TO REMOVE, REPAIR AND/OR REPLACE NON-CONFORMING CONCRETE AND/OR PAVEMENT SURFACES. 4.IT IS STRONGLY RECOMMENDED THAT THE CONTRACTOR REVIEW THE INTENDED CONSTRUCTION TO ENSURE SAME IS CONSISTENT WITH THE LOCAL BUILDING CODE PRIOR TO COMMENCING CONSTRUCTION. DRAINAGE AND UTILITY NOTES (Rev. 3/2023) 1.THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES. 2.LOCATIONS OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE, AND THE CONTRACTOR MUST INDEPENDENTLY VERIFY AND CONFIRM THOSE LOCATIONS AND SERVICES WITH LOCAL UTILITY COMPANIES PRIOR TO COMMENCING ANY CONSTRUCTION OR EXCAVATION. THE CONTRACTOR MUST INDEPENDENTLY VERIFY AND CONFIRM ALL SANITARY CONNECTION POINTS AND ALL OTHER UTILITY SERVICE CONNECTION POINTS IN THE FIELD, PRIOR TO COMMENCING ANY CONSTRUCTION. THE CONTRACTOR MUST REPORT ALL DISCREPANCIES, ERRORS AND OMISSIONS IN WRITING, TO THE PROFESSIONAL OF RECORD AND BOHLER. 3.THE CONTRACTOR MUST VERTICALLY AND HORIZONTALLY LOCATE ALL UTILITIES AND SERVICES INCLUDING, BUT NOT LIMITED TO, GAS, WATER, ELECTRIC, SANITARY AND STORM, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN THE LIMITS OF DISTURBANCE OR WORK SPACE, WHICHEVER IS GREATER. THE CONTRACTOR MUST USE, REFER TO, AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL OF THE UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL DAMAGE TO ANY EXISTING UTILITIES WHICH OCCUR DURING CONSTRUCTION, AT NO COST TO THE OWNER AND AT CONTRACTOR'S SOLE COST AND EXPENSE. THE CONTRACTOR MUST BEAR ALL COSTS ASSOCIATED WITH DAMAGE TO ANY EXISTING UTILITIES WHICH OCCURS DURING CONSTRUCTION. 4.THE CONTRACTOR MUST FIELD VERIFY THE PROPOSED INTERFACE POINTS (CROSSINGS) WITH EXISTING UNDERGROUND UTILITIES BY USING A TEST PIT TO CONFIRM EXACT DEPTH, PRIOR TO COMMENCEMENT OF CONSTRUCTION. 5.STORMWATER ROOF DRAIN LOCATIONS ARE BASED ON ARCHITECTURAL PLANS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING LOCATIONS, SIZE, AND MATERIAL OF SAME BASED UPON FINAL ARCHITECTURAL PLANS.  6.THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING SITE PLAN DOCUMENTS AND ARCHITECTURAL PLANS FOR EXACT BUILDING UTILITY CONNECTION LOCATIONS; GREASE TRAP REQUIREMENTS; AND DETAILS, DOOR ACCESS, AND EXTERIOR GRADING. THE ARCHITECT WILL DETERMINE THE UTILITY SERVICE SIZES. THE CONTRACTOR MUST COORDINATE INSTALLATION OF UTILITY SERVICES WITH THE INDIVIDUAL COMPANIES TO AVOID CONFLICTS AND TO ENSURE THAT PROPER DEPTHS ARE ACHIEVED. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT INSTALLATION OF ALL IMPROVEMENTS COMPLIES WITH ALL UTILITY REQUIREMENTS OF THE APPLICABLE JURISDICTION AND REGULATORY AGENCIES AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES AND, FURTHER, IS RESPONSIBLE FOR COORDINATING THE UTILITY TIE-INS/CONNECTIONS PRIOR TO CONNECTING TO THE EXISTING UTILITY/SERVICE. WHERE A CONFLICT(S) EXISTS BETWEEN THESE DOCUMENTS AND THE ARCHITECTURAL PLANS, OR WHERE ARCHITECTURAL PLAN UTILITY CONNECTION POINTS DIFFER, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE PROFESSIONAL OF RECORD AND BOHLER, IN WRITING, AND PRIOR TO CONSTRUCTION, MUST RESOLVE SAME. 7.ALL FILL, COMPACTION, AND BACKFILL MATERIALS REQUIRED FOR UTILITY INSTALLATION MUST BE EXACTLY AS PER THE RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT AND THE CONTRACTOR MUST COORDINATE SAME WITH THE APPLICABLE UTILITY COMPANY SPECIFICATIONS. WHEN THE PROJECT DOES NOT HAVE GEOTECHNICAL RECOMMENDATIONS, FILL AND COMPACTION MUST COMPLY WITH APPLICABLE REQUIREMENTS AND SPECIFICATIONS. THE PROFESSIONAL OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR DESIGN OF TRENCH BACKFILL OR FOR COMPACTION REQUIREMENTS 8.DURING THE INSTALLATION OF SANITARY, STORM, AND ALL UTILITIES, THE CONTRACTOR MUST MAINTAIN A CONTEMPORANEOUS AND THOROUGH RECORD OF CONSTRUCTION TO IDENTIFY THE AS-INSTALLED LOCATIONS OF ALL UNDERGROUND INFRASTRUCTURE. THE CONTRACTOR MUST CAREFULLY NOTE ANY INSTALLATIONS THAT DEVIATE, IN ANY RESPECT, FROM THE INFORMATION CONTAINED IN THESE PLANS. THIS RECORD MUST BE KEPT ON A CLEAN COPY OF THE APPROPRIATE PLAN(S), WHICH THE CONTRACTOR MUST PROMPTLY PROVIDE TO THE OWNER IMMEDIATELY UPON THE COMPLETION OF WORK. 9.THE CONTRACTOR MUST ENSURE THAT ALL UTILITY TRENCHES LOCATED IN EXISTING PAVED ROADWAYS INCLUDING SANITARY, WATER AND STORM SYSTEMS, ARE REPAIRED IN ACCORDANCE WITH REFERENCED MUNICIPAL, COUNTY AND OR STATE DOT DETAILS AS APPLICABLE. THE CONTRACTOR MUST COORDINATE INSPECTION AND APPROVAL OF COMPLETED WORK WITH THE AGENCY WITH JURISDICTION OVER SAME. 10.FINAL LOCATIONS OF PROPOSED UTILITY POLES, AND/ OR POLES TO BE RELOCATED ARE AT THE SOLE DISCRETION OF THE RESPECTIVE UTILITY COMPANY, REGARDLESS OF WHAT THIS PLAN DEPICTS. 11.WATER SERVICE MATERIALS, BURIAL DEPTH, AND COVER REQUIREMENTS MUST BE SPECIFIED BY THE LOCAL UTILITY COMPANY. THE CONTRACTOR MUST CONTACT THE APPLICABLE MUNICIPALITY TO CONFIRM THE PROPER WATER METER AND VAULT, PRIOR TO COMMENCING CONSTRUCTION. 12.THE TOPS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEANOUT MUST BE ADJUSTED, AS NECESSARY, TO MATCH PROPOSED FINISHED GRADES WITH NO TRIPPING OR SAFETY HAZARD IN ACCORDANCE WITH ALL APPLICABLE STANDARDS, REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. PROPOSED NOTE CURB AND GUTTER SPILL TRANSITION DEPRESSED CURB AND GUTTER TYPICAL NOTE TEXT NEIGHBORING PROPERTY LINE / INTERIOR PARCEL LINE STANDARD DRAWING LEGEND FOR ENTIRE PLAN SET ONSITE PROPERTY LINE / R.O.W. LINE EASEMENT LINE SETBACK LINE CONCRETE CURB & GUTTER UTILITY POLE WITH LIGHT POLE LIGHT TRAFFIC LIGHT UTILITY POLE TYPICAL LIGHT ACORN LIGHT TYPICAL SIGN PARKING COUNTS BORING BENCHMARK EP SANITARY LABEL STORM LABEL SANITARY SEWER LATERAL UNDERGROUND WATER LINE UNDERGROUND ELECTRIC LINE UNDERGROUND GAS LINE OVERHEAD WIRE UNDERGROUND TELEPHONE LINE UNDERGROUND CABLE LINE STORM SEWER SANITARY SEWER MAIN HYDRANT SANITARY MANHOLE STORM MANHOLE WATER METER WATER VALVE GAS VALVE GAS METER TYPICAL END SECTION HEADWALL OR ENDWALL GRATE INLET CURB INLET CLEAN OUT ELECTRIC MANHOLE TELEPHONE MANHOLE ELECTRIC BOX ELECTRIC PEDESTAL MONITORING WELL TEST PIT CONTOUR LINE SPOT ELEVATIONS LOW LOW LOD LOD LIMIT OF WORK LIMIT OF DISTURBANCE X A-100 C E G OH T SL S D WM G GV C/O T E E B-# T-# SAWCUT LINE TC BC 516.00 515.55 FF 517.00 ME|G 516.00 187 190 W S SAN-100 GENERAL NOTES (Rev. 1/2023) 1.THESE PLANS ARE SOLELY BASED ON INFORMATION THE OWNER AND OTHERS PROVIDED TO (HEREIN “BOHLER”) PRIOR TO THE DATE ON WHICH THE PROFESSIONAL OF RECORD AND BOHLER PREPARED THESE PLANS. THE CONTRACTOR MUST FIELD VERIFY ALL EXISTING CONDITIONS AND IMMEDIATELY NOTIFY BOHLER , IN WRITING, IF ANY ACTUAL SITE CONDITIONS DIFFER FROM THOSE SHOWN ON THESE PLANS, OR IF THE PROPOSED WORK CONFLICTS WITH ANY OTHER SITE FEATURES. 2.THE CONTRACTOR MUST STRICTLY COMPLY WITH THESE NOTES AND ALL SPECIFICATIONS/REPORTS CONTAINED HEREIN. THE CONTRACTOR MUST ENSURE THAT ALL SUBCONTRACTORS FULLY AND COMPLETELY CONFORM TO AND COMPLY WITH THESE REQUIREMENTS, THESE NOTES, AND THE REQUIREMENTS ARTICULATED IN THE NOTES CONTAINED IN ALL THE OTHER DRAWINGS THAT COMPRISE THE PLAN SET OF DRAWINGS. ADDITIONAL NOTES AND SPECIFIC PLAN NOTES MAY BE FOUND ON THE INDIVIDUAL PLANS. THESE GENERAL NOTES APPLY TO THIS ENTIRE DOCUMENT PACKAGE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW ALL CONSTRUCTION CONTRACT DOCUMENTS INCLUDING, BUT NOT LIMITED TO, ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE, PRIOR TO THE INITIATION AND COMMENCEMENT OF CONSTRUCTION. 3.PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR MUST CONFIRM WITH THE PROFESSIONAL OF RECORD AND BOHLER THAT THE LATEST EDITION OF THE DOCUMENTS AND/OR REPORTS REFERENCED WITHIN THE PLAN REFERENCES ARE BEING USED FOR CONSTRUCTION. THIS IS THE CONTRACTOR'S SOLE AND COMPLETE RESPONSIBILITY. 4.PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR MUST ENSURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION IS TO BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED THE CONDITIONS OF APPROVAL TO ALL PLANS AND OTHER DOCUMENTS REVIEWED AND APPROVED BY THE PERMITTING AUTHORITIES AND HAS ALSO CONFIRMED THAT ALL NECESSARY AND REQUIRED PERMITS HAVE BEEN OBTAINED. THE CONTRACTOR MUST HAVE COPIES OF ALL PERMITS AND APPROVALS ON SITE AT ALL TIMES. 5.THE CONTRACTOR MUST ENSURE THAT ALL WORK IS PERFORMED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS/REPORTS AND CONDITIONS OF APPROVAL, AND ALL APPLICABLE REQUIREMENTS, RULES, REGULATIONS, STATUTORY REQUIREMENTS, CODES, LAWS AND STANDARDS OF ALL GOVERNMENTAL ENTITIES WITH JURISDICTION OVER THIS PROJECT, AND ALL PROVISIONS IN AND CONDITIONS OF THE CONSTRUCTION CONTRACT WITH THE OWNER/DEVELOPER INCLUDING ALL EXHIBITS, ATTACHMENTS AND ADDENDA TO SAME. 6.PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR MUST COORDINATE THE BUILDING LAYOUT BY CAREFULLY REVIEWING THE MOST CURRENT ARCHITECTURAL, CIVIL AND STRUCTURAL CONSTRUCTION DOCUMENTS (INCLUDING, BUT NOT LIMITED TO, MECHANICAL, ELECTRICAL, PLUMBING AND FIRE SUPPRESSION PLANS, WHERE APPLICABLE). THE CONTRACTOR MUST IMMEDIATELY NOTIFY OWNER, ARCHITECT AND PROFESSIONAL OF RECORD AND BOHLER, IN WRITING, OF ANY CONFLICTS, DISCREPANCIES OR AMBIGUITIES WHICH EXIST BETWEEN THESE PLANS AND ANY OTHER PLANS THAT COMPRISE THE CONSTRUCTION DOCUMENTS. 7.CONTRACTOR MUST REFER TO AND ENSURE COMPLIANCE WITH THE APPROVED ARCHITECTURAL/BUILDING PLANS OF RECORD FOR EXACT LOCATIONS AND DIMENSIONS OF ENTRY/EXIT POINTS, ELEVATIONS, PRECISE BUILDING DIMENSIONS, AND EXACT BUILDING UTILITY LOCATIONS. 8.THE CONTRACTOR MUST FIELD VERIFY ALL DIMENSIONS AND MEASUREMENTS SHOWN ON THESE PLANS, PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR MUST IMMEDIATELY NOTIFY PROFESSIONAL OF RECORD AND BOHLER, IN WRITING, IF ANY CONFLICTS, DISCREPANCIES, OR AMBIGUITIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION. NO EXTRA COMPENSATION WILL BE PAID TO THE CONTRACTOR FOR WORK WHICH HAS TO BE RE-DONE OR REPAIRED DUE TO DIMENSIONS, MEASUREMENTS OR GRADES SHOWN INCORRECTLY ON THESE PLANS PRIOR TO BOTH (A) THE CONTRACTOR GIVING PROFESSIONAL OF RECORD AND BOHLER WRITTEN NOTIFICATION OF SAME AND (B) PROFESSIONAL OF RECORD AND BOHLER, THEREAFTER, PROVIDING THE CONTRACTOR WITH WRITTEN AUTHORIZATION TO PROCEED WITH SUCH ADDITIONAL WORK. 9.THE CONTRACTOR MUST VERIFY ALL DIMENSIONS AND MEASUREMENTS INCLUDED ON DESIGN DOCUMENTS HEREIN AND MUST NOT SCALE OFF THE DRAWINGS DUE TO POTENTIAL PRINTING INACCURACIES. ALL DIMENSIONS AND MEASUREMENTS ARE TO BE CHECKED AND CONFIRMED BY THE GENERAL CONTRACTOR PRIOR TO PREPARATION OF SHOP DRAWINGS, FABRICATION/ORDERING OF PARTS AND MATERIALS AND COMMENCEMENT OF SITE WORK. SITE PLAN DRAWINGS ARE NOT INTENDED AS SURVEY DOCUMENTS. DIMENSIONS SUPERSEDE GRAPHICAL REPRESENTATIONS. THE CONTRACTOR MUST MAKE CONTRACTOR'S OWN MEASUREMENTS FOR LAYOUT OF IMPROVEMENTS. 10.THE OWNER AND CONTRACTOR MUST BE FAMILIAR WITH AND RESPONSIBLE FOR THE PROCUREMENT OF ANY AND ALL CERTIFICATIONS REQUIRED FOR THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. 11.WHEN INCLUDED AS ONE OF THE REFERENCED DOCUMENTS, THE GEOTECHNICAL REPORT, SPECIFICATIONS AND RECOMMENDATIONS SET FORTH THEREIN ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND, IN CASE OF CONFLICT, DISCREPANCY OR AMBIGUITY, THE MORE STRINGENT REQUIREMENTS AND/OR RECOMMENDATIONS CONTAINED IN: (A) THE PLANS; AND (B) THE GEOTECHNICAL REPORT AND RECOMMENDATIONS, MUST TAKE PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR MUST NOTIFY THE PROFESSIONAL OF RECORD AND BOHLER, IN WRITING, OF ANY SUCH CONFLICT, DISCREPANCY OR AMBIGUITY BETWEEN THE GEOTECHNICAL REPORT AND PLANS AND SPECIFICATIONS, PRIOR TO PROCEEDING WITH ANY FURTHER WORK. IF A GEOTECHNICAL REPORT WAS NOT CREATED, THEN THE CONTRACTOR MUST FOLLOW AND COMPLY WITH ALL OF THE REQUIREMENTS OF ANY AND ALL MUNICIPAL, COUNTY, STATE, AND FEDERAL LAWS AND APPLICABLE SPECIFICATIONS WHICH HAVE JURISDICTION OVER THIS PROJECT. 12.PROFESSIONAL OF RECORD AND BOHLER ARE NEITHER LIABLE NOR RESPONSIBLE FOR ANY SUBSURFACE CONDITIONS AND FURTHER, HAS NO LIABILITY FOR ANY HAZARDOUS MATERIALS, HAZARDOUS SUBSTANCES, OR POLLUTANTS ON, ABOUT OR UNDER THE PROPERTY. 13.THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING WHEN AND WHERE SHORING IS REQUIRED AND FOR INSTALLING ALL SHORING REQUIRED DURING EXCAVATION (TO BE PERFORMED IN ACCORDANCE WITH CURRENT OSHA STANDARDS) AND ANY ADDITIONAL PRECAUTIONS TO BE TAKEN TO ASSURE THE STABILITY OF ADJACENT, NEARBY AND CONTIGUOUS STRUCTURES AND PROPERTIES. ALL OF THIS WORK IS TO BE PERFORMED AT CONTRACTOR'S SOLE COST AND EXPENSE. 14.THE CONTRACTOR MUST EXERCISE EXTREME CAUTION WHEN PERFORMING ANY WORK ACTIVITIES ADJACENT TO PAVEMENT, STRUCTURES, ETC. WHICH ARE TO REMAIN EITHER FOR AN INITIAL PHASE OF THE PROJECT OR AS PART OF THE FINAL CONDITION. THE CONTRACTOR IS RESPONSIBLE FOR TAKING ALL APPROPRIATE MEASURES REQUIRED TO ENSURE THE STRUCTURAL STABILITY OF SIDEWALKS AND PAVEMENT, UTILITIES, BUILDINGS, AND INFRASTRUCTURE WHICH ARE TO REMAIN, AND TO PROVIDE A SAFE WORK AREA FOR THIRD PARTIES, PEDESTRIANS AND ANYONE INVOLVED WITH THE PROJECT. 15.DEBRIS MUST NOT BE BURIED ON THE SUBJECT SITE. ALL DEMOLITION AND CONSTRUCTION WASTES, UNSUITABLE EXCAVATED MATERIAL, EXCESS SOIL AND DEBRIS (SOLID WASTE) MUST BE DISPOSED OF IN ACCORDANCE WITH THE REQUIREMENTS OF ANY AND ALL MUNICIPAL, COUNTY, STATE, AND FEDERAL LAWS AND APPLICABLE CODES WHICH HAVE JURISDICTION OVER THIS PROJECT OR OVER THE CONTRACTOR. 16.IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO MAINTAIN RECORDS TO DEMONSTRATE PROPER AND FULLY COMPLIANT DISPOSAL ACTIVITIES, TO BE PROMPTLY PROVIDED TO THE OWNER UPON REQUEST. 17.THE CONTRACTOR MUST REPAIR, AT CONTRACTOR'S SOLE COST, ALL DAMAGE DONE TO ANY NEW OR EXISTING CONSTRUCTION OR PROPERTY DURING THE COURSE OF CONSTRUCTION, INCLUDING BUT NOT LIMITED TO DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC. AND MUST BEAR ALL COSTS ASSOCIATED WITH SAME TO INCLUDE, BUT NOT BE LIMITED TO, REDESIGN, RE-SURVEY, RE-PERMITTING AND CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR AND MUST REPLACE ALL SIGNAL INTERCONNECTION CABLE, WIRING CONDUITS, AND ANY UNDERGROUND ACCESSORY EQUIPMENT DAMAGED DURING CONSTRUCTION AND MUST BEAR ALL COSTS ASSOCIATED WITH SAME. THE REPAIR OF ANY SUCH NEW OR EXISTING CONSTRUCTION OR PROPERTY MUST RESTORE SUCH CONSTRUCTION OR PROPERTY TO A CONDITION EQUIVALENT TO OR BETTER THAN THE CONDITIONS PRIOR TO COMMENCEMENT OF THE CONSTRUCTION, AND IN CONFORMANCE WITH APPLICABLE CODES, LAWS, RULES, REGULATIONS, STATUTORY REQUIREMENTS AND STATUTES. THE CONTRACTOR MUST BEAR ALL COSTS ASSOCIATED WITH SAME. THE CONTRACTOR MUST, PROMPTLY, DOCUMENT ALL EXISTING DAMAGE AND NOTIFY, IN WRITING, THE OWNER AND THE CONSTRUCTION MANAGER PRIOR TO THE START OF CONSTRUCTION. 18.THE PROFESSIONAL OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR AND HAVE NO CONTRACTUAL, LEGAL OR OTHER RESPONSIBILITIES FOR JOB SITE SAFETY JOB SITE SUPERVISION, OR ANYTHING RELATED TO SAME. THE PROFESSIONAL OF RECORD AND BOHLER HAVE NOT BEEN RETAINED TO PERFORM OR TO BE RESPONSIBLE FOR JOB SITE SAFETY, SAME BEING WHOLLY OUTSIDE OF PROFESSIONAL OF RECORD'S AND BOHLER SERVICES AS RELATED TO THE PROJECT. THE PROFESSIONAL OF RECORD AND BOHLER ARE NOT RESPONSIBLE TO IDENTIFY OR REPORT ANY JOB SITE SAFETY ISSUES OR ANY JOB SITE CONDITIONS, AT ANY TIME. 19.THE CONTRACTOR MUST IMMEDIATELY IDENTIFY IN WRITING, TO THE PROFESSIONAL OF RECORD AND BOHLER , ANY DISCREPANCIES THAT MAY OR COULD AFFECT THE PUBLIC SAFETY, HEALTH OR GENERAL WELFARE, OR PROJECT COST. IF THE CONTRACTOR PROCEEDS WITH CONSTRUCTION WITHOUT PROVIDING PROPER WRITTEN NOTIFICATION AS DESCRIBED ABOVE, IT WILL BE AT THE CONTRACTOR'S OWN RISK AND, FURTHER, THE CONTRACTOR MUST INDEMNIFY, DEFEND AND HOLD HARMLESS THE PROFESSIONAL OF RECORD AND BOHLER FOR ANY AND ALL DAMAGES, COSTS, INJURIES, ATTORNEY'S FEES AND THE LIKE WHICH RESULT FROM OR ARE IN ANY WAY RELATED TO SAME INCLUDING, BUT NOT LIMITED TO, ANY THIRD PARTY AND FIRST PARTY CLAIMS. 20.THE PROFESSIONAL OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR ANY INJURY OR DAMAGES RESULTING FROM THE CONTRACTOR'S FAILURE TO BUILD OR CONSTRUCT IN STRICT ACCORDANCE WITH THE APPROVED PLANS, AND CURRENT CODES, RULES, STATUTES AND THE LIKE. IF THE CONTRACTOR AND/OR OWNER FAIL TO BUILD OR CONSTRUCT IN STRICT ACCORDANCE WITH APPROVED PLANS, RULES, STATUTES, CODES AND THE LIKE, THE CONTRACTOR AND/OR OWNER AGREE TO AND MUST JOINTLY, INDEPENDENTLY, SEPARATELY, AND SEVERALLY INDEMNIFY AND HOLD THE PROFESSIONAL OF RECORD AND BOHLER HARMLESS FOR AND FROM ALL INJURIES, CLAIMS AND DAMAGES THAT PROFESSIONAL OF RECORD AND BOHLER SUFFER AND ANY AND ALL COSTS THAT PROFESSIONAL OF RECORD AND BOHLER INCUR AS RELATED TO SAME. 21.ALL CONTRACTORS MUST CARRY AT LEAST THE MINIMUM AMOUNT OF THE SPECIFIED AND COMMERCIALLY REASONABLE STATUTORY WORKER'S COMPENSATION INSURANCE, EMPLOYER'S LIABILITY INSURANCE AND COMMERCIAL GENERAL LIABILITY INSURANCE (CGL) INCLUDING ALSO ALL UMBRELLA COVERAGES. ALL CONTRACTORS MUST HAVE THEIR CGL POLICIES ENDORSED TO NAME BOHLER , AND ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS AS ADDITIONAL NAMED INSUREDS AND TO PROVIDE CONTRACTUAL LIABILITY COVERAGE SUFFICIENT TO INSURE (DEFEND, IF APPLICABLE) AND HOLD HARMLESS AND INDEMNITY OBLIGATIONS ASSUMED AND AGREED TO BY THE CONTRACTOR HEREIN. ALL CONTRACTORS MUST FURNISH BOHLER WITH CERTIFICATIONS OF INSURANCE OR CERTIFICATES OF INSURANCE AS EVIDENCE OF THE REQUIRED INSURANCE COVERAGES PRIOR TO COMMENCING ANY WORK AND UPON RENEWAL OF EACH POLICY DURING THE ENTIRE PERIOD OF CONSTRUCTION AND FOR TWO YEARS AFTER THE COMPLETION OF CONSTRUCTION AND AFTER ALL PERMITS ARE ISSUED, WHICHEVER DATE IS LATER. IN ADDITION, ALL CONTRACTORS AGREE THAT THEY WILL, TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, INDEMNIFY, DEFEND AND HOLD HARMLESS BOHLER AND ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS FROM AND AGAINST ANY DAMAGES, INJURIES, CLAIMS, ACTIONS, PENALTIES, EXPENSES, PUNITIVE DAMAGES, TORT DAMAGES, STATUTORY CLAIMS, STATUTORY CAUSES OF ACTION, LOSSES, CAUSES OF ACTION, LIABILITIES OR COSTS, INCLUDING, BUT NOT LIMITED TO, REASONABLE ATTORNEYS' FEES AND DEFENSE COSTS, ARISING OUT OF OR IN ANY WAY CONNECTED WITH OR TO THE PROJECT, INCLUDING ALL CLAIMS BY EMPLOYEES OF THE CONTRACTOR(S), ALL CLAIMS BY THIRD PARTIES AND ALL CLAIMS RELATED TO THE PROJECT. THE CONTRACTOR MUST NOTIFY PROFESSIONAL OF RECORD, IN WRITING, AT LEAST THIRTY (30) DAYS PRIOR TO ANY TERMINATION, SUSPENSION OR CHANGE OF ITS INSURANCE HEREUNDER. 22.THE PROFESSIONAL OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR CONSTRUCTION METHODS, MEANS, TECHNIQUES OR PROCEDURES, GENERALLY OR FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES OR PROCEDURES FOR COMPLETION OF THE WORK DEPICTED BOTH ON THESE PLANS, AND FOR ANY CONFLICTS IN SCOPE AND REVISIONS THAT RESULT FROM SAME. THE CONTRACTOR IS FULLY AND SOLELY RESPONSIBLE FOR DETERMINING THE MEANS AND METHODS FOR COMPLETION OF THE WORK, PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 23.NEITHER THE PROFESSIONAL ACTIVITIES OF BOHLER, NOR THE PRESENCE OF BOHLER AND/OR ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS AT A CONSTRUCTION/PROJECT SITE (HEREIN “BOHLER PARTIES”), RELIEVES OR WILL RELIEVE THE CONTRACTOR OF AND FROM CONSTRUCTION MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES NECESSARY FOR PERFORMING, OVERSEEING, SUPERINTENDING AND COORDINATING THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND COMPLIANCE WITH ALL HEALTH AND SAFETY PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIES WITH JURISDICTION OVER THE PROJECT AND/OR PROPERTY. BOHLER PARTIES HAVE NO AUTHORITY TO EXERCISE ANY CONTROL OVER (OR ANY RESPONSIBILITY FOR) ANY CONSTRUCTION, THE CONTRACTOR OR ITS EMPLOYEES RELATING TO THEIR WORK AND ANY AND ALL HEALTH AND SAFETY PROGRAMS OR PROCEDURES. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SITE SAFETY. THE CONTRACTOR MUST INDEMNIFY, DEFEND, PROTECT AND HOLD HARMLESS BOHLER PARTIES FOR AND FROM ANY LIABILITY TO BOHLER PARTIES RESULTING FROM THE CONTRACTOR'S WORK, SERVICES AND/OR VIOLATIONS OF THIS NOTE, THESE NOTES OR ANY NOTES IN THE PLAN SET AND, FURTHER, THE CONTRACTOR MUST NAME BOHLER AS AN ADDITIONAL INSURED UNDER THE GENERAL CONTRACTOR'S POLICIES OF GENERAL LIABILITY INSURANCE AS DESCRIBED ABOVE. 24.WHEN IT IS CLEARLY AND SPECIFICALLY WITHIN BOHLER'S SCOPE OF SERVICES CONTRACT WITH THE OWNER/DEVELOPER, BOHLER WILL REVIEW OR TAKE OTHER APPROPRIATE ACTION ON THE CONTRACTOR SUBMITTALS, SUCH AS SHOP DRAWINGS, PRODUCT DATA, SAMPLES, AND OTHER DATA, WHICH THE CONTRACTOR IS REQUIRED TO SUBMIT, BUT ONLY FOR THE LIMITED PURPOSE OF EVALUATING CONFORMANCE WITH THE DESIGN INTENT AND THE INFORMATION SHOWN IN THE CONSTRUCTION CONTRACT DOCUMENTS. CONSTRUCTION MEANS AND METHODS AND/OR TECHNIQUES OR PROCEDURES, COORDINATION OF THE WORK WITH OTHER TRADES, AND CONSTRUCTION SAFETY PRECAUTIONS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND BOHLER HAS NO RESPONSIBILITY OR LIABILITY FOR SAME. BOHLER WILL PERFORM ITS SHOP DRAWING REVIEW WITH REASONABLE PROMPTNESS, AS CONDITIONS PERMIT. ANY DOCUMENT, DOCUMENTING BOHLER'S REVIEW OF A SPECIFIC ITEM OR LIMITED SCOPE, MUST NOT INDICATE THAT BOHLER HAS REVIEWED THE ENTIRE ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. BOHLER IS NOT RESPONSIBLE FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR MUST, IN WRITING, PROMPTLY AND IMMEDIATELY BRING ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS TO BOHLER'S ATTENTION. BOHLER IS NOT REQUIRED TO REVIEW PARTIAL SUBMISSIONS OR THOSE FOR WHICH SUBMISSIONS OF CORRELATED ITEMS HAVE NOT BEEN RECEIVED. 25.IF THE CONTRACTOR DEVIATES FROM THESE PLANS AND/OR SPECIFICATIONS, INCLUDING THE NOTES CONTAINED HEREIN, WITHOUT FIRST OBTAINING THE PRIOR WRITTEN AUTHORIZATION OF THE PROFESSIONAL OF RECORD AND BOHLER FOR ALL DEVIATIONS WITHIN PROFESSIONAL OF RECORD'S SCOPE, THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE PAYMENT OF ALL COSTS INCURRED IN CORRECTING ANY WORK PERFORMED WHICH DEVIATES FROM THE PLANS, ALL FINES AND/OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM AND, FURTHER, MUST DEFEND, INDEMNIFY, PROTECT, AND HOLD HARMLESS THE PROFESSIONAL OF RECORD AND BOHLER PARTIES TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, FOR AND FROM ALL FEES, ATTORNEYS' FEES, DAMAGES, COSTS, JUDGMENTS, CLAIMS, INJURIES, PENALTIES AND THE LIKE RELATED TO SAME. 26.THE CONTRACTOR IS RESPONSIBLE FOR A MAINTAINING AND PROTECTING THE TRAFFIC CONTROL PLAN AND ELEMENTS IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REQUIREMENTS, FOR ALL WORK THAT AFFECTS PUBLIC TRAVEL EITHER IN THE RIGHT OF WAY OR ON SITE. THE COST FOR THIS ITEM MUST BE INCLUDED IN THE CONTRACTOR'S PRICE AND IS THE CONTRACTOR'S SOLE RESPONSIBILITY. 27.OWNER MUST MAINTAIN AND PRESERVE ALL PHYSICAL SITE FEATURES AND DESIGN FEATURES DEPICTED ON THE PLANS AND RELATED DOCUMENTS IN STRICT ACCORDANCE WITH THE APPROVED PLAN(S) AND DESIGN; AND, FURTHER, THE PROFESSIONAL OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR ANY FAILURE TO SO MAINTAIN OR PRESERVE SITE AND/OR DESIGN FEATURES. IF OWNER FAILS TO MAINTAIN AND/OR PRESERVE ALL PHYSICAL SITE FEATURES AND/OR DESIGN FEATURES DEPICTED ON THE PLANS AND RELATED DOCUMENTS, OWNER AGREES TO INDEMNIFY AND HOLD THE PROFESSIONAL OF RECORD AND BOHLER PARTIES, HARMLESS FOR ALL INJURIES, DAMAGES AND COSTS THAT PROFESSIONAL OF RECORD AND BOHLER INCUR AS A RESULT OF SAID FAILURE OR FAILURE TO PRESERVE. 28.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING THAT ALL CONSTRUCTION ACTIVITIES AND MATERIALS COMPLY WITH AND CONFORM TO APPLICABLE FEDERAL, STATE AND LOCAL RULES AND REGULATIONS, LAWS, ORDINANCES, AND CODES, AND ALL APPLICABLE REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970, (29 U.S.C. 651 ET SEQ.) AS AMENDED, AND ANY MODIFICATIONS, AMENDMENTS OR REVISIONS TO SAME. 29.THE CONTRACTOR MUST STRICTLY COMPLY WITH THE LATEST AND CURRENT OSHA STANDARDS AND REGULATIONS, AND/OR ANY OTHER AGENCY WITH JURISDICTION OVER EXCAVATION AND TRENCHING PROCEDURES. PROFESSIONAL OF RECORD AND BOHLER HAS NO RESPONSIBILITY FOR OR AS RELATED TO EXCAVATION AND TRENCHING PROCEDURES AND WORK. 30.THE CONTRACTOR AND THE OWNER MUST INSTALL ALL ELEMENTS AND COMPONENTS IN STRICT COMPLIANCE WITH AND IN ACCORDANCE WITH MANUFACTURER'S STANDARDS AND RECOMMENDED INSTALLATION CRITERIA AND SPECIFICATIONS. IF THE CONTRACTOR AND/OR OWNER FAIL TO DO SO, THEY AGREE TO JOINTLY, INDEPENDENTLY, SEPARATELY, COLLECTIVELY, AND SEVERALLY INDEMNIFY, DEFEND, PROTECT AND HOLD PROFESSIONAL OF RECORD AND BOHLER PARTIES HARMLESS FOR ALL INJURIES AND DAMAGES THAT PROFESSIONAL OF RECORD SUFFERS AND COSTS THAT PROFESSIONAL OF RECORD INCURS AS A RESULT OF SAID FAILURE. 31.THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN AN ON-SITE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IN COMPLIANCE WITH THE ENVIRONMENTAL PROTECTION AGENCY (EPA) REQUIREMENTS OR LOCAL GOVERNING AGENCY FOR SITES WHERE ONE (1) ACRE OR MORE IS DISTURBED BY CONSTRUCTION ACTIVITIES (UNLESS THE LOCAL JURISDICTION REQUIRES A DIFFERENT THRESHOLD). THE CONTRACTOR MUST ENSURE THAT ALL ACTIVITIES, INCLUDING THOSE OF ALL SUBCONTRACTORS, ARE IN COMPLIANCE WITH THE SWPPP, INCLUDING BUT NOT LIMITED TO LOGGING ACTIVITIES (MINIMUM ONCE PER WEEK AND AFTER RAINFALL EVENTS) AND CORRECTIVE MEASURES, AS APPROPRIATE AND FURTHER, THE CONTRACTOR IS SOLELY AND COMPLETELY RESPONSIBLE FOR FAILING TO DO SO. 32.AS CONTAINED IN THESE DRAWINGS AND ASSOCIATED DOCUMENTS PREPARED BY THE PROFESSIONAL OF RECORD AND BOHLER, THE USE OF THE WORDS 'CERTIFY' OR 'CERTIFICATION' CONSTITUTE(S) AN EXPRESSION ONLY OF PROFESSIONAL OPINION REGARDING THE INFORMATION WHICH IS THE SUBJECT OF THE PROFESSIONAL OF RECORD'S AND BOHLER KNOWLEDGE OR BELIEF AND IN ACCORDANCE WITH COMMON AND ACCEPTED PROCEDURE CONSISTENT WITH THE APPLICABLE STANDARDS OF PRACTICE, AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE OF ANY NATURE OR TYPE, EITHER EXPRESSED OR IMPLIED, UNDER ANY CIRCUMSTANCES. BOHLER ENGINEERING FL, LLC OUTSIDE SOURCE NOTES (Rev. 11/2023) ANY INFORMATION, DRAWINGS, DATA, PLANS, SPECIFICATIONS, MATERIALS, FIGURES, DOCUMENTATION, REPORTS, AND THE LIKE WHICH IS INDICATED TO HAVE BEEN PREPARED “BY OTHERS” (HEREIN, “BY OTHERS REPORTS, DOCUMENTS AND DETAILS”) HAS BEEN OR WILL BE CREATED, DEVELOPED, PREPARED, PERFORMED, AND ANALYZED BY AN ENTITY OR PARTY OTHER THAN THE “BOHLER” ENTITY INVOLVED WITH THIS PROJECT. THE “BOHLER” ENTITY IS NOT IN ANY WAY RESPONSIBLE FOR THE BY OTHERS REPORTS, DOCUMENTS AND DETAILS EVEN IF/WHERE INCLUDED IN THE “BOHLER” ENTITY'S PLANS, REPORTS, ETC. SAME HAS BEEN INCLUDED ON THIS PLAN FOR THE CONVENIENCE, ONLY, OF THE PROJECT OWNER, DEVELOPERS, CONTRACTORS AND CONSULTANTS AND IN ORDER TO COORDINATE THE “BOHLER” ENTITY'S DESIGN WITH THAT OF “OTHERS”. THE “BOHLER” ENTITY HAS ASSUMED, FOR PURPOSES OF THIS PLAN, THAT THE BY OTHERS REPORTS, DOCUMENTS AND DETAILS ARE CURRENT AND, IF APPLICABLE, PREPARED IN STRICT ACCORDANCE WITH ALL APPLICABLE COUNTY, STATE, FEDERAL AND OTHER STATUTES, LAWS, RULES, REGULATIONS, ORDINANCES AND THE LIKE. THE “BOHLER” ENTITY SPECIFICALLY DISCLAIMS ANY AND ALL LIABILITY AND RESPONSIBILITY FOR BY OTHERS REPORTS, DOCUMENTS AND DETAILS. THE ENTITY OR PERSON WHO CREATED THE INFORMATION CONTAINED IN THE BY OTHERS REPORTS, DOCUMENTS AND DETAILS (EXCLUDING INFORMATION AND/OR DETAILS SOLELY SUPPLIED BY A JURISDICTION AND/OR GOVERNING BODY) AGREES BY PARTICIPATING IN THIS PROJECT, RECEIVING, REVIEWING, USING AND/OR RELYING UPON THIS DOCUMENT, AND/OR BY AGREEING TO THE PROJECT OWNER/DEVELOPER'S CONTRACT DOCUMENTS, TO DEFEND, INDEMNIFY, PROTECT AND HOLD HARMLESS THE “BOHLER” ENTITY THAT PREPARED THIS DOCUMENT AND ITS EMPLOYEES FOR ANY AND ALL DAMAGES, INJURIES, COSTS, EXPENSES AND THE LIKE, TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, WHICH THE “BOHLER” ENTITY AND/OR ITS EMPLOYEES SUFFER OR INCUR AS A RESULT OF INCLUDING ANY BY OTHERS REPORTS, DOCUMENTS AND DETAILS IN AND ON OR IN THIS PLAN. ANYONE OR ANY ENTITY WHO RECEIVED, RELIES UPON AND/OR USES THIS PLAN, AGREES TO HOLD THE “BOHLER” ENTITY AND ITS EMPLOYEES HARMLESS FROM ANY CLAIMS, DAMAGES, INJURIES, COSTS AND EXPENSES, TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, FOR ANY DAMAGES, INJURIES, COSTS, EXPENSES AND THE LIKE, TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, WHICH IT OR THEY SUFFER OR INCUR AS A RESULT OF THE ANY BY OTHERS REPORTS, DOCUMENTS AND DETAILS INCORPORATED IN THE PLAN, AND EXPRESSLY CONFIRMS THAT BY RECEIVING, RELYING UPON AND/OR USING SAME, THE “BOHLER” ENTITY SHALL HAVE NO LIABILITY RELATED TO SAME. WITH RESPECT TO ALL BY OTHERS REPORTS, DOCUMENTS AND DETAILS, CONTRACTOR MUST VERIFY ALL INFORMATION CONTAINED IN THE SCOPE OF ALL PARTIES INVOLVED IN PREPARING THE BY OTHERS REPORTS, DOCUMENTS AND DETAILS PRIOR TO COMMENCING ANY CONSTRUCTION AND MUST VERIFY THAT THE INFORMATION IS THE LATEST, THE MOST RECENT AND THE MOST CURRENT REPORT, DOCUMENT AND DETAIL. REFERENCES ON THIS PLAN TO INFORMATION PREPARED OR CONTAINED IN BY OTHERS REPORTS, DOCUMENTS AND DETAILS DEPICTING AN OFF-SITE AREA WHERE NO DETAIL IS INCLUDED IS A REFERENCE TO AN AREA, DETAIL, SPECIFICATION OR DESIGN THAT HAS NOT BEEN DESIGNED OR CONSTRUCTED BY THE “BOHLER” ENTITY AND REGARDING WHICH THE “BOHLER” ENTITY HAS NO CONTROL OVER OR LIABILITY REGARDING, BUT IS ADDED TO THIS PLAN FOR INFORMATIONAL PURPOSES, ONLY. STANDARD ABBREVIATIONS FOR ENTIRE PLAN SET AASHTO AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS AC ACRE / ACRES AD AREA DRAIN ADA ACCESSIBLE / AMERICANS WITH DISABILITIES ACT AG ABOVE GROUND APPROX APPROXIMATE ARCH ARCHITECTURAL ASPH ASPHALT ASSF AREA SUBJECT TO STORMWATER FLOWAGE ASSOC ASSOCIATION BC BOTTOM OF CURB BF BASEMENT FLOOR BIO BIOGARDEN BIT BITUMINOUS BK BLOCK BL BASELINE BLDG BUILDING BM BENCH MARK BRL BUILDING RESTRICTION LINE BVW BORDERING VEGETATIVE WETLAND CB CATCH BASIN CF CUBIC FEET CI CURB INLET CIT CHANGE IN TYPE CL CENTER LINE CMP CORRUGATED METAL PIPE CO CLEAN OUT CONC CONCRETE CONN CONNECTION COORD COORDINATE CPP CORRUGATED PLASTIC PIPE CY CUBIC YARD DEC DECORATIVE DEP DEPARTMENT OF ENVIRONMENTAL PROTECTION DET DETENTION DIA DIAMETER DMH DRAINAGE MANHOLE DOM DOMESTIC DOT DEPARTMENT OF TRANSPORTATION DP DESIGN POINT DWL DASHED WHITE LINE DYL DOUBLE YELLOW LINE EG EXISTING GRADE ELEC ELECTRIC ELEV ELEVATION EOR ENGINEER OF RECORD EP / EOP EDGE OF PAVEMENT ES / EOS EDGE OF SHOULDER EW END WALL EX EXISTING FDC FIRE DEPARTMENT CONNECTION FEMA FEDERAL EMERGENCY MANAGEMENT AGENCY FES FLARED END SECTION FF FINISH / FIRST FLOOR FFE FINISH / FIRST FLOOR ELEVATION FG FINISH GRADE FH FIRE HYDRANT FM FORCE MAIN FO FIBER OPTIC G GRADE GC GENERAL CONTRACTOR GEO GEOTECH/GEOTECHNICAL GF / GFE GARAGE FLOOR ELEVATION (AT DOOR) GFA GROSS FLOOR AREA GH GRADE HIGH (WALL) GL GRADE LOW (WALL) GRT GRATE GT GREASE TRAP GV GATE VALVE HDPE HIGH DENSITY POLYETHYLENE HOR HORIZONTAL HP HIGH POINT HW HEADWALL ICS INLET CONTROL STRUCTURE INF INFILTRATION INT INTERSECTION INV INVERT LF LINEAR FOOT LOC LIMIT OF CLEARING LOD LIMIT OF DISTURBANCE LOS LINE OF SIGHT LOW LIMIT OF WORK LP LOW POINT LS LANDSCAPE LSA LANDSCAPE AREA MAX MAXIMUM ME MATCH EXISTING MEP MECHANICAL, ELECTRICAL, AND PLUMBING MH MANHOLE MIN MINIMUM MJ MECHANICAL JOINT MUTCD MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES NOAA NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION NRCS NATIONAL RESOURCE CONSERVATION SERVICE O&M OPERATIONS AND MAINTENANCE OC ON CENTER OCS OUTLET CONTROL STRUCTURE OGS OIL AND GRIT SEPARATOR ORD ORDINANCE PA / POA POINT OF ANALYSIS PC POINT OF CURVATURE PCCR POINT OF CURVATURE, CURB RETURN PERF PERFORATED PG PROPOSED GRADE PI POINT OF INTERSECTION POG POINT OF GRADE PP POLYPROPYLENE PIPE PROP PROPOSED PT POINT OF TANGENCY PTCR POINT OF TANGENCY, CURB RETURN PVI POINT OF VERTICAL INTERSECTION PVMT PAVEMENT PVT POINT OF VERTICAL TANGENCY R RADIUS / RADII R/W RIGHT-OF-WAY / RIGHTS-OF-WAY RCP REINFORCED CONCRETE PIPE RD ROOF DRAIN REGS REGULATIONS RELO TO BE RELOCATED REQ REQUIRED RET RETENTION RET WALL RETAINING WALL RETO TO BE RETURNED TO OWNER RG RAIN GARDEN S SLOPE SAN SANITARY SEWER SESC SOIL EROSION AND SEDIMENT CONTROL SF SQUARE FEET SHLO STATE HIGHWAY LAYOUT SMH SANITARY MANHOLE STA STATION STM STORM WATER / STORM SEWER SWL SINGLE/SOLID WHITE LINE SWPPP STORMWATER POLLUTION PREVENTION PLAN TBA TO BE ABANDONED TBR TO BE REMOVED TBV TO BE VACATED TC TOP OF CURB Tc TIME OF CONCENTRATION TD TRENCH DRAIN TELE TELECOMMUNICATIONS / TELEDATA TPF TREE PROTECTION FENCE TR TO REMAIN TRANS TRANSITION TYP TYPICAL UG UNDERGROUND UP UTILITY POLE USGS UNITED STATES GEOLOGICAL SURVEY VERT VERTICAL VIF VERIFY IN FIELD W WIDE / WIDTH W/L WATER LINE WM WATER METER WQU WATER QUALITY UNIT YD YARD DRAIN #NUMBER #:# SLOPE EXPRESSED IN HORIZONTAL:VERTICAL IN FEET ±PLUS OR MINUS °DEGREE Ø DIAMETER 'FEET/FOOT "INCHES C-102 GENERAL NOTES AND LEGEND 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 01/14/2025 JURISDICTIONAL COMMENTS PD KK 01/28/2025 CITY OF WINTER SPRINGS COMMENTS LS/PD KK/KM 01/28/2025 DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H: \ 2 0 2 4 \ F L A 2 4 0 1 6 2 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ P - C I V L - C N D S - F L A 2 4 0 1 6 2 . 0 0 - 0 A - - - - - > L A Y O U T : C - 1 0 2 - G E N E R A L N O T E S KK THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: FLA240162.00-0A PD KK 12/23/2024 P-CIVL-CNDS PROP. SITE PLAN DOCUMENTS SUTTON CROSSINGS PROPOSED RETAIL STRIP AND DAYCARE CENTER E SR 434 & MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 CITY OF WINTER SPRINGS ISSUED FOR MUNICIPAL & AGENCY REVIEW & APPROVAL 600 N. WESTSHORE BLVD. SUITE 950 TAMPA, FLORIDA 33609 Phone:(813) 812-4100 Fax:(813) 812-4101 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S BO H L E R F e b 1 1 , 2 0 2 5 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY KYLE STEVEN MOREL, PE, ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. 24 8 7 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF S F S F S F S F S F S F S F SF S F S F S F S F S F S F S F S F S F S F S F SF SF SF SF SF SF SF SF SFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF APPROX 65 LF OF EX CURB (TBR) APPROX 70 LF OF EXISTING CURB (TBR) APPROX 220 SF OF EX SIDEWALK (TBR) APPROX 31 LF OF EX CURB (TBR)EX 8" SEWER STUB INV: 33.3 (PER AS-BUILTS) (TBR) 7' X 5' FULL DEPTH ASPHALT REPLACEMENT AREA PER SEMINOLE UTILITY ENGINEERING FIGURE 102 TU S K A W I L L A R O A D MICHAEL BLAKE BLVD AP P A R E N T R A I L R O A D (G R A V E L P I L E ) ( T B R ) S R 4 3 4 APPROX 7 LF OF EX CURB (TBR) APPROX 35 SF OF EX SIDEWALK (TBR) 16 LF OF EX SAN SEWER LATERAL (TBR) EX FENCE (TBR) PROP 107 LF OF MILL & OVERLAY, MILL AND OVERLAY LIMITS TO EXTEND TO EDGE OF TRAVEL LANE 10 7 ' 13.8' W E S NAD83 NAD83 THIS PLAN TO BE UTILIZED FOR DEMOLITION PURPOSES ONLY EXISTING CONDITIONS/ DEMOLITION PLAN C-201 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 01/14/2025 JURISDICTIONAL COMMENTS PD KK 01/28/2025 CITY OF WINTER SPRINGS COMMENTS LS/PD KK/KM 01/28/2025 DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H: \ 2 0 2 4 \ F L A 2 4 0 1 6 2 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ P - C I V L - E X D M - F L A 2 4 0 1 6 2 . 0 0 - 0 A - - - - - > L A Y O U T : C - 2 0 1 - E X I S T I N G C O N D I T I O N S & D E M O KK THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: FLA240162.00-0A PD KK 12/23/2024 P-CIVL-EXDM PROP. SITE PLAN DOCUMENTS SUTTON CROSSINGS PROPOSED RETAIL STRIP AND DAYCARE CENTER E SR 434 & MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 CITY OF WINTER SPRINGS ISSUED FOR MUNICIPAL & AGENCY REVIEW & APPROVAL 600 N. WESTSHORE BLVD. SUITE 950 TAMPA, FLORIDA 33609 Phone:(813) 812-4100 Fax:(813) 812-4101 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S BO H L E R F e b 1 1 , 2 0 2 5 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY KYLE STEVEN MOREL, PE, ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. DEMOLITION ABBREVIATIONS ABBREVIATION DESCRIPTION (TBA)TO BE ABANDONED (TBR)TO BE REMOVED (TBV)TO BE VACATED (RELO)TO BE RELOCATED DEMOLITION NOTES: 1.BOHLER FL, LLC IS NOT RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION. CONTRACTOR IS TO PROCEED WITH THE DEMOLITION IN A SYSTEMATIC AND SAFE MANNER, FOLLOWING ALL THE OSHA REQUIREMENTS, TO ENSURE PUBLIC AND CONTRACTOR SAFETY. 2.ALL DEMOLITION ACTIVITIES ARE TO BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AS WELL AS ALL FEDERAL, STATE, AND LOCAL REGULATIONS. ANY DISCREPANCIES OR DEVIATIONS SHALL BE IDENTIFIED BY THE CONTRACTOR TO BOHLER FL, LLC IN WRITING FOR RESOLUTION PRIOR TO INITIATION OF SITE ACTIVITY. 3.PERMITS FOR DEVIATIONS SHALL BE APPLIED FOR AND APPROVED BY THE CITY OF WINTER SPRINGS PRIOR TO THE COMMENCEMENT OF DEVIATION. 4.PRIOR TO STARTING ANY DEMOLITION CONTRACTOR IS RESPONSIBLE FOR/TO: A.PRE -CONSTRUCTION MEETING SHALL BE SCHEDULED WITH THE CITY OF WINTER SPRINGS PRIOR TO CONSTRUCTION ACTIVITY. B.NO CONSTRUCTION SHALL COMMENCE WITHOUT AN INSPECTED AND APPROVED SITE WORK PERMIT FROM THE CITY OF WINTER SPRINGS. C.CONSTRUCTION FENCE WITH MESH SHALL BE FULLY INSTALLED, INSPECTED, AND APPROVED PRIOR TO CONSTRUCTION ACTIVITIES. D.NO CONSTRUCTION SHALL COMMENCE WITHOUT AN INSPECTED AND APPROVED SITE WORK PERMIT FROM THE CITY OF WINTER SPRINGS. E.EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE FULLY INSTALLED, INSPECTED, AND APPROVED BY THE CITY OF WINTER SPRINGS PRIOR TO CONSTRUCTION ACTIVITY. F.THE CONTRACTOR SHALL OBTAIN A SUNSHINE STATE ONE CALL LOCATION CERTIFICATION PRIOR TO ANY EXCAVATION OR DEMOLITION. THE NUMBER IS 1-800-432-4770. G.ENSURING COPIES OF ALL PERMITS AND APPROVALS MUST BE MAINTAINED ON SITE AND AVAILABLE FOR REVIEW. H.INSTALLING THE REQUIRED SOIL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO SITE DISTURBANCE. I.LOCATE/CAP ALL UTILITIES AND SERVICES, INCLUDING BUT NOT LIMITED TO GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN THE LIMITS OF DISTURBANCE. J.PROTECTING AND MAINTAINING IN OPERATION, ALL ACTIVE SYSTEMS THAT ARE NOT BEING REMOVED DURING ALL DEMOLITION ACTIVITIES. K.FAMILIARIZING THEMSELVES WITH THE APPLICABLE UTILITY SERVICE PROVIDER AND BEING RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION REQUIRED FOR THE PROJECT. THE CONTRACTOR SHALL PROVIDE THE OWNER WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTION AND UTILITY COMPANY REQUIREMENTS. L.COORDINATION WITH UTILITY COMPANIES REGARDING WORKING "OFF-PEAK" HOURS OR ON WEEKENDS AS MAY BE REQUIRED TO MINIMIZE THE IMPACT ON THE AFFECTED PARTIES. M.OPERATION OF ANY MECHANICALLY POWERED TOOLS OR EQUIPMENT USED IN CONSTRUCTION, DRILLING, OR DEMOLITION WORK BETWEEN THE HOURS OF 10:00 P.M. AND 7:00 A.M. THE FOLLOWING DAY IS PROHIBITED PER SECTION 13-31(D); CITY OF WINTER SPRINGS. N.A COMPLETE INSPECTION OF CONTAMINANTS BY A LICENSED ENVIRONMENTAL TESTING AGENCY, OF ALL BUILDINGS AND/OR STRUCTURES TO BE REMOVED. SAME SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL ENVIRONMENTAL REGULATIONS. ANY/ALL CONTAMINANTS SHALL BE REMOVED AND DISPOSED OF BY A FEDERALLY LICENSED CONTRACTOR IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS. ALL ENVIRONMENTAL WORK INCLUDING HAZARDOUS MATERIAL, SOILS, ASBESTOS, OR OTHER REFERENCED OR IMPLIED HEREIN IS THE SOLE RESPONSIBILITY OF THE OWNER'S ENVIRONMENTAL CONSULTANT. 4.THE CONTRACTOR SHALL PROVIDE ALL THE "MEANS AND METHODS" NECESSARY TO PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF EXISTING STRUCTURES, AND ANY OTHER IMPROVEMENTS THAT ARE REMAINING ON OR OFF SITE. THE DEMOLITION CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS OF DAMAGE TO ALL ITEMS THAT ARE TO REMAIN AS A RESULT OF HIS ACTIVITIES. ALL REPAIRS SHALL USE NEW MATERIAL. THE REPAIRS SHALL RESTORE THE ITEM TO THE PRE-DEMOLITION CONDITION. 5.IN THE ABSENCE OF SPECIFICATIONS, THE CONTRACTOR SHALL PERFORM EARTH MOVEMENT ACTIVITIES, DEMOLITION AND REMOVAL OF ALL FOUNDATION WALLS, FOOTINGS, AND OTHER MATERIALS WITHIN THE LIMITS OF DISTURBANCE IN ACCORDANCE WITH DIRECTION BY OWNER'S STRUCTURAL OR GEOTECHNICAL ENGINEER. 6.EXPLOSIVES SHALL NOT BE USED. THE CONTRACTOR IS ALSO RESPONSIBLE FOR ALL INSPECTION AND SEISMIC VIBRATION TESTING THAT IS REQUIRED TO MONITOR THE EFFECTS ON ALL LOCAL STRUCTURES. 7.CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AND GENERALLY ACCEPTED SAFE PRACTICES IN CONFORMANCE WITH: THE "MANUAL ON UNIFORM TRAFFIC CONTROL," AS WELL AS FEDERAL, STATE, AND LOCAL REGULATIONS WHEN DEMOLITION RELATED ACTIVITIES IMPACT ROADWAYS OR ROADWAY RIGHT - OF - WAY. 8.CONDUCT DEMOLITION ACTIVITIES IN SUCH A MANNER TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, SIDEWALKS, WALKWAYS, AND OTHER ADJACENT FACILITIES. STREET CLOSURE PERMITS MUST BE RECEIVED FROM THE APPROPRIATE GOVERNMENTAL AUTHORITIES. 9.DEMOLITION ACTIVITIES AND EQUIPMENT SHALL NOT USE AREAS OUTSIDE THE DEFINED PROPERTY LINE WITHOUT WRITTEN PERMISSION OF THE OWNER, AND/OR APPROPRIATE GOVERNMENT AGENCY. 10.USE DUST CONTROL MEASURES TO LIMIT AIRBORNE DUST AND DIRT RISING AND SCATTERING IN THE AIR IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS. AFTER THE DEMOLITION IS COMPLETE, ADJACENT STRUCTURES AND IMPROVEMENTS SHALL BE CLEANED OF ALL DUST AND DEBRIS CAUSED BY THE DEMOLITION OPERATIONS. THE CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL ADJACENT AREAS TO THEIR "PRE-DEMOLITION" CONDITION. 11.WRITTEN NOTICE INDICATING PROPERTIES DEEMED TO BE RETURNED TO "PRE-DEMOLITION" CONDITION SHALL BE SENT TO THE CITY OF WINTER SPRINGS. THE LETTER SHALL INCLUDE PROPERTY LOCATIONS, DATE OF DEMOLITION COMPLETION, DATE OF WORK TO COMMENCEMENT, AND NAME AND CONTACT INFORMATION OF CONTRACTOR. 12.CONTRACTOR IS RESPONSIBLE TO SAFEGUARD SITE AS NECESSARY TO PERFORM THE DEMOLITION IN SUCH A MANNER AS TO PREVENT THE ENTRY OF UNAUTHORIZED PERSONS AT ANY TIME. 13.THIS DEMOLITION PLAN IS INTENDED TO IDENTIFY THOSE EXISTING ITEMS/CONDITIONS WHICH ARE TO BE REMOVED. IT IS NOT INTENDED TO PROVIDE DIRECTION OTHER THAN THAT ALL METHODS AND MEANS ARE TO BE IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL OSHA AND OTHER SAFETY PRECAUTIONS NECESSARY TO PROVIDE A SAFE WORK SITE. 14.DEBRIS SHALL NOT BE BURIED OR BURNED ON THE SUBJECT SITE. ALL DEMOLITION WASTES AND DEBRIS (SOLID WASTE) SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL REGULATIONS AND APPLICABLE CODES. BURNING OF ANY ORGANIC OR INORGANIC MATERIAL ON SITE SHALL BE PROHIBITED. 15.CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL EXISTING SITE IMPROVEMENTS AND UTILITIES. ALL DISCREPANCIES SHALL BE IDENTIFIED TO THE ENGINEER IN WRITING. 16.ALL EXISTING UTILITIES BEING REMOVED SHALL BE DONE SO BY THE CONTRACTOR IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS. 17.THERE ARE NO KNOWN WATER COURSES, WATER BODIES, FLOODPLAINS, XERIC UPLANDS, WETLANDS, CUTTHROAT GRASS SEEPS, HISTORICAL, AND ARCHAEOLOGICAL RESOURCES, OR CONES OF INFLUENCE FOR POTABLE WELLS, AQUIFER RECHARGE AREAS, SOIL TYPES, AND VEGETATIVE COVER LOCATED WITHIN PROJECT LIMITS. DATUM NOTE: TOPOGRAPHIC ELEVATIONS ARE BASED ON SEMINOLE COUNTY BENCHMARK DESIGNATION #4733701, ELEVATION 44.45' NAVD 88 DATUM. FEMA NOTE: THE PROPERTY IS LOCATED IN OTHER AREAS ZONE X (AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN) PER MAP ENTITLED “FIRM, FLOOD INSURANCE RATE MAP, SEMINOLE COUNTY, FLORIDA AND INCORPORATED AREAS, PANEL 160 OF 330”, MAP NUMBER 12117C0160F, WITH A MAP REVISION DATE OF SEPTEMBER 28, 2007. 1"=40' 0 40102040 NEIGHBORING PROPERTY LINE ONSITE PROPERTY LINE / R.O.W. LINE EX. STORM SEWER EX. SPOT ELEVATION EX. TREE TO BE REMOVED/ TO BE RELOCATED EX. EASEMENT EX. OVERHEAD ELECTRIC EX. SANITARY LINE EX. FENCE CONC. TO BE REMOVED ASPHALT TO BE REMOVED EX. CONCRETE EX. TREE TO BE REMOVED EX. ROADWAY C/L LEGEND UTILITY NOTE: 1.CONTRACTOR SHALL FIELD VERIFY EXISTING ON-SITE UTILITIES AND UTILITIES WITHIN THE RIGHT-OF-WAY PRIOR TO START OF WORK. GEOTECHNICAL NOTE: 1.CONTRACTOR SHALL FOLLOW THE GUIDANCE AND RECOMMENDATIONS AS SPECIFIED IN THE SUBSOIL AND GROUNDWATER LEVEL INVESTIGATION GEOTECHNICAL ENGINEERING REPORT PREPARED BY YOVAISH ENGINEERING SERVICES DATED OCTOBER 12, 2023. 2.PER THE GEOTECHNICAL REPORT PERFORMED BY YOVAISH ENGINEERING SERVICES ON 10/12/2023, THE MAJORITY OF THE SITE IS COVERED WITH ONE TO TWO FEET OF ORGANIC TOP SOIL. ALL ORGANIC TOP SOIL SHOULD BE REMOVED BY THE CONTRACTOR AND REPLACED WITH FDOT APPROVED CLEAN FINE SAND. DUST AND DEBRIS CONTROL: THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL WITHIN THE CONSTRUCTION LIMITS AS WELL AS ALONG HAUL ROUTES AND ROADWAYS USED BY THE EQUIPMENT AND VEHICLES. THE CONTRACTOR SHALL ENSURE EXCESSIVE DUST IS NOT TRANSPORTED BEYOND THE LIMITS OF CONSTRUCTION IN POPULATED AREAS. THE CONTRACTOR MAY CONTROL DUST FOR EMBANKMENTS OR OTHER CLEARED OR UNSURFACED AREAS BY APPLYING WATER. INSTALL MULCH, SEED, SOD, OR TEMPORARY PAVING AS EARLY AS PRACTICAL. CONTROL DUST DURING STORAGE AND HANDLING OF DUSTY MATERIALS BY WETTING, COVERING, OR OTHER MEANS AS APPROVED BY THE ENGINEER. DEBRIS SHALL NOT BE ALLOWED TO ACCUMULATE ON THE PROJECT SITE. 1 ASPHALT TO BE MILLED AND OVERLAYED 1 24 8 8 TU S K A W I L L A R O A D MICHAEL BLAKE BLVD S R 4 3 4 DOUBLE SIDED FREESTANDING SIGN DOUBLE SIDED FREESTANDING SIGN DOUBLE SIDED FREESTANDING SIGN DOUBLE SIDED FREESTANDING SIGN MASTER MONUMENT SIGN (DOUBLE SIDED FREESTANDING) MASTER MONUMENT SIGN (DOUBLE SIDED FREESTANDING) LOT 3 49,291 SQ.FT. 1.134 AC LOT 4-B 39,652 SQ.FT. 0.910 AC LOT 4-A 72,373 SQ.FT. 1.661 AC LOT 2 22,678 SQ.FT. 0.521 AC 25 ' B U I L D I N G S E T B A C K 2 5 ' B U I L D I N G S E T B A C K 10' B U I L D I N G S E T B A C K PROP ACE HARDWARE BUILDING INDOOR 9,893 SF FFE = 44.86 OUTDOOR GARDEN COVERED AREA 6,163 SF TOTAL OUTDOOR SPACE RETAIL SUITE A 1,870 SF RETAIL SUITE B 2,485 SF RETAIL SUITE C 2,180 SF 2 5 ' R LOT 1 83.196 SQ.FT. 1.910 AC FUTURE DEVELOPMENT BY OTHERS PROP 10' UTILITY EASEMENT (TO BE DEDICATED TO CITY OF WINTER SPRINGS) 15 ' C I T Y S A N EA S E M E N T 10 ' ST M EA S E M E N T D W E S NAD83 NAD83 C-301 OVERALL SITE PLAN THIS PLAN TO BE UTILIZED FOR SITE LAYOUT PURPOSES ONLY 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 01/14/2025 JURISDICTIONAL COMMENTS PD KK 01/28/2025 CITY OF WINTER SPRINGS COMMENTS LS/PD KK/KM 01/28/2025 DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H: \ 2 0 2 4 \ F L A 2 4 0 1 6 2 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ P - C I V L - S I T E - F L A 2 4 0 1 6 2 . 0 0 - 0 A - - - - - > L A Y O U T : C - 3 0 1 - O V E R A L L S I T E P L A N KK THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: FLA240162.00-0A PD KK 12/23/2024 P-CIVL-SITE PROP. SITE PLAN DOCUMENTS SUTTON CROSSINGS PROPOSED RETAIL STRIP AND DAYCARE CENTER E SR 434 & MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 CITY OF WINTER SPRINGS ISSUED FOR MUNICIPAL & AGENCY REVIEW & APPROVAL 600 N. WESTSHORE BLVD. SUITE 950 TAMPA, FLORIDA 33609 Phone:(813) 812-4100 Fax:(813) 812-4101 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S BO H L E R F e b 1 1 , 2 0 2 5 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY KYLE STEVEN MOREL, PE, ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. LEGEND EX. PROPERTY LINE PROP. PARKING COUNT PROP. SIGN PROP. CONCRETE SIDEWALK PROP. BUFFER PROP. SETBACK PROP. BUILDING ENTRANCES # PROP. HEAVY DUTY CONCRETE EX. ADJACENT PROPERTY LINE PROP. PROPERTY LINE EX. ROADWAY C/L 1"=40' 0 40102040 SITE NOTES: 1.THE PROPOSED ACTIVITIES SHALL COMPLY WITH CITY OF WINTER SPRINGS DEVELOPMENT REGULATIONS (LATEST EDITION) INCLUDING THE TREE AND LANDSCAPE CODE, STORM WATER MANAGEMENT REGULATIONS, AND FIRE CODES AT THE TIME OF PERMITTING. 2.SIDEWALKS TO BE PROVIDED AND BUILT IN ACCORDANCE WITH F.D.O.T. AND CITY OF WINTER SPRINGS LAND DEVELOPMENT REGULATIONS (LATEST EDITION). ALL PROPOSED SIDEWALKS SHALL MEET ADA REQUIREMENTS. 3.ALL DIMENSIONS ARE SHOWN AT FACE OF CURB, UNLESS OTHERWISE NOTED. B/C INDICATES DIMENSION IS TO BACK OF CURB. 4.ALL RADII DIMENSIONS ARE 3' AT THE FACE OF CURB UNLESS OTHERWISE NOTED. 5.FREE STANDING SIGNAGE SHOWN ONLY FOR REPRESENTATIONAL PURPOSES, AND SHALL BE PERMITTED SEPARATELY. 6.A RIGHT-OF-WAY PERMIT WILL BE REQUIRED FOR ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY. SPECIFIC STIPULATIONS OR CONDITIONS WILL BE IMPOSED AT THE TIME OF PERMIT APPLICATION. 7.CONSTRUCTION PLAN APPROVAL DOES NOT EXEMPT THE CONTRACTOR FROM OBTAINING THE REQUIRED BUILDING, ELECTRICAL, PLUMBING, AND MECHANICAL PERMITS. THESE INCLUDE BUT ARE NOT LIMITED TO ANY STRUCTURE, SIGN, WALL, ENCLOSURE, OR SCREENING, ETC. 8.IN THE EVENT THE PROJECT IS TERMINATED PRIOR TO CONSTRUCTION COMPLETION, THE PROJECT SHALL BE BROUGHT TO GRADE, SEEDED, AND ALL DEBRIS AND MATERIALS SHALL BE HAULED OFF-SITE AND DUMPED AT A STATE OF FLORIDA APPROVED FACILITY. 9.ANY DAMAGED SIDEWALK OR CURB WITHIN THE F.D.O.T. RIGHT-OF-WAY SHALL BE REMOVED AND REPLACED. 10.ALL DISTURBED AREAS WITHIN THE F.D.O.T. RIGHT-OF-WAY WILL BE SODDED. 11.STANDARD INDICES REFER TO THE LATEST VERSION OF F.D.O.T. "ROADWAY AND TRAFFIC DESIGN STANDARDS." 12.NO LANE CLOSURES ARE ALLOWED BETWEEN 5:00 A.M. AND 7:30 P.M. THE F.D.O.T. RESERVES THE RIGHT TO REQUIRE DIFFERENT HOURS OF LANE CLOSURE. ALL LANE CLOSURES MUST BE APPROVED BY THE DEPARTMENT AT LEAST TWO WEEKS PRIOR TO THE LANE CLOSURE IN ACCORDANCE WITH THE DISTRICT LANE CLOSURE POLICY. 13.ALL POTABLE WATER, RECLAIMED WATER, AND SANITARY SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE APPROVED CONSTRUCTION PLAN. 14.FDEP WATER AND WASTEWATER PERMITS MUST BE OBTAINED PRIOR TO BEGINNING CONSTRUCTION. 15.PROPER DOCUMENTATION FOR ALL PUBLIC UTILITY EASEMENTS SHALL BE PROVIDED TO THE PROPERTY MANAGEMENT DEPARTMENT PRIOR TO CERTIFICATE OF COMPLETION. 16.UTILITY RECORD DRAWINGS ARE REQUIRED PRIOR TO PLACING THIS WATER AND WASTEWATER FACILITIES INTO SERVICE. PLEASE SEE THE ADDITIONAL INFORMATION SECTION FOR INSTRUCTIONS. RIGHT-OF-WAY NOTES: 1.A RIGHT-OF-WAY USE PERMIT WILL BE REQUIRED FOR ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY. SPECIFIC STIPULATIONS OR CONDITIONS WILL BE IMPOSED AT THE TIME OF PERMIT APPLICATION. 2.ALL AREAS WITHIN THE COUNTY OR F.D.O.T. RIGHT-OF-WAY DISTURBED THROUGH THE COURSE OF CONSTRUCTION WILL BE RE-GRADED AND SODDED. 3.IT SHALL BE THE DEVELOPER'S RESPONSIBILITY TO PROTECT ALL COUNTY OR F.D.O.T. OWNED AND/OR MAINTAINED INFRASTRUCTURE. ANY/ALL COSTS ASSOCIATED WITH ALTERATIONS, RELOCATIONS, OR REPAIRS MADE NECESSARY BY THIS DEVELOPMENT SHALL BE BORNE BY EITHER THE OWNER, DEVELOPER, AND/OR CONTRACTOR. SPLICES IN THE FIBER OPTIC CABLE, SIGNALIZATION OR ROADWAY LIGHTING CONDUCTORS, OR THE ADDITION OF ADDITIONAL PULL/JUNCTION BOXES WILL NOT BE PERMITTED. IN THE EVENT A CABLE IS CUT, DAMAGED, OR REQUIRES RELOCATION, THE CABLE(S) SHALL BE RESTORED BACK TO THE ORIGINAL CONFIGURATION. ORIGINAL CONFIGURATION IS DEFINED AS SYSTEM STATUS, LAYOUT, AND DESIGN PRIOR TO ANY WORK COMMENCING. 4.FOR UTILITIES TO BE RELOCATED BY THE UTILITY PROVIDER, CONTRACTOR SHALL COORDINATE DEMOLITION SCHEDULE WITH UTILITY PROVIDERS. DEMOLITION OF SIDEWALKS AND DRIVEWAYS SHALL OCCUR PRIOR TO UTILITY RELOCATIONS. 5.ALL PAINT WITHIN THE STATE RIGHT-OF-WAY (R\W) SHOULD BE THERMOPLASTIC. 6.SIGNS WITHIN THE STATE RIGHT-OF-WAY (R\W) NEEDS TO BE MOUNTED TO ROUND ALUMINUM COLUMN (POST). ADA ACCESSIBILITY NOTES: 1.ALL HANDICAPPED PARKING SPACES AND ACCESS AISLES ADJACENT TO THE HANDICAP PARKING SPACES SHALL HAVE A MAXIMUM OF 2% SLOPE IN ALL DIRECTIONS (THIS INCLUDES RUNNING SLOPE AND CROSS SLOPE). 2.AN ACCESSIBLE ROUTE FROM THE PUBLIC STREET OR SIDEWALK TO ALL BUILDING ENTRANCES MUST BE PROVIDED. THIS ACCESSIBLE ROUTE SHALL BE A MINIMUM OF 60" WIDE. THE RUNNING SLOPE OF AN ACCESSIBLE ROUTE SHALL NOT EXCEED 5% AND THE CROSS SLOPE SHALL NOT EXCEED 2%. 3.SLOPES EXCEEDING 5% BUT LESS THAN 8% WILL REQUIRE A RAMP AND MUST CONFORM TO THE REQUIREMENTS FOR RAMP DESIGN (HANDRAILS, CURBS, LANDINGS). NO RAMP SHALL EXCEED AN 8% RUNNING SLOPE OR 2% CROSS SLOPE. 4.IN THE CASE THAT A NEW SIDEWALK WILL BE CONSTRUCTED IN THE ROW OF A SITE, THE RUNNING SLOPE OF THE SIDEWALK SHALL NOT EXCEED 5% AND THE CROSS SLOPE SHALL NOT EXCEED 2%. THIS STANDARD APPLIES TO CROSS WALKS IN THE DRIVEWAY AS WELL AND WILL REQUIRE SPECIAL ATTENTION DURING STAKING TO MAKE SURE THE 2% CROSS SLOPE IS MET IN THE CROSS WALK. 5.IT WILL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO ENSURE THAT THE HANDICAP PARKING SPACES, ACCESSIBLE ROUTES, AND SIDEWALKS/CROSSWALKS ARE CONSTRUCTED TO MEET ADA REQUIREMENTS. 6.ANY REQUIREMENTS LISTED ABOVE THAT CAN NOT BE MET SHALL BE BROUGHT TO THE ENGINEER’S ATTENTION IMMEDIATELY. ANYTHING NOT BUILT TO THE ABOVE STANDARDS WILL REQUIRE REMOVAL AND REPLACEMENT OF THE NON COMPLIANT AREAS AT THE GENERAL CONTRACTORS COST. FDOT NOTES: 1.ALL CONSTRUCTION IN THE FDOT ROW SHALL CONFORM TO THE LATEST EDITIONS OF THE FDOT DESIGN STANDARD PLANS (INDEXES), THE FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, AND THE FDOT UTILITY ACCOMMODATION MANUAL WINTER SPRINGS FIRE NOTES: 1.AT MINIMUM, A CLASS 5 CONTRACTOR IS REQUIRED TO INSTALL FIRE LINES. FIRE LINES SHALL BEGIN AT THE POINT IN WHICH THE PIPING IS USED EXCLUSIVELY FOR FIRE PROTECTION AND END AT A POINT 1' ABOVE THE FINISHED FLOOR. 2.THE FIRE LINE FOR SPRINKLED BUILDINGS STARTS AT THE DOUBLE DETECTOR CHECK VALVE. 3.NO OTHER WATER CONNECTION SHALL BE OFF OD THE FIRE LINE. 4.THE FIRE DEPARTMENT CONNECTION SHALL BE WITHIN 100' OF THE FIRE HYDRANT IS STANDPIPE SYSTEM IS PROVIDED. 5.THE ONLY VALVE ALLOWED IN THE FDC LINE IS A CHECK VALVE. 6.ALL FIRE LINES SHALL BE INSPECTED BY THE FIRE INSPECTION DEPARTMENT BEFORE BEING COVERED. 7.FIRE DEPARTMENT ACCESS ROADS PROVIDED AT THE START OF THE PROJECT SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION (NFPA 1, 16.1.4). 8.A SECOND ENTRANCE/EXIT MIGHT BE REQUIRED PER AHJ IF THE RESPONSE TIME FOR EMERGENCY IS EXCEEDED PER NFPA 1, SECTION 18.2.3.3 MULTIPLE ACCESS ROADS. 9.A WATER SUPPLY FOR FIRE PROTECTION, EITHER TEMPORARY OF PERMANENT, SHALL BE MADE AVAILABLE AS SOON AS COMBUSTIBLE MATERIAL ACCUMULATES. THIS APPLIES TO BOTH COMMERCIAL AND RESIDENTIAL DEVELOPMENTS (NFPA 1, 16.5.3.1) 10.WHERE UNDERGROUND WATER MAINS AND HYDRANTS ARE TO BE PROVIDED, THEY SHALL BE INSTALLED, COMPLETED, AND IN SERVICE PRIOR TO CONSTRUCTION WORK. (NFPA 1, 16.4.3.1.3) 11.FIRE FLOW TESTING SHALL BE PERFORMED IN ACCORDANCE WITH NFPA 291, RECOMMENDED PRACTICE FOR FIRE FLOW TESTING. 12.A 36'' CLEAR SPACE SHALL BE MAINTAINED AROUND THE CIRCUMFERENCE OF FIRE HYDRANTS AND A CLEAR SPACE OF NOT LESS THAN 60'' (1524 MM) SHALL BE PROVIDED IN FROM OF EACH HYDRANT CONNECTION HAVING A DIAMETER GREATER THAN 2.5'' (NFPA 1, 18.5.7) 13.HYDRANT SHALL BE MARKED WITH A BLUE REFLECTOR THAT IS PLACED 6'' IN THE ROADWAY IN ACCORDANCE WITH NFPA 1, CHAPTER 18.5.10 14.ACCESS TO GATED SUBDIVISIONS OR DEVELOPMENTS SHALL PROVIDE FIRE DEPARTMENT ACCESS THROUGH AN APPROVED SOS AND SEMINOLE COUNTY KNOX KEY SWITCH (NFPA 1, 18.2.3.4.3) FIRE TRUCK PARAMETERS 15.FIRE DEPARTMENT ACCESS ROADS SHALL HAVE AN UNOBSTRUCTED WIDTH OF NOT LESS THAN 20' IN ACCORDANCE WITH THE SPECIFICATIONS OF NFPA 1, SECTION 18.2.3.5.1.1. 16.ACCESS TO A DOOR: FIRE DEPARTMENT ACCESS ROADS SHALL EXTEND TO WITHIN 50' OF AT LEAST ONE EXTERIOR DOOR THAT CAN BE OPENED FROM THE OUTSIDE AND THAT PROVIDES ACCESS TO THE INTERIOR OF THE BUILDING PER SECTION 18.2.3.2.1. NFPA 1. 17.PLEASE PROVIDE A HYDRANT FLOW TEST IN ACCORDANCE WITH NFPA 291. THIS TEST SHALL BE WITHIN THE LAST 12 MONTHS. STORMWATER MANAGEMENT: STORMWATER RUNOFF FROM THE SITE IMPROVEMENTS PROPOSED ONSITE SHALL BE MANAGED THROUGH A COMBINATION OF PROPOSED DRY DETENTION PONDS AND UNDERGROUND STORMTECH CHAMBERS LOCATED UNDER THE PAVEMENT AREAS AS SHOWN. THE STORMWATER MANAGEMENT SYSTEM HAS BEEN DESIGNED IN PART WITH "POND 1" WITHIN TUSKAWILLA CROSSINGS SUBDIVISION. SITE SIGNAGE: PERMANENT SITE SIGNAGE SHALL BE IN ACCORDANCE WITH THE CITY OF WINTER SPRINGS LAND DEVELOPMENT CODE. LANDSCAPING: ALL LANDSCAPING SHALL COMPLY WITH THE REQUIREMENTS OF THE CITY OF WINTER SPRINGS LAND DEVELOPMENT CODE. SIDEWALK NOTE: ANY BROKEN OR NON ADA COMPLIANT SIDEWALK IN THE PUBLIC RIGHT-OF-WAY FRONTING THE PROJECT SITE SHALL BE REPLACED AS PART OF THIS PROJECT. UTILITY CONFLICT NOTE: CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION THIS SHALL INCLUDE CALLING UTILITY LOCATE, POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT WITH THE ENGINEER OF RECORD TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. DATUM NOTE: TOPOGRAPHIC ELEVATIONS ARE BASED ON SEMINOLE COUNTY BENCHMARK DESIGNATION #4733701, ELEVATION 44.45' NAVD 88 DATUM. FEMA NOTE: THE PROPERTY IS LOCATED IN OTHER AREAS ZONE X (AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN) PER MAP ENTITLED “FIRM, FLOOD INSURANCE RATE MAP, SEMINOLE COUNTY, FLORIDA AND INCORPORATED AREAS, PANEL 160 OF 330”, MAP NUMBER 12117C0160F, WITH A MAP REVISION DATE OF SEPTEMBER 28, 2007. 24 8 9 TU S K A W I L L A R O A D MICHAEL BLAKE BLVD DOUBLE SIDED FREESTANDING SIGN LOT 2 22,678 SQ.FT. 0.521 AC PROP ACE HARDWARE BUILDING INDOOR 9,893 SF FFE = 44.86 OUTDOOR GARDEN COVERED AREA 6,163 SF TOTAL OUTDOOR SPACE RETAIL SUITE A 1,870 SF RETAIL SUITE B 2,485 SF RETAIL SUITE C 2,180 SF 10'R 1 0 ' R 2 0 ' R 3 1 ' R 3 1 ' R 2 0 ' R 20'R 31'R 3.5'R 2 0 ' R 25'R 2 5 ' R 25'R 2 5 ' R 2 5 ' R 50'R 50'R 35' R PROP "DO NOT ENTER" SIGN 9' 18 ' 12'5' 22 ' 18 ' 9' 18 ' 9' 10.9' 89 . 7 ' 18' 9' 12'26' 6 7 7 7' 12' 24 ' 9' 18 '6 6 7 7 18 ' 9' 7' 7 8 9' 18 ' PROP ADA ACCESSIBLE SPACE (TYP) PROP ACCESSIBLE RAMP (TYPE CR-C) PER FDOT INDEX #304 PROP SIDEWALK INTEGRAL CURB 9' 18 '59' 10' 7' 14 . 3 ' 5 9' 18 ' 13.9' PROP "STOP" SIGN 34.5 ' PROP (6) BICYCLE PARKING SPACES PROP D-CURB PER FDOT INDEX #520-001 17'32' PROP DUMPSTER ENCLOSURE W/ CONCRETE PAD (SEE ARCH PLANS FOR DETAIL) PROP 4' WIDE FIRE LANE STRIPING (TYP) PROP F-CURB PER FDOT INDEX #520-001 24' 24 ' PROP F-CURB PER FDOT INDEX #520-001 PROP VALLEY GUTTER PER FDOT #520-001 3. 5 ' R 1 0 ' R 3'R 10'R 3' R 3'R 3'R 3' R 4'R 4'R 4.5'R 4'R 4'R 5'R 5'R 5' R 15 ' R 35' R 3'R 4 7 ' R 35 ' R 50 ' R PROP ADA PARKING SIGN PROP "EMPLOYEE ONLY PARKING" SIGN PROP "STOP" SIGN PROP VALLEY GUTTER PER FDOT #520-001 LOT 1 83.196 SQ.FT. 1.910 AC 3 ' R 5'R 12 . 3 ' PROP ADA PARKING SIGN PROP 6' CHAIN LINK FENCE 5' PROP 6" DOUBLE YELLOW LINE 10' 10' PROP 1,000 GAL ABOVE GROUND PROPANE TANK (PERMITTED BY OTHERS) 3'R 5' 2 5 ' R 50' 12 ' PROP 50' X 12' LOADING ZONE PROP 24" STOP BAR (PER FDOT INDEX 711-001) 15 ' C I T Y S A N E A S E M E N T PROP STM 8" X 24" TEE INV = 38.30 POND 1 WALLED DRY POND TOB: 44.0 BOT: 40.0 (BOTTOM TO BE SODDED) MAX STAGES MEAN ANNUAL: 41.28 10YR-24HR: 41.79 25YR-24HR: 42.39 10 ' S T M EA S E M E N T PR O P L O T L I N E PR O P L O T L I N E W E S NAD83 NAD83 C-302 SITE PLAN THIS PLAN TO BE UTILIZED FOR SITE LAYOUT PURPOSES ONLY 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 01/14/2025 JURISDICTIONAL COMMENTS PD KK 01/28/2025 CITY OF WINTER SPRINGS COMMENTS LS/PD KK/KM 01/28/2025 DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H: \ 2 0 2 4 \ F L A 2 4 0 1 6 2 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ P - C I V L - S I T E - F L A 2 4 0 1 6 2 . 0 0 - 0 A - - - - - > L A Y O U T : C - 3 0 2 - S I T E P L A N KK THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: FLA240162.00-0A PD KK 12/23/2024 P-CIVL-SITE PROP. SITE PLAN DOCUMENTS SUTTON CROSSINGS PROPOSED RETAIL STRIP AND DAYCARE CENTER E SR 434 & MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 CITY OF WINTER SPRINGS ISSUED FOR MUNICIPAL & AGENCY REVIEW & APPROVAL 600 N. WESTSHORE BLVD. SUITE 950 TAMPA, FLORIDA 33609 Phone:(813) 812-4100 Fax:(813) 812-4101 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S BO H L E R F e b 1 1 , 2 0 2 5 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY KYLE STEVEN MOREL, PE, ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. LEGEND EX. PROPERTY LINE PROP. PARKING COUNT PROP. SIGN PROP. CONCRETE SIDEWALK PROP. BUFFER PROP. SETBACK PROP. BUILDING ENTRANCES # PROP. HEAVY DUTY CONCRETE EX. ADJACENT PROPERTY LINE PROP. PROPERTY LINE EX. ROADWAY C/L 1"=20' 0 2051020 SITE DATA TABLE TAX PARCEL NUMBER(S):01-21-30-501-0000-0010 & 26-20-30-5AR-0A00-008D/H PROJECT ADDRESS:UNDEVELOPED LAND EAST OF TUSKAWILLA RD WINTER SPRINGS, FL PARCEL AREA:6.14 AC EXISTING ZONING:T-5 URBAN CENTER ZONE PROPOSED ZONING:T-5 URBAN CENTER ZONE EXISTING LAND USE:VACANT - WOODED FUTURE LAND USE:COMMERCIAL PROPOSED USE:COMMERCIAL MAX. BUILDING HEIGHT:75 FEET BUILDING SETBACKS FRONT:25' MIN, (TUSKAWILLA RD) SIDE:10' MIN. (NORTH) SIDE:10' MIN. (MICHAEL BLAKE BLVD) REAR:25' MIN. (SR 434) INTERNAL LOT:0' IMPERVIOUS CALCULATIONS MAXIMUM ALLOWABLE IMPERVIOUS AREA = 100% (6.14 AC) MCMILLIAN LOT 1 (1.91 AC) BUILDING AREA:23,517 SF = 0.54 AC PAVEMENT (IMPERVIOUS):42,125 SF = 0.96 AC CONCRETE:9,475 SF = 0.21 AC TOTAL IMPERVIOUS AREA:56,042 SF = 1.71 AC 85% ASSUMED IMPERVIOUS AREA FOR FUTURE DEVELOPMENT PARKING CALCULATIONS PARKING:72 SPACES (INCLUDING 2 ADA SPACES) 2 2 24 9 0 FIRE TRUCK - WINTER SPRINGS, FL 48.5 13.25 22.5 4.833 24.917 FIRE TRUCK - WINTER SPRINGS, FL Overall Length 48.500ft Overall Width 8.333ft Overall Body Height 10.685ft Min Body Ground Clearance 0.920ft Track Width 8.333ft Lock-to-lock time 6.00s Wall to Wall Turning Radius 48.420ft W E S NAD83 NAD83 FIRE TRUCK - WINTER SPRINGS, FL Rea r - L o a d G a r b a g e T r u c k 35 4.5 20 Rear-Load Garbage Truck Overall Length 35.000ft Overall Width 8.375ft Overall Body Height 10.546ft Min Body Ground Clearance 1.000ft Track Width 8.375ft Lock-to-lock time 6.00s Curb to Curb Turning Radius 29.300ft WB-50 - Intermediate Semi-Trailer D 42.5 19.92 Max 56° Horiz Max 10° Vert 3 33.5 4 35.5 2 15.5 3 10.4 4.2 12.5 WB-50 - Intermediate Semi-Trailer Overall Length 55.000ft Overall Width 8.500ft Overall Body Height 12.052ft Min Body Ground Clearance 1.334ft Max Track Width 8.500ft Lock-to-lock time 6.00s Curb to Curb Turning Radius 45.000ft C-303 TRUCK TURNING PLAN 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 01/14/2025 JURISDICTIONAL COMMENTS PD KK 01/28/2025 CITY OF WINTER SPRINGS COMMENTS LS/PD KK/KM 01/28/2025 DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H: \ 2 0 2 4 \ F L A 2 4 0 1 6 2 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ P - C I V L - S I T E - F L A 2 4 0 1 6 2 . 0 0 - 0 A - - - - - > L A Y O U T : C - 3 0 3 - T R U C K T U R N I N G P L A N KK THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: FLA240162.00-0A PD KK 12/23/2024 P-CIVL-SITE PROP. SITE PLAN DOCUMENTS SUTTON CROSSINGS PROPOSED RETAIL STRIP AND DAYCARE CENTER E SR 434 & MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 CITY OF WINTER SPRINGS ISSUED FOR MUNICIPAL & AGENCY REVIEW & APPROVAL 600 N. WESTSHORE BLVD. SUITE 950 TAMPA, FLORIDA 33609 Phone:(813) 812-4100 Fax:(813) 812-4101 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S BO H L E R F e b 1 1 , 2 0 2 5 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY KYLE STEVEN MOREL, PE, ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. 1"=50' 0 5012.52550 UTILITY CONFLICT NOTE: CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION THIS SHALL INCLUDE CALLING UTILITY LOCATE, POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT WITH THE ENGINEER OF RECORD TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 24 9 1 TU S K A W I L L A R O A D MICHAEL BLAKE BLVD S R 4 3 4 S S S S S S SS S S S S S S S S S S S S S S S S S S S S S S S S S S S W W W W W W W WV W W W W W W W W W W W W WWWW WV WV WV WV WV WV WV WV ME T E R ME T E R ME T E R ME T E R WW W WV WV WV FUT CATCH BASIN D-08 FUT CATCH BASIN D-11 FUT CATCH BASIN D-03 D-07 D-06 D-05 D-04 D-02 D-01 CS-A D-12 POND 2 WALLED DRY POND TOB: 44.0 BOT: 40.0 (BOTTOM TO BE SODDED) MAX STAGES MEAN ANNUAL: 41.28 10YR-24HR: 41.78 25YR-24HR: 42.36 POND 1 WALLED DRY POND TOB: 44.0 BOT: 40.0 (BOTTOM TO BE SODDED) MAX STAGES MEAN ANNUAL: 41.28 10YR-24HR: 41.79 25YR-24HR: 42.39 D-10 D-14 D-15 D-13 PROP 24" OUTLET @ INV: 40.00 SS WV WV FDC F F F F F D-16 T E ME T E R S S S W W W W W W W W W G G SSSSSSS F F F F F F F F F WV WVWV FD C WV METER S S PROP ACE HARDWARE BUILDING INDOOR 9,893 SF FFE = 44.86 OUTDOOR GARDEN COVERED AREA 6,163 SF TOTAL OUTDOOR SPACE RETAIL SUITE A 1,870 SF RETAIL SUITE B 2,485 SF RETAIL SUITE C 2,180 SF 2 5 ' R 12 ' FUTURE DEVELOPMENT BY OTHERS 50 ' 50 ' 13.8' REFER TO UNDERGROUND CHAMBER CONSTRUCTION NOTES ON THIS SHEET FUTURE PAD TO BE SET TO EL. 44.5' 44 44 44 44 43 42 41 40 4 3 4 3 4 3 4 2 43 44 44 44 44 45 44 44 C-401 OVERALL PAVING GRADING AND DRAINAGE PLAN THIS PLAN TO BE UTILIZED FOR GRADING, DRAINAGE AND UTILITIES PURPOSES ONLY 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 01/14/2025 JURISDICTIONAL COMMENTS PD KK 01/28/2025 CITY OF WINTER SPRINGS COMMENTS LS/PD KK/KM 01/28/2025 DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H: \ 2 0 2 4 \ F L A 2 4 0 1 6 2 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ P - C I V L - G R D R - F L A 2 4 0 1 6 2 . 0 0 - 0 A - - - - - > L A Y O U T : C - 4 0 1 - O V E R A L L P A V I N G G R A D I N G & D R A I N A G E KK THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: FLA240162.00-0A PD KK 12/23/2024 P-CIVL-GRDR PROP. SITE PLAN DOCUMENTS SUTTON CROSSINGS PROPOSED RETAIL STRIP AND DAYCARE CENTER E SR 434 & MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 CITY OF WINTER SPRINGS ISSUED FOR MUNICIPAL & AGENCY REVIEW & APPROVAL 600 N. WESTSHORE BLVD. SUITE 950 TAMPA, FLORIDA 33609 Phone:(813) 812-4100 Fax:(813) 812-4101 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S BO H L E R F e b 1 1 , 2 0 2 5 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY KYLE STEVEN MOREL, PE, ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. W E S NA D 8 3 NA D 8 3 1"=40' 0 40102040 DATUM NOTE: TOPOGRAPHIC ELEVATIONS ARE BASED ON SEMINOLE COUNTY BENCHMARK DESIGNATION #4733701, ELEVATION 44.45' NAVD 88 DATUM. FEMA NOTE: THE PROPERTY IS LOCATED IN OTHER AREAS ZONE X (AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN) PER MAP ENTITLED “FIRM, FLOOD INSURANCE RATE MAP, SEMINOLE COUNTY, FLORIDA AND INCORPORATED AREAS, PANEL 160 OF 330”, MAP NUMBER 12117C0160F, WITH A MAP REVISION DATE OF SEPTEMBER 28, 2007. DEWATERING NOTE: CONTRACTOR SHALL SUBMIT DEWATERING PLAN TO THE DISTRICT, 14 DAYS PRIOR TO COMMENCEMENT, SUBJECT PLANS SHALL BE REVISED AS NECESSARY. STORM DRAINAGE NOTES: A.GENERAL: 1.DISTANCES AND LENGTHS OF PIPE SHOWN ON PLANS ARE REFERENCED TO THE CENTER OF STRUCTURES. B.MATERIALS: 1.REINFORCED CONCRETE PIPE (RCP) SHALL MEET THE REQUIREMENTS OF ASTM C-76, CLASS III, WALL THICKNESS "B", LATEST REVISION. RUBBER GASKETS OR OTHER MANUFACTURER SUPPLIED JOINT SEALER SHALL BE USED. 2.ALL PVC DRAINAGE PIPE AND FITTINGS SHALL BE NON-PRESSURE POLYVINYL CHLORIDE (PVC) PIPE CONFORMING TO ASTM D 3034, SDR 35, WITH PUSH-ON RUBBER GASKET JOINTS. 3.ALL HIGH DENSITY POLYETHYLENE PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF AASHTO M - 294 LATEST REVISIONS. ALL PIPING TO BE NON-PERFORATED TUBING. C.INSTALLATION: 1.PIPE SHALL BE PLACED ON A MINIMUM OF 8" STABLE GRANULAR MATERIAL FREE OF ROCK FORMATION AND OTHER FOREIGN FORMATIONS, AND CONSTRUCTED TO A UNIFORM GRADE AND LINE. 2.BACKFILL MATERIAL SHALL BE WELL GRADED GRANULAR MATERIAL, WELL TAMPED IN LAYERS NOT TO EXCEED 6" TO A HEIGHT OF 12" ABOVE PIPE AS SHOWN ON THE PLANS. 3.PROVIDE A MINIMUM PROTECTIVE COVER OF 18" OVER STORM SEWER AND AVOID UNNECESSARY CROSSING BY HEAVY CONSTRUCTION VEHICLES DURING CONSTRUCTION. D. CONNECTIONS TO EXISTING STORM STRUCTURES: 1.THE HOLE INTO THE EXISTING STRUCTURE SHALL BE SAW CUT OR CORE DRILLED. 2.USE NON-SHRINKING GROUT TO FILL ALL GAPS AROUND THE JOINT. 3.AFTER PIPE IS CONNECTED WITH THE INLET, THE END OF THE PIPE MUST BE CUT FLUSH WITH THE INSIDE SURFACE OF THE INLET. 4.REFER TO F.D.O.T. STANDARD PLAN INDEX 425-001 FOR FILTER FABRIC WRAP ON GROUTED PIPE TO STRUCTURE JOINT DETAIL. PAVING AND GRADING NOTES: A.GENERAL: 1.ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE SURVEYOR'S BENCHMARKS AND MUST BE VERIFIED BY THE GENERAL CONTRACTOR PRIOR TO GROUNDBREAK. 2.ALL GRADES SHOWN REFERENCE PROPOSED ELEVATIONS AT EDGE OF PAVEMENT, UNLESS OTHERWISE NOTED. "TC" = TOP OF CURB ELEVATION; "G" = FINISHED GRADE; "MEG" = PROPOSED GRADE TO MATCH EXISTING GRADE; T/W = TOP OF RETAINING WALL ELEVATION; B/W = BOTTOM OF RETAINING WALL ELEVATION. 3.THE ALTA/ACSM LAND TITLE SURVEY SHALL BE CONSIDERED A PART OF THESE PLANS. 4.THE GEOTECHNICAL REPORT AND RECOMMENDATIONS SET FORTH THEREIN ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND IN CASE OF CONFLICT SHALL TAKE PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING OF ANY SUCH DISCREPANCY BETWEEN GEOTECHNICAL REPORT AND PLANS, ETC. 5.ALL UNDERGROUND UTILITIES SHALL BE COMPLETED PRIOR TO CONSTRUCTION OF LIMEROCK BASE. 6.ALL EXISTING PAVEMENT, CUT OR DAMAGED BY CONSTRUCTION, SHALL BE PROPERLY RESTORED AT THE CONTRACTOR'S EXPENSE. 7.WHERE ANY PROPOSED PAVEMENT IS TO BE CONNECTED TO EXISTING PAVEMENT, THE EXISTING EDGE OF PAVEMENT SHALL BE SAWCUT TO ENSURE A PROPER JOINT. 8.PRIOR TO CONSTRUCTION OR INSTALLATION, SHOP DRAWINGS SHALL BE SUBMITTED TO AND APPROVED BY THE ENGINEER OF RECORD. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL OTHER AGENCY APPROVALS IF REQUIRED. B.MATERIALS: 1.BASE COURSE SHALL BE ABC-3 PER F.D.O.T. SPECIFICATIONS OR EQUIVALENT LIMEROCK THICKNESS W/ MINIMUM LBR-100 (MAX. 6" LIFTS). 2.ASPHALT SURFACES SHALL BE TYPE S-III ASPHALTIC CONCRETE, UNLESS OTHERWISE SPECIFIED ON THE PLANS, SHALL BE A MINIMUM OF 1-1/2" THICK, AND SHALL BE CONSTRUCTED IN TWO 3/4" LIFTS, WITH TACKCOAT BETWEEN LIFTS. 3.REINFORCED CONCRETE SLABS SHALL BE CONSTRUCTED OF CLASS I CONCRETE WITH A MINIMUM STRENGTH OF 3,000 PSI AND SHALL BE REINFORCED WITH A 6" x 6" NO. 6 GAUGE WIRE MESH. C.INSTALLATION: 1.SUBGRADE FOR ROADWAY SHALL BE COMPACTED TO A MINIMUM OF 98% OF THE MAXIMUM DENSITY (AASHTO T-180), SHALL BE A MINIMUM 12", AND SHALL HAVE A MINIMUM LBR 40. 2.BASE COURSE MATERIAL FOR PAVED AREAS SHALL BE A MINIMUM THICKNESS OF 6" PLACED IN ONE LIFT. ADDITIONALLY, BASE COURSE MATERIAL SHALL HAVE A MINIMUM MARSHALL STABILITY OF 1000, UNLESS OTHERWISE INDICATED (OR LBR-100). 3.BASE COURSE SHALL BE COMPACTED TO 98% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 4.INSTALLATION OF THE WEARING SURFACE SHALL CONFORM TO THE REQUIREMENTS OF THE D.O.T. STANDARD SPECIFICATIONS FOR TYPE S-III ASPHALTIC CONCRETE OR THE LATEST REVISION. D.TESTING 1.THE FINISHED SURFACE OF THE BASE COURSE AND THAT OF THE WEARING SURFACE SHALL NOT VARY MORE THAN 1/4" FROM THE TEMPLATE. ANY IRREGULARITIES EXCEEDING THIS LIMIT SHALL BE CORRECTED. 2.DENSITY TESTS SHALL BE TAKEN BY AN INDEPENDENT TESTING LABORATORY CERTIFIED BY THE STATE OF FLORIDA, WHERE DIRECTED BY THE ENGINEER. 3.ALL TESTING COSTS (PAVING) SHALL BE PAID FOR BY THE CONTRACTOR. 4.DENSITY TESTS ON THE STABILIZED SUBGRADE SHALL BE SUPPLIED TO AND APPROVED BY THE ENGINEER OF RECORD AND GEOTECHNICAL ENGINEER BEFORE ANY BASE IS CONSTRUCTED. 5.DENSITY TESTS AND "AS-BUILTS" ON THE FINISHED BASE SHALL BE SUPPLIED TO AND APPROVED BY THE GEOTECHNICAL ENGINEER BEFORE ANY ASPHALT PAVEMENT IS CONSTRUCTED. GENERAL NOTES: 1.CONTRACTOR WILL BE RESPONSIBLE FOR VERIFYING THE LOCATION AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. 2.CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO CASTING STRUCTURES. 3.COORDINATE ALL UTILITY LEADS AND BUILDING CONNECTIONS WITH THE ARCHITECTURAL PLANS. 4.STANDARD INDEXES REFER TO THE LATEST EDITION OF F.D.O.T. "ROADWAY AND TRAFFIC DESIGN STANDARDS." 5.ALL DISTURBED AREAS WITHIN RIGHT-OF-WAY WILL NEED TO BE SODDED. LEGEND PROP. ASPHALT PAVING PROPERTY LINE PROP. SPOT ELEVATION G 39.96 EX. STORM SEWER PROP. STORM SEWER PROP. GRATE INLET PROP. STORM MANHOLE RIDGE LINE PROP. BORE LOCATIONS B-# PROP. STORM CLEANOUT C/O PROP. CONCRETE SIDEWALK PROP. STANDARD DUTY CONCRETE PROP. HEAVY DUTY CONCRETE PROP. PERVIOUS PAVEMENT GRADING NOTES: 1.STRUCTURAL FILL REQUIRED TO ATTAIN FINAL GRADES SHALL BE COMPRISED OF CLEAN SAND WITH NO MORE THAN 10 PERCENT PASSING THE U.S. NO. 200 SIEVE. THE FILL SHALL BE PLACED IN MAXIMUM 12-INCH THICK LIFTS AND COMPACTED TO A MINIMUM DENSITY EQUIVALENT TO 95 PERCENT OF THE SOILS MAX. MODIFIED PROCTOR DENSITY VALUE (ASTM D-1557) HAS BEEN ACHIEVED. 2.CONTRACTOR SHALL FOLLOW THE GUIDANCE AND RECOMMENDATIONS AS SPECIFIED IN THE SUBSOIL AND GROUNDWATER LEVEL INVESTIGATION GEOTECHNICAL ENGINEERING REPORT PREPARED BY YOVAISH ENGINEERING SERVICES DATED OCTOBER 12, 2023. A A B B DD E E C C F F DRAINAGE NOTES: 1.ALL STORM PIPE MATERIAL SHALL BE IN ACCORDANCE WITH THE CITY OF WINTER SPRINGS STANDARDS AND SPECIFICATIONS. 2.FINAL RIM OR TOP OF CATCH BASIN ELEVATIONS FOR FUTURE CATCH BASINS SHOULD NOT BE FINALIZED UNTIL PAVEMENT AREAS OF FUTURE DEVELOPMENTS ARE DESIGNED. 3.ALL POND AREAS SHALL BE VEGETATED. 4.ANY BARE SOIL AREAS NOT COVERED BY IMPERVIOUS SURFACES SHALL BE STABILIZED (HYDROSEEDING OR EQUIVALENT). 5.ALL INLETS FROM STORMTECH CHAMBER SYSTEM SHALL BE INSTALLED WITH SEDIMENT SUMP. ENGINEER'S CERTIFICATION NOTE: “I, KYLE MOREL, P.E. HEREBY CERTIFY THAT TO THE BEST OF MY KNOWLEDGE ALL EXISTING UTILITIES HAVE BEEN FIELD LOCATED AND THE LOCATION AND ELEVATION DEPICTED ON THESE PLANS IS BASED ON ACTUAL SURVEY, GROUND PENETRATING RADAR, SOFT DIG EXCAVATIONS, AND OTHER INDUSTRY METHODS. I FURTHER CERTIFY THAT ALL MEASURES HAVE BEEN TAKEN WITH REGARD TO UTILITY PROVIDERS' NOTIFICATION TO MARK UTILITIES IN ACCORDANCE WITH CHAPTER 556 F.S., SUNSHINE STATE ONE CALL.” UNDERGROUND CHAMBER CONSTRUCTION NOTES: 1.EXCAVATE BELOW UNDERGROUND CHAMBER BOTTOM PASSED FIRST LAYER OF CLAY LAYER AND REPLACE WITH CLEAN FILL, MINIMUM PERMEABILITY OF 20 FT / DAY HORZ & 10 FT / DAY VERT. 2.PRIOR TO CERTIFICATION, CONTRACTOR TO PROVIDE SUPPORTING GEOTECHNICAL DATA (DRI TEST OR SIMILAR) TO CONFIRM PERMEABILITY RATES. SHOULD TESTING NOT MEET THESE REQUIREMENTS, REMEDIATION EFFORTS WILL BE REQUIRED. PLEASE CONTACT EOR IMMEDIATELY. 3.CONTRACTOR TO MAINTAIN BEST MANAGEMENT SWPPP PRACTICES DURING CONSTRUCTION AND SHALL ENSURE NO CLAYS OR OTHER UNSUITABLE MATERIAL IS MIXED WITHIN THE VICINITY OF THE PROPOSED STORMWATER POND. 1 LOT AREA (AC)PROPOSED IMPERVIOUS AREA (AC) TOTAL ALLOWABLE IMPERVIOUS (AC) TOTAL REMIAINING IMPERVIOUS (AC)% LOT 1 1.91 1.57 1.57 0.00 82% LOT 2 0.52 0.17 0.17 0.00 33% LOT 3 1.13 0.00 0.96 0.96 85% LOT 4-A 1.66 0.00 1.41 1.41 85% LOT 4-B 0.91 0.00 0.77 0.77 85% TOTAL 6.13 1.74 4.88 3.14 2 ASPHALT TO BE MILLED AND OVERLAYED 24 9 2 TU S K A W I L L A R O A D MICHAEL BLAKE BLVD PROP 11 LF - 12'' HDPE INVERT @ CHAMBER ELEV 40.40, MINIMUM OF 1' SEPARATION BETWEEN STORM PIPE AND WATER LINE, SEE C-902 FOR DETAIL PROP 41 LF - 24" HDPE @ 1.27% PR O P 43 L F - 8 " H D P E @ 0 . 5 % PROP DUMPSTER DRAIN 1' DIAMETER H-20 RIM = 42.73' INV = 38.51' PR O P 10 6 L F - 2 4 " H D P E @ 0 . 8 % PROP 28 LF - 30" HDPE @ 0.5% PR O P 37 L F - 2 4 " HDP E @ 0 . 3 5 % PR O P 74 L F - 1 8 " H D P E @ 0 . 3 % PROP 16 LF - 18" HDPE @ 0.3% PR O P 9 4 L F - 1 8 " R C P @ 0 . 3 5 % PR O P 87 L F - 2 4 " H D P E @ 0 . 3 % PROP 54 LF - 24" HDPE @ 0.3% PR O P 12 3 L F - 2 4 " H D P E @ 0 . 3 % S SS S S S S S SSS S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S W W W W W W W W W W W W W W F WV W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WV WV WV WV WV WV WV WV ME T E R ME T E R ME T E R ME T E R W W W W W W W W W WV WV WV FUT CATCH BASIN FUTURE DEVELOPMENT TO CONNECT TO PROPOSED STORMWATER SYSTEM. D-08 FUT CATCH BASIN D-11 FUT CATCH BASIN FUTURE DEVELOPMENT TO CONNECT TO PROPOSED STORMWATER SYSTEM. D-03 D-07 D-06 D-05 D-04 D-02 D-01 CS-A PROP SC-310 STORM CHAMBER (SEE DETAILS, SHEET C-902) PROP ROOF DOWNSPOUTS CONNECTION POINT (COORD W/ ARCHITECT'S PLANS) PROP STM 8" X 24" TEE INV = 38.30 EX CAPACITY OF OFF-SITE PIPE SYSTEM DETERMINED BY OTHERS D-12 PROP PROP CONNECTION TO EX. MH @ INV: 37.67 (GC TO VERIFY SIZE & LOCATION PRIOR TO MAKING CONNECTION) POND 1 WALLED DRY POND TOB: 44.0 BOT: 40.0 (BOTTOM TO BE SODDED) MAX STAGES MEAN ANNUAL: 41.28 10YR-24HR: 41.79 25YR-24HR: 42.39 PROP 7316 SF UNDERGROUND STM MODEL: SC-310 TOS: 42.23 BOS: 39.90 PROP 15090 SF UNDERGROUND STM MODEL: SC-310 TOS: 42.23 BOS: 39.90 D-10 PROP 292 LF - 24" HDPE @ 0.3% D-14 D-15 D-13 PROP 8 LF - 24'' HDPE INVERT @ ELEV 40.00 10 ' S T M EA S E M E N T SSS F WV WV FDC F F F F F F F F F F F W M E T E R W W W W W W W W W W W W SSSSSSSSSS F F F F F F F F F F F W WV WVWV FD C WV METER PROP PROPERTY LINE LOT 4-B 39,652 SQ.FT. 0.910 AC LOT 2 22,678 SQ.FT. 0.521 AC PROP ACE HARDWARE BUILDING INDOOR 9,893 SF FFE = 44.86 OUTDOOR GARDEN COVERED AREA 6,163 SF TOTAL OUTDOOR SPACE RETAIL SUITE A 1,870 SF RETAIL SUITE B 2,485 SF RETAIL SUITE C 2,180 SF LOT 1 83.196 SQ.FT. 1.910 AC PROP 107 LF OF MILL & OVERLAY, MILL AND OVERLAY LIMITS TO EXTEND TO EDGE OF TRAVEL LANE PROP 7' X 5' FULL DEPTH ASPHALT REPLACEMENT FUTURE DEVELOPMENT BY OTHERS 50 ' 50 ' REFER TO UNDERGROUND CHAMBER CONSTRUCTION NOTES ON THIS SHEET 41.41 42.09 42.21 41.63 41.15 G 42.80 44.20 42.52 43.76 43.88FFE 44.86 FFE 44.86 FFE 44.86 FFE 44.86FFE 44.86 42.65 42.80 G 42.55 TC 43.45 BC 42.95 G 42.90 44.72 G 43.17 G 43.20 TC 43.88 BC 43.38 TC 43.04 BC 42.54 G 43.52 TC 44.05 BC 43.55 TC 43.75 BC 43.25 43.53 TC 44.37 BC 43.87 TC 44.37 BC 43.87 TC 44.58 BC 44.08 TC 44.30 BC 43.80 TC 44.85 BC 44.35 43.48 TC 44.58 BC 44.08 TC 44.66 BC 44.16 TC 44.01 BC 43.51 TC 44.22 BC 43.72 FFE 44.86 FFE 44.86 FFE 44.86 FFE 44.86 FFE 44.86 TC 44.90 BC 44.40 TC 44.45 BC 43.95 TC 44.30 BC 43.80 43.76 TC 44.30 BC 43.80 42.82 42.95 TC 44.22 BC 43.72 TC 44.01 BC 43.51 TC 43.95 BC 43.45 44.0342.95 43.10 42.40 43.10 44.73 43.05 44.72 44.75 44.71 44.10 G 43.12 TC 43.73 BC 43.23 TC 44.46 BC 43.96 TC 44.09 BC 43.59 43.61 TC 44.44 BC 43.94 TC 44.24 BC 43.74 TC 44.51 BC 44.01 G 43.50 TC 43.82 BC 43.32 TC 44.22 BC 43.72 TC 44.01 BC 43.51 43.90 44.70 43.47 TC 44.56 BC 44.06 43.56 G 43.27 TC 44.50 BC 44.00 TC 44.87 BC 44.37 TC 44.52 BC 44.02 43.70 TC 43.95 BC 43.45 G 43.63 TC 43.82 BC 43.32 TC 43.75 BC 43.25 TC 43.32 BC 42.82 FFE 44.86 44.76 43.13 43.29 TC 44.48 BC 43.98 G 43.63 G 45.00 G 45.06 G 45.16 G 43.91 G 44.21 TC 44.62 BC 44.12 TC 44.65 BC 44.15 G 44.00 TC 44.98 BC 44.48 TC 44.95 BC 44.45 TC 44.52 BC 44.02 G 43.78TC 44.52 BC 44.02 TC 44.22 BC 43.72 TC 44.43 BC 43.93 TC 45.46 BC 44.96TC 45.54 BC 45.04 G 45.00 TC 45.81 BC 45.31 TC 45.88 BC 45.38 43.66 MATCH EX.43.00 MATCH EX. TC 44.86 BC 44.36 TC 44.74 BC 44.24 TC 44.74 BC 44.24 TC 44.86 BC 44.36 44.10 43.30 MATCH EX. 44.25 TC 44.86 BC 44.36 TC 44.86 BC 44.36 44.37 43.54 44.66 TC 44.98 BC 44.48 TC 44.98 BC 44.48 TC 44.71 BC 43.65 TC 44.15 BC 43.65 43.64 43.74 43.84 G 42.50 TC 43.10 BC 42.60 G 42.40 MEG 42.31± MEG 41.42± 43.15 43.25 REFER TO UNDERGROUND CHAMBER CONSTRUCTION NOTES ON THIS SHEET TW 44.00 BW 40.00 TW 44.00 BW 40.00 TW 44.00 BW 40.00 TW 44.00 BW 40.00 TW 44.00 BW 40.00 TW 44.00 BW 40.00 TW 44.00 BW 40.00 TW 44.00 BW 40.00 43.02 TC 43.45 BC 42.95 43.20 FFE 44.86 44.20 44.71 44.21 TC 44.63 BC 43.13 TC 44.63 BC 43.13 TC 44.63 BC 43.13 TC 44.63 BC 43.13 TC 44.63 BC 43.13 TC 44.63 BC 43.13 TC 43.45 BC 42.95 42.70 42.90 43.16 43.21 42.80 42.85 42.75 42.65 42.65 42.80 44.20 C-402 PAVING GRADING AND DRAINAGE PLAN 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 01/14/2025 JURISDICTIONAL COMMENTS PD KK 01/28/2025 CITY OF WINTER SPRINGS COMMENTS LS/PD KK/KM 01/28/2025 DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H: \ 2 0 2 4 \ F L A 2 4 0 1 6 2 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ P - C I V L - G R D R - F L A 2 4 0 1 6 2 . 0 0 - 0 A - - - - - > L A Y O U T : C - 4 0 2 - P A V I N G G R A D I N G & D R A I N A G E KK THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: FLA240162.00-0A PD KK 12/23/2024 P-CIVL-GRDR PROP. SITE PLAN DOCUMENTS SUTTON CROSSINGS PROPOSED RETAIL STRIP AND DAYCARE CENTER E SR 434 & MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 CITY OF WINTER SPRINGS ISSUED FOR MUNICIPAL & AGENCY REVIEW & APPROVAL 600 N. WESTSHORE BLVD. SUITE 950 TAMPA, FLORIDA 33609 Phone:(813) 812-4100 Fax:(813) 812-4101 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S BO H L E R F e b 1 1 , 2 0 2 5 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY KYLE STEVEN MOREL, PE, ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. W E S NA D 8 3 NA D 8 3 1"=20' 0 2051020 THIS PLAN TO BE UTILIZED FOR GRADING, DRAINAGE AND UTILITIES PURPOSES ONLY LEGEND PROP. ASPHALT PAVING PROPERTY LINE PROP. SPOT ELEVATION G 39.96 EX. STORM SEWER PROP. STORM SEWER PROP. GRATE INLET PROP. STORM MANHOLE RIDGE LINE PROP. BORE LOCATIONS B-# PROP. STORM CLEANOUT C/O PROP. CONCRETE SIDEWALK PROP. STANDARD DUTY CONCRETE PROP. HEAVY DUTY CONCRETE PROP. PERVIOUS PAVEMENT DOWNSPOUT NOTE: CONNECT ALL ROOF DOWNSPOUTS TO 6-INCH HDPE LATERALS. LATERALS SHALL BE CONNECTED TO 12-INCH HDPE TRUNK LINES EXTENDING TO STRUCTURES WITH MIN. 0.5% SLOPE. STORM STRUCTURE TABLE STRUCTURE NAME:DETAILS: CS-A STORM MANHOLE CONTROL STRUCTURE PER FDOT INDEX #425-001 RIM = 43.50 WEIR ELEV. = 41.20 W INV IN=38.00 (30" HDPE) SE INV OUT = 38.00 (18" RCP) D-01 STORM MANHOLE PER FDOT INDEX #425-001 RIM = 43.00 N INV IN = 38.27 (24" HDPE) W INV IN = 38.27 (24" HDPE) D-02 TYPE "D" INLET PER FDOT INDEX #425-052 RIM = 42.55 E INV IN = 38.14 (30" HDPE) S INV OUT = 38.14 (24" HDPE) N INV OUT = 38.14 (24" HDPE) D-03 TYPE "D" INLET RIM = 43.12 E INV OUT = 39.50 (24" HDPE) D-04 TYPE "D" INLET W/ 1.5' SUMP RIM = 43.47 W INV IN = 40.40 (12" HDPE) E INV OUT = 40.40 (12" HDPE) D-05 TYPE "D" INLET W/ 1.5' SUMP RIM = 43.53 E INV OUT = 40.04 (12" HDPE) D-06 TYPE "D" INLET W/ 1.5' SUMP RIM = 43.56 E INV OUT = 40.33 (12" HDPE) D-07 TYPE "D" INLET W/ 1.5' SUMP RIM = 43.27 W INV IN = 38.89 (12" HDPE) D-08 TYPE "D" INLET PER FDOT INDEX #425-052 RIM = 43.85 E INV IN = 39.41 (24" HDPE) N INV OUT = 39.41 (24" HDPE) D-10 TYPE "D" INLET RIM = 43.06 S INV IN = 39.66 (24" HDPE) NE INV IN = 39.66 (24" HDPE) D-11 TYPE "D" INLET PER FDOT INDEX #425-052 RIM = 43.40 S INV IN = 39.24 (24" HDPE) W INV OUT = 39.24 (24" HDPE) D-12 TYPE "D" INLET RIM = 43.17 S INV IN = 38.98 (24" HDPE) W INV IN = 38.98 (24" HDPE) N INV OUT = 38.98 (24" HDPE) D-13 TYPE "D" INLET RIM = 44.10 N INV IN = 39.16 (18" HDPE) E INV OUT = 39.16 (24" HDPE) D-14 TYPE "D" INLET RIM = 43.54 E INV OUT = 39.58 (18" HDPE) D-15 STORM DRAIN RIM = 44.66 W INV OUT = 39.53 (18" HDPE) S INV OUT = 39.53 (18" HDPE) D-16 TYPE "C" BUBBLE STRUCTURE RIM: 40.00 30'' INV: 35.25 (W/ WEEP HOLE PER FDOT INDEX #425-001) LOT AREA (AC)PROPOSED IMPERVIOUS AREA (AC) TOTAL ALLOWABLE IMPERVIOUS (AC) TOTAL REMIAINING IMPERVIOUS (AC)% LOT 1 1.91 1.57 1.57 0.00 82% LOT 2 0.52 0.17 0.17 0.00 33% LOT 3 1.13 0.00 0.96 0.96 85% LOT 4-A 1.66 0.00 1.41 1.41 85% LOT 4-B 0.91 0.00 0.77 0.77 85% TOTAL 6.13 1.74 4.88 3.14 2 1 2 ASPHALT TO BE MILLED AND OVERLAYED 24 9 3 C-403 CROSS SECTIONS 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 01/14/2025 JURISDICTIONAL COMMENTS PD KK 01/28/2025 CITY OF WINTER SPRINGS COMMENTS LS/PD KK/KM 01/28/2025 DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H: \ 2 0 2 4 \ F L A 2 4 0 1 6 2 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ P - C I V L - G R D R - F L A 2 4 0 1 6 2 . 0 0 - 0 A - - - - - > L A Y O U T : C - 4 0 3 - C R O S S S E C T I O N S KK THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: FLA240162.00-0A PD KK 12/23/2024 P-CIVL-GRDR PROP. SITE PLAN DOCUMENTS SUTTON CROSSINGS PROPOSED RETAIL STRIP AND DAYCARE CENTER E SR 434 & MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 CITY OF WINTER SPRINGS ISSUED FOR MUNICIPAL & AGENCY REVIEW & APPROVAL 600 N. WESTSHORE BLVD. SUITE 950 TAMPA, FLORIDA 33609 Phone:(813) 812-4100 Fax:(813) 812-4101 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S BO H L E R F e b 1 1 , 2 0 2 5 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY KYLE STEVEN MOREL, PE, ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. EXISTING 6' TUSKAWILLA ENTRANCE SECTION F-F N.T.S. 1% TIE-INTO EXISTING PAVEMENT MATCH EXISTING GRADE EL 45.00± 2% 5' 0.58% EL 45.06± EL 45.16± PROPERTY LINE EXISTING 13.68' MICHAEL BLAKE ENTRANCE SECTION A-A N.T.S. 5% TIE-INTO EXISTING PAVEMENT MATCH EXISTING GRADE EL 44.41± 2% 6' 0.8% EL 42.09± EL 42.21± PROPERTY LINE 14.5' EXISTING MICHAEL BLAKE PARKING SECTION B-B N.T.S. TIE-INTO EXISTING PAVEMENT MATCH EXISTING GRADE EL VARIES SEE GRADING SHEET EL VARIES EL VARIES PROPERTY LINE 2% MAX. PROPOSED ASPHALT PAVEMENT PROPOSED ASPHALT PAVEMENT 13.9' PLANTER AREA 6' SIDEWALK PROPOSED BUILDING TYPICAL DRIVE AISLE PAVEMENT SECTION N.T.S. VARIES PROPOSED PAVEMENT 11' C/ L 11' DR I V E A I S L E PROPOSED TYPE "D" CURB 18' PARKING STALLS PROPOSED PAVEMENT BUILDING SIDEWALK VARIES DRIVE AISLE SECTION C-C N.T.S. 18' PARKING STALLS PROPOSED PAVEMENT 12-INCHES OF STABILIZED SUBGRADE, MINIMUM LBR EQUAL TO 40, AND COMPACTED TO A MINIMUM DENSITY EQUIVALENT TO 98 PERCENT OF THE SOIL'S MODIFIED PROCTOR DENSITY VALUE AS DETERMINED BY AASHTO T-180 TEST METHOD. 6-INCHES OF CRUSHED CONCRETE OR LIMEROCK FROM A FDOT APPROVED MATERIAL PROVIDER, MEETING THE MINIMUM LBR AND GRADATION REQUIREMENTS OF SECTION 911, AND COMPACTED TO A DENSITY OF NOT LESS THAN 98 PERCENT OF THE MATERIAL'S MODIFIED PROCTOR DENSITY VALUE AS DETERMINED BY AASHTO T-180 TEST METHOD. IT SHOULD BE NOTED THAT LIMEROCK BASE SHOULD NOT BE UTILIZED BELOW PAVEMENT AREAS, WHERE BELOW GRADE INFILTRATION GALLERIES ARE PLANNED. 1-1/2 INCHES OF FLORIDA DOT ASPHALTIC CONCRETE MIX OF TYPE SP-9.5 PLACED AND COMPACTED IN ACCORDANCE WITH FLORIDA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. 12' C/ L 12' 1-2%1-2%OF D R I V E A I S L E 2% MAX. 2% MAX. 2% MAX. 2-2.5%2% * *** *CROSS-SLOPES OF PARKING STALLS & DRIVE AISLE SHALL BE AS NOTED ON SECTION DETAIL, UNLESS OTHERWISE NOTED FROM SPOT ELEVATIONS ON SHEET C5.1. CONCRETE SIDE WALK EX. TYPE "F" CURB VEGETATED SIDE SLOPES 4H:1V MAX. DRY POND BOTTOM=40.0' TOP OF WALL 44.0 POND "2" MAX STAGES MEAN ANNUAL=41.17' 10YR-24HR=41.71' 25YR-24HR=42.27' VARIES 5'5' SEASONAL HIGH GROUNDWATER 38.07' TOP OF WALL 44.0 1' WALL 1' WALL BOTTOM OF WALL 40.0 BOTTOM OF WALL 40.0 DRY POND BOTTOM=40.0' TOP OF WALL 44.0 DRIVE AISLE POND 1 SECTION D-D N.T.S. POND "1" MAX STAGES MEAN ANNUAL=41.17' 10YR-24HR=41.72' 25YR-24HR=42.31' CURB VARIES 5'5' SEASONAL HIGH GROUNDWATER 38.90' TOP OF WALL 44.0 1' WALL 1' WALL DRIVE AISLE CURB BOTTOM OF WALL 40.0 BOTTOM OF WALL 40.0 TOP OF BERM 42.5 4 H : 1 V M A X . 4H: 1 V MAX . POND 2 SECTION E-E N.T.S. 2 24 9 4 TU S K A W I L L A R O A D MICHAEL BLAKE BLVD S R 4 3 4 PROP ACE HARDWARE BUILDING INDOOR 9,893 SF FFE = 44.86 OUTDOOR GARDEN COVERED AREA 6,163 SF TOTAL OUTDOOR SPACE RETAIL SUITE A 1,870 SF RETAIL SUITE B 2,485 SF RETAIL SUITE C 2,180 SF FUTURE DEVELOPMENT BY OTHERS T E ME T E R S S S W W W W W W W W W WL G G SSSSSSS F F F F F F F F F WV WVWV FD C WV METER S S D S S S S S S SS S S S S S S S S S S S S S S S S S S S S S S S S S S S W W W W W W W WV W W W W W W W W W W W W WWWW WV WV WV WV WV WV WV WV ME T E R ME T E R ME T E R ME T E R WW W PROP 10' UTILITY EASEMENT (TO BE DEDICATED TO CITY OF WINTER SPRINGS) WV WV WV 15 ' C I T Y S A N EA S E M E N T SS WV WV FDC F F F F F W E S NAD83 NAD83 C-501 OVERALL UTILITY PLAN THIS PLAN TO BE UTILIZED FOR UTILITIES PURPOSES ONLY 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 01/14/2025 JURISDICTIONAL COMMENTS PD KK 01/28/2025 CITY OF WINTER SPRINGS COMMENTS LS/PD KK/KM 01/28/2025 DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H: \ 2 0 2 4 \ F L A 2 4 0 1 6 2 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ P - C I V L - U T I L - F L A 2 4 0 1 6 2 . 0 0 - 0 A - - - - - > L A Y O U T : C - 5 0 1 - O V E R A L L U T I L I T Y P L A N KK THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: FLA240162.00-0A PD KK 12/23/2024 P-CIVL-UTIL PROP. SITE PLAN DOCUMENTS SUTTON CROSSINGS PROPOSED RETAIL STRIP AND DAYCARE CENTER E SR 434 & MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 CITY OF WINTER SPRINGS ISSUED FOR MUNICIPAL & AGENCY REVIEW & APPROVAL 600 N. WESTSHORE BLVD. SUITE 950 TAMPA, FLORIDA 33609 Phone:(813) 812-4100 Fax:(813) 812-4101 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S BO H L E R F e b 1 1 , 2 0 2 5 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY KYLE STEVEN MOREL, PE, ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. 1"=40' 0 40102040 WATER DISTRIBUTION NOTES: 1.CONTRACTOR SHALL FOLLOW GUIDELINES AND PROCEDURES OUTLINED BY UTILITY PROVIDER, AND HAVE UTILITY PROVIDER'S MANUAL ON-SITE AT ALL TIMES. THIS POLICY MANUAL SHALL BE CONSIDERED PART OF THE CONSTRUCTION DOCUMENTS AS IT PERTAINS TO APPROVED MATERIALS, INSTALLATION METHODS, INSPECTION NOTIFICATION, AND AS-BUILT/PROJECT CLOSEOUT REQUIREMENTS. 2.ALL HIGH DENSITY POLYETHYLENE PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF AASHTO M - 294 LATEST REVISIONS. ALL PIPING TO BE NON-PERFORATED TUBING. 3.CONTRACTOR TO COORDINATE WITH COUNTY AND ADJACENT PROPERTY OWNERS AND BUSINESSES FOR ANY ANTICIPATED WATER INTERRUPTIONS FOR CONNECTION TO EXISTING WATER LINE. 4.CONTRACTOR TO DEFLECT OR BEND WATER LINES AS NECESSARY TO MAINTAIN 12" VERTICAL SEPARATION FROM STORM SEWER PER FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION. DATUM NOTE: TOPOGRAPHIC ELEVATIONS ARE BASED ON SEMINOLE COUNTY BENCHMARK DESIGNATION #4733701, ELEVATION 44.45' NAVD 88 DATUM. FEMA NOTE: THE PROPERTY IS LOCATED IN OTHER AREAS ZONE X (AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN) PER MAP ENTITLED “FIRM, FLOOD INSURANCE RATE MAP, SEMINOLE COUNTY, FLORIDA AND INCORPORATED AREAS, PANEL 160 OF 330”, MAP NUMBER 12117C0160F, WITH A MAP REVISION DATE OF SEPTEMBER 28, 2007. SANITARY SEWER GRAVITY NOTES: 1.IF REQUIRED, THE CONTRACTOR SHALL RECONSTRUCT THE BENCH IN THE EXISTING MANHOLE TO ACCOMMODATE THE NEW FLOW DIRECTION. 2.WASTEWATER FLOW IN THE EXISTING SEWER MUST BE MAINTAINED DURING THE INSTALLATION OF THE LATERAL. IF A BY-PASS IS REQUIRED, THE CONTRACTOR MUST SUBMIT DETAILS OF THE SYSTEM FOR REVIEW AND APPROVAL TO THE CITY OF WINTER SPRINGS PUBLIC WORKS DEPARTMENT PRIOR TO STARTING CONSTRUCTION. GENERAL NOTE: ALL ONSITE WATER AND SEWER DISTRIBUTION/COLLECTION LINES/MAINS TO BE PRIVATELY OWNED & MAINTAINED UNLESS OR UNTIL A UTILITY EASEMENT IS DESCRIBED & APPROVED BY ALL INVOLVED PARTIES. SANITARY SEWER NOTES: A.GENERAL: 1.DISTANCE AND LENGTHS SHOWN ON PLANS AND PROFILE DRAWINGS ARE REFERENCED TO THE CENTER OF STRUCTURES. 2.PRIOR TO COMMENCING CONSTRUCTION, CONTRACTOR TO TELEVISE EXISTING SANITARY SEWER LINE FROM POINT OF CONNECTION THROUGH THE NEXT SEQUENTIAL DOWNSTREAM RUN OF PIPE. ADDITIONALLY, PRIOR TO COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL TELEVISE THE NEWLY INSTALLED SANITARY SEWER MAIN TO ENSURE NO DIPS OR DEBRIS WITHIN LINE. 3.EXISTING SERVICES WITHIN MANHOLES SHALL BE RELOCATED TO NEW SEWER. 4.BYPASS PUMPING MAY BE REQUIRED AND SANITARY SERVICE MAINTAINED WHILE EXISTING SEWER IS BEING REPLACED. 5.CONTRACTOR WILL BE REQUIRED TO COORDINATE WITH CITY WITH MAKING CONNECTION TO PUMP STATION / MANHOLE. 6.CONTRACTOR MUST COORDINATE WITH CITY AND SHOPPING CENTER AND PROVIDE AT LEAST 48-HOURS NOTICE PRIOR TO REPLACING SERVICES. B.MATERIALS: 1.ALL PVC SEWER PIPE AND FITTINGS SHALL BE NON-PRESSURE POLYVINYL CHLORIDE (PVC) PIPE CONFORMING TO ASTM D 3034, SDR 26, WITH PUSH-ON RUBBER GASKET JOINTS. 2.ALL FITTINGS AND ACCESSORIES SHALL BE AS MANUFACTURED OR SUPPLIED BY THE PIPE MANUFACTURER OR APPROVED EQUAL. 3.ALL SANITARY CLEANOUTS WITHIN PAVEMENT SHALL HAVE A LID THAT IS H20 LOADING. C.INSTALLATION: 1. PIPE AND FITTINGS: a.SEWER PIPE SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321, AND THE UNI-BELL PLASTICS PIPE ASSOCIATION'S 'RECOMMENDED PRACTICE FOR THE INSTALLATION OF PVC SEWER PIPE.' b.BEDDING AND INITIAL BACKFILL (12") OVER SEWER MAINS AND SERVICES SHALL BE SAND WITH NO ROCK LARGER THAN 1" IN DIAMETER. PEA ROCK OR 3/4 " WASHED ROCK WILL BE USED IN WATER OR WHERE UNSUITABLE BEDDING EXISTS. ALL OTHER FILL SHALL NOT HAVE ROCK LARGER THAN 6" IN DIAMETER. 2. CLEANOUTS: a.CLEANOUTS SHALL BE SET PLUMB TO LINE AND GRADE ON FIRM CLEAN SUBGRADE PROVIDING UNIFORM BEARING UNDER THE BASE. b.ALL OPENINGS AND JOINTS SHALL BE SEALED WATER-TIGHT. 3. SERVICE: a.MINIMUM SLOPE OF ALL SERVICE LINES SHALL BE 1.00%. b.EACH SERVICE CONNECTION SHALL BE PLUGGED WATER-TIGHT WITH AN APPROVED PLUG. c.CONNECTION OF SERVICES TO BUILDING'S PLUMBING SHALL BE COORDINATED WITH THE ARCHITECTURAL DRAWINGS. D.TESTING: 1.AFTER CONSTRUCTION OF THE SEWER SYSTEM, THE ENGINEER MAY REQUIRE A VISUAL INFILTRATION AND/OR EXFILTRATION TEST TO BE PERFORMED ON THE ENTIRE SYSTEM OR ANY PART THEREOF. 2.AN AIR TEST MAY BE SUBSTITUTED FOR THE WATER EXFILTRATION TEST, UPON APPROVAL OF THE ENGINEER. 3.SEWER PIPE LEAKAGE ALLOWABLE SHALL NOT EXCEED 150 GALLONS PER DAY PER INCH DIAMETER PER MILE IN A TWO HOUR TEST PERIOD FOR ANY SECTION TESTED. NO VISIBLE LEAKAGE SHALL BE ALLOWED. 4.CONTRACTOR IS RESPONSIBLE FOR CORRECTING ANY DEFICIENCIES PRIOR TO THE CERTIFICATION TO ANY AGENCY. 5.GENERAL CONTRACTOR SHALL EMPLOY AN INDEPENDENT INSPECTOR FOR 1--% CONTINUOUS INSPECTION OF THE BEDDING AND BACKFILL OPERATION. COMPACTION TEST SHALL BE TAKEN AT THE BOTTOM OF TRENCH AND AT EACH LIFT OF BACKFILL. 6.GENERAL CONTRACTOR SHALL EMPLOY A LICENSED SURVEYOR AS-BUILT TOP OF PIPE ELEVATIONS TAKEN WHEN BEDDING OPERATIONS IS 75% COMPLETE. THESE ELEVATIONS SHALL BE TAKEN AT POINTS OF CONNECTION, CHANGES IN DIRECTION AND AT MINIMUM 20' INTERVALS ALONG THE LENGTH OF THE PIPE. THESE ELEVATIONS SHALL BE RECORDED AS AS-BUILT DIMENSIONS ON SITE PLAN REVIEW BY PROJECT ENGINEER. 7.ALL SANITARY LINES ARE TO BE FLUSHED PRIOR TO CONTRACTOR TURNOVER OF THE FACILITY. W W E E PROP UNDERGROUND WATER LINE PROP UNDERGROUND ELECTRIC LINE PROP STORM SEWER PROP SANITARY SEWER MAIN PROP SANITARY CLEANOUT PROP GREASE TRAP PROP WATER METER PROP WATER VALVE S S WV EX. UNDERGROUND WATER LINE EX. UNDERGROUND ELECTRIC LINE EX. STORM SEWER EX. SANITARY SEWER MAIN EX. FORCE MAIN METER PROP BACKFLOW PREVENTER EX. SANITARY MANHOLE LEGEND EX. GAS LINE EX. OVERHEAD LINE PROP SANITARY MANHOLE S FM FM G G OH OH PROP SANITARY FORCE MAIN PROP GAS LINE PROP OVERHEAD LINE SHEET C-503 SHEET C-502 24 9 5 TU S K A W I L L A R O A D MICHAEL BLAKE BLVD PROP ACE HARDWARE BUILDING INDOOR 9,893 SF FFE = 44.86 OUTDOOR GARDEN COVERED AREA 6,163 SF TOTAL OUTDOOR SPACE RETAIL SUITE A 1,870 SF RETAIL SUITE B 2,485 SF RETAIL SUITE C 2,180 SF 10' 10' PROP 1,000 GAL ABOVE GROUND PROPANE TANK (PERMITTED BY OTHERS) W W W SSS F F F WV WVWV FD C WV METER S SS S S S S S SSS S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S SS W W W W W W W W W W W W W W F WV W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W PROP 8'' CAP W/ 2'' TEMP BLOW-OFF VALVE FOR FUTURE CONNECTION PROP CONNECTION TO EX. 12'' POTABLE WATER MAIN VIA WET TAP PER SEMINOLE COUNTY UTILITY ENGINEERING FIGURE 204 W/ 12''X8'' TAPPING SLEEVE AND 6'' VALVE (CONTRACTOR TO VERIFY LOCATION AND DEPTH PRIOR TO MAKING CONNECTION) PER CITY OF WINTER SPRINGS WV WV WV WV WV WV WV WV ME T E R ME T E R ME T E R ME T E R W W W W W W W W W PROP 10' UTILITY EASEMENT (TO BE DEDICATED TO CITY OF WINTER SPRINGS) PROP 38 LF 8" PVC WATER MAIN PROP 8" 11° BEND PROP (4) - 2" WATER SERVICE CONNECTIONS PROP 322 LF 8" PVC WATER MAIN PROP (4) - 2" PVC WATER SERVICE W/ 1" METER & RPZ PER CITY OF WINTER SPRINGS PROP 69 LF 8" PVC WATER MAIN PROP 8" TEE W/ (3) - 8" GATE VALVES WV WV WV PROP CAPPED 8" SDR-26 PVC STUB FOR FUTURE CONNECTION INV = 35.95' (8" S) 11 3 L F 8 " S D R - 2 6 P V C @ 0 . 5 0 % PROP 157 LF 8" PVC WATER MAIN PROP 8" X8" FIRE P.O.S. PER NFPA 24 [SEC 6.2.1] W/ VALVE PROP (1) - 8" - 90° BEND (1) - 8" X 6" REDUCER (1) - 6" GATE VALVE PROP 8" FIRE LINE DR 14 PIPE PROP FIRE SPRINKLER SERVICE (DESIGNED BY OTHERS) PROP 6" PVC GREASE TRAP LINE W/ CLEANOUT INV = 37.26 PROP 8 LF 6" PVC @ 2.00% PROP 6" PVC GREASE TRAP LINE W/ CLEANOUT INV = 37.12 PROP 6" PVC GREASE TRAP LINE W/ CLEANOUT INV = 37.11 PROP 750-GAL GREASE TRAP INV = 36.93 PROP CLEANOUT INV = 36.83 (6" N,S,W) PROP 750-GAL GREASE TRAP INV = 36.79 PROP CLEANOUT INV = 36.69 (6" N,S,W) PROP 6" PVC GREASE TRAP LINE W/ CLEANOUT INV = 36.95 PROP 8 LF 6" PVC @ 2.00% INV 36.53 INV 36.49 PROP 6" PVC GREASE TRAP LINE W/ CLEANOUT INV = 36.91 PROP 8 LF 6" PVC @ 2.00% PROP CLEANOUT INV = 36.65 (6" N,S,W) PROP 750-GAL GREASE TRAP INV = 36.75 S-04 PROP 6" PVC GREASE TRAP LINE W/ CLEANOUT INV = 37.08 275 LF 8" PVC @ 0.60% INV 35.91 PROP 13 LF 6" PVC @ 2.00% PROP 6" PVC GREASE TRAP LINE W/ 6" CLEANOUT @ MIN. 2.00% INV = 36.33 S-03 175 LF 8" SDR-26 PVC @ 0.60% 15 ' C I T Y S A N E A S E M E N T PROP 8X6''" TEE PROP 18 LF 6'' PVC WATER LINE W/ 6'' STUB FOR FUTURE CONNECTION SSS 12 8 L F 8 " S D R - 2 6 P V C @ 0 . 5 0 % S-05 PROP 33 LF 6" SDR-26 PVC @ 1.05% F WV WV PROP 8" POST INDICATOR VALVE (SEE DETAIL C-906) PROP 8'' DDCVA W/ FDC (SEE DETAIL C-906) PROP FIRE HYDRANT ASSEMBLY PROP 8'' GATE VALVEFDC F F F F F F F F F F FPROP 45° BEND PROP 90° BEND PROP 90° BEND W W E S NAD83 NAD83 C-502 UTILITY PLAN THIS PLAN TO BE UTILIZED FOR UTILITIES PURPOSES ONLY 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 01/14/2025 JURISDICTIONAL COMMENTS PD KK 01/28/2025 CITY OF WINTER SPRINGS COMMENTS LS/PD KK/KM 01/28/2025 DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H: \ 2 0 2 4 \ F L A 2 4 0 1 6 2 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ P - C I V L - U T I L - F L A 2 4 0 1 6 2 . 0 0 - 0 A - - - - - > L A Y O U T : C - 5 0 2 - U T I L I T Y P L A N KK THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: FLA240162.00-0A PD KK 12/23/2024 P-CIVL-UTIL PROP. SITE PLAN DOCUMENTS SUTTON CROSSINGS PROPOSED RETAIL STRIP AND DAYCARE CENTER E SR 434 & MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 CITY OF WINTER SPRINGS ISSUED FOR MUNICIPAL & AGENCY REVIEW & APPROVAL 600 N. WESTSHORE BLVD. SUITE 950 TAMPA, FLORIDA 33609 Phone:(813) 812-4100 Fax:(813) 812-4101 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S BO H L E R F e b 1 1 , 2 0 2 5 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY KYLE STEVEN MOREL, PE, ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. W W E E PROP UNDERGROUND WATER LINE PROP UNDERGROUND ELECTRIC LINE PROP STORM SEWER PROP SANITARY SEWER MAIN PROP SANITARY CLEANOUT PROP GREASE TRAP PROP WATER METER PROP WATER VALVE S S WV EX. UNDERGROUND WATER LINE EX. UNDERGROUND ELECTRIC LINE EX. STORM SEWER EX. SANITARY SEWER MAIN EX. FORCE MAIN METER PROP BACKFLOW PREVENTER EX. SANITARY MANHOLE LEGEND EX. GAS LINE EX. OVERHEAD LINE PROP SANITARY MANHOLE S FM FM G G OH OH PROP SANITARY FORCE MAIN PROP GAS LINE PROP OVERHEAD LINE F FPROP UNDERGROUND FIRE LINE 1"=20' 0 2051020 FIRE NOTES: 1.FIRE DEPARTMENT ACCESS ROADS PROVIDED AT THE START OF A PROJECT AND SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION. (NFPA 1, 16.1.4). 2.A SECOND ENTRANCE/EXIT MIGHT BE REQUIRED PER AHJ IF THE RESPONSE TIME FOR EMERGENCY IS EXCEEDED PER NFPA 1, SECTION 18.2.3.3 MULTIPLE ACCESS ROADS. 3.A WATER SUPPLY FOR FIRE PROTECTION, EITHER TEMPORARY OR PERMANENT, SHALL BE MADE AVAILABLE AS SOON AS COMBUSTIBLE MATERIAL ACCUMULATES. THIS APPLIES TO BOTH COMMERCIAL AND RESIDENTIAL DEVELOPMENTS. (NFPA 1, 16.4.3.1). 4.WHERE UNDERGROUND WATER MAINS AND HYDRANTS ARE TO BE PROVIDED, THEY SHALL BE INSTALLED, COMPLETED, AND IN SERVICE PRIOR TO CONSTRUCTION WORK. (NFPA 1, 16.4.3.1.3). 5.FIRE FLOW TESTING SHALL BE PERFORMED IN ACCORDANCE WITH NFPA 291, RECOMMENDED PRACTICE FOR FIRE FLOW TESTING. 6.A 36 IN. CLEAR SPACE SHALL BE MAINTAINED AROUND THE CIRCUMFERENCE OF FIRE HYDRANTS AND A CLEAR SPACE OF NOT LESS THAN 60 IN. (1524 MM) SHALL BE PROVIDED IN FRONT OF EACH HYDRANT CONNECTION HAVING A DIAMETER GREATER THAN 21/2 IN. NFPA 1, 18.5.7. 7.HYDRANT SHALL BE MARKED WITH A BLUE REFLECTOR THAT IS PLACED 6'' IN THE ROADWAY IN ACCORDANCE WITH NFPA 1, CHAPTER 18.5.10. 8.ACCESS TO GATED SUBDIVISIONS OR DEVELOPMENTS SHALL PROVIDE FIRE DEPARTMENT ACCESS THROUGH AN APPROVED SOS AND SEMINOLE COUNTY KNOX KEY SWITCH. NFPA 1, 18.2.2.2. PROVIDE SIGNAGE FOR ALL PROPOSED FIRE DEPARTMENT CONNECTIONS (F.D.C.) INDICATING ITS LOCATION AND THE BUILDING IT SERVICES. NEW AND EXISTING FIRE HYDRANTS SHALL MEET THE REQUIREMENTS OF SECTION 18.5 OF NFPA 1. FIRE SPRINKLER NOTES A) AT MINIMUM, A CLASS FIVE CONTRACTOR IS REQUIRED TO INSTALL FIRE LINES. FIRE LINES SHALL BEGIN AT THE POINT IN WHICH THE PIPING IS USED EXCLUSIVELY FOR FIRE PROTECTION AND END AT A POINT 1-FOOT ABOVE THE FINISHED FLOOR. B). THE FIRE LINE FOR SPRINKLED BUILDINGS STARTS AT THE DOUBLE DETECTOR CHECK VALVE. C). NO OTHER WATER CONNECTION SHALL BE OFF OF THE FIRE LINE D). THE FIRE DEPARTMENT CONNECTION SHALL BE WITH-IN 100 FEET OF THE FIRE HYDRANT IF STANDPIPE SYSTEM IS PROVIDED. E). THE ONLY VALVE ALLOWED IN THE FDC LINE IS A CHECK VALVE. F). ALL FIRE LINES SHALL BE INSPECTED BY THE FIRE INSPECTION DEPT. BEFORE BEING COVERED. SANITARY SEWER STRUCTURE TABLE STRUCTURE NAME:DETAILS: S-01 SANITARY MANHOLE RIM = 40.23 PROP INV IN (SW)= 33.03 (8" PVC) EX. INV: 32.93 S-02 SANITARY MANHOLE RIM = 41.00 W INV IN = 33.78 (8" PVC) NE INV OUT = 33.68 (8" PVC) S-03 SANITARY MANHOLE RIM = 42.01 W INV IN = 34.93 (8" PVC) E INV OUT = 34.83 (8" PVC) N INV IN = 34.93 (8" PVC) S-04 SANITARY MANHOLE RIM = 43.32 E INV OUT = 36.58 (8" PVC) S-05 SANITARY MANHOLE RIM = S INV OUT = 35.50 (8" PVC) E INV IN = 35.60 (6" PVC) N INV IN = 35.60 (8" PVC) SHEET C-503 FIRE FLOW REQUIREMENTS FIRE FLOW CALCULATION BASED ON NFPA-17TH EDITION CHAPTER 18 TABLE 18.4.5.2.1 BUILDING TYPE: VB AREA PER IBC: 22,591 SF (1-STORY) SPRINKLER SYSTEM: SPRINKLED REQUIRED FLOW PER NFPA-17TH 18.4.5.3.2: 1,000 GPM @ 2 HOUR DURATIONS (75% REDUCTION) REQUIRED SPRINKLER DEMAND: 600 GPM @ 40 PSI PROVIDED FLOW: 2,273 GPM @ 20 PSI PEAK DOMESTIC DEMAND: 4 GPM 1 1 1 WATER DEMAND TENANT:TOTAL WATER USAGE (GPD): ACE HARDWARE 219 GPD RETAIL A 411 GPD RETAIL B 376 GPD RETAIL C 300 GPD RECLAIM WATER DEMAND IRRIGATION SYSTEM 3 SPRAY ZONES @ 114 GPM X (20 MINUTES PER CYCLE) = 2,280 GALLONS PER CYCLE 7 DRIP ZONES @ 154.2 GPM X (30 MINUTES PER CYCLE) = 4,626 GALLONS PER CYCLE 2 BUBBLER ZONES @ 27 GPM X (20 MINUTES PER CYCLE) = 540 GALLONS PER CYCLE TOTAL GALLONS = 7,446 GALLONS PER CYCLE 2 2 2 24 9 6 M E T E R W W W W W W W W W W F F F F F F F F F F W WV WVWV FD C WV METER D S S S S S S S S S S S S S S S S S 175 LF 8" SDR-26 PVC @ 0.60% 15 ' C I T Y S A N E A S E M E N T S-02 65 LF 8 " S D R - 2 6 P V C @ 1 . 0 0 % S-01 S-01 TO CONNECT TO EX 8" PVC STUB EX. INV: 32.93 (GC TO PROVIDE SUE IN ADVANCE OF PRE-CON) PROP PROP CONNECTION TO EX. MH @ INV: 37.67 (GC TO VERIFY SIZE & LOCATION PRIOR TO MAKING CONNECTION) WV WV PROP 8" POST INDICATOR VALVE (SEE DETAIL C-906) PROP 8'' DDCVA W/ FDC (SEE DETAIL C-906) PROP 8'' GATE VALVEFDC PROP 90° BEND PROP 90° BEND W W E S NAD83 NAD83 C-503 UTILITY PLAN THIS PLAN TO BE UTILIZED FOR UTILITIES PURPOSES ONLY 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 01/14/2025 JURISDICTIONAL COMMENTS PD KK 01/28/2025 CITY OF WINTER SPRINGS COMMENTS LS/PD KK/KM 01/28/2025 DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H: \ 2 0 2 4 \ F L A 2 4 0 1 6 2 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ P - C I V L - U T I L - F L A 2 4 0 1 6 2 . 0 0 - 0 A - - - - - > L A Y O U T : C - 5 0 3 - U T I L I T Y P L A N KK THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: FLA240162.00-0A PD KK 12/23/2024 P-CIVL-UTIL PROP. SITE PLAN DOCUMENTS SUTTON CROSSINGS PROPOSED RETAIL STRIP AND DAYCARE CENTER E SR 434 & MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 CITY OF WINTER SPRINGS ISSUED FOR MUNICIPAL & AGENCY REVIEW & APPROVAL 600 N. WESTSHORE BLVD. SUITE 950 TAMPA, FLORIDA 33609 Phone:(813) 812-4100 Fax:(813) 812-4101 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S BO H L E R F e b 1 1 , 2 0 2 5 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY KYLE STEVEN MOREL, PE, ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. W W E E PROP UNDERGROUND WATER LINE PROP UNDERGROUND ELECTRIC LINE PROP STORM SEWER PROP SANITARY SEWER MAIN PROP SANITARY CLEANOUT PROP GREASE TRAP PROP WATER METER PROP WATER VALVE S S WV EX. UNDERGROUND WATER LINE EX. UNDERGROUND ELECTRIC LINE EX. STORM SEWER EX. SANITARY SEWER MAIN EX. FORCE MAIN METER PROP BACKFLOW PREVENTER EX. SANITARY MANHOLE LEGEND EX. GAS LINE EX. OVERHEAD LINE PROP SANITARY MANHOLE S FM FM G G OH OH PROP SANITARY FORCE MAIN PROP GAS LINE PROP OVERHEAD LINE F FPROP UNDERGROUND FIRE LINE 1"=20' 0 2051020 FIRE NOTES: 1.FIRE DEPARTMENT ACCESS ROADS PROVIDED AT THE START OF A PROJECT AND SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION. (NFPA 1, 16.1.4). 2.A SECOND ENTRANCE/EXIT MIGHT BE REQUIRED PER AHJ IF THE RESPONSE TIME FOR EMERGENCY IS EXCEEDED PER NFPA 1, SECTION 18.2.3.3 MULTIPLE ACCESS ROADS. 3.A WATER SUPPLY FOR FIRE PROTECTION, EITHER TEMPORARY OR PERMANENT, SHALL BE MADE AVAILABLE AS SOON AS COMBUSTIBLE MATERIAL ACCUMULATES. THIS APPLIES TO BOTH COMMERCIAL AND RESIDENTIAL DEVELOPMENTS. (NFPA 1, 16.4.3.1). 4.WHERE UNDERGROUND WATER MAINS AND HYDRANTS ARE TO BE PROVIDED, THEY SHALL BE INSTALLED, COMPLETED, AND IN SERVICE PRIOR TO CONSTRUCTION WORK. (NFPA 1, 16.4.3.1.3). 5.FIRE FLOW TESTING SHALL BE PERFORMED IN ACCORDANCE WITH NFPA 291, RECOMMENDED PRACTICE FOR FIRE FLOW TESTING. 6.A 36 IN. CLEAR SPACE SHALL BE MAINTAINED AROUND THE CIRCUMFERENCE OF FIRE HYDRANTS AND A CLEAR SPACE OF NOT LESS THAN 60 IN. (1524 MM) SHALL BE PROVIDED IN FRONT OF EACH HYDRANT CONNECTION HAVING A DIAMETER GREATER THAN 21/2 IN. NFPA 1, 18.5.7. 7.HYDRANT SHALL BE MARKED WITH A BLUE REFLECTOR THAT IS PLACED 6'' IN THE ROADWAY IN ACCORDANCE WITH NFPA 1, CHAPTER 18.5.10. 8.ACCESS TO GATED SUBDIVISIONS OR DEVELOPMENTS SHALL PROVIDE FIRE DEPARTMENT ACCESS THROUGH AN APPROVED SOS AND SEMINOLE COUNTY KNOX KEY SWITCH. NFPA 1, 18.2.2.2. PROVIDE SIGNAGE FOR ALL PROPOSED FIRE DEPARTMENT CONNECTIONS (F.D.C.) INDICATING ITS LOCATION AND THE BUILDING IT SERVICES. NEW AND EXISTING FIRE HYDRANTS SHALL MEET THE REQUIREMENTS OF SECTION 18.5 OF NFPA 1. FIRE SPRINKLER NOTES A) AT MINIMUM, A CLASS FIVE CONTRACTOR IS REQUIRED TO INSTALL FIRE LINES. FIRE LINES SHALL BEGIN AT THE POINT IN WHICH THE PIPING IS USED EXCLUSIVELY FOR FIRE PROTECTION AND END AT A POINT 1-FOOT ABOVE THE FINISHED FLOOR. B). THE FIRE LINE FOR SPRINKLED BUILDINGS STARTS AT THE DOUBLE DETECTOR CHECK VALVE. C). NO OTHER WATER CONNECTION SHALL BE OFF OF THE FIRE LINE D). THE FIRE DEPARTMENT CONNECTION SHALL BE WITH-IN 100 FEET OF THE FIRE HYDRANT IF STANDPIPE SYSTEM IS PROVIDED. E). THE ONLY VALVE ALLOWED IN THE FDC LINE IS A CHECK VALVE. F). ALL FIRE LINES SHALL BE INSPECTED BY THE FIRE INSPECTION DEPT. BEFORE BEING COVERED. SANITARY SEWER STRUCTURE TABLE STRUCTURE NAME:DETAILS: S-01 SANITARY MANHOLE (PER CITY OF WINTER SPRINGS SPECIFICATIONS) RIM = 40.23 PROP INV IN (SW)= 33.03 (8" PVC) EX. INV: 32.93 S-02 SANITARY MANHOLE (PER CITY OF WINTER SPRINGS SPECIFICATIONS) RIM = 41.00 W INV IN = 33.78 (8" PVC) NE INV OUT = 33.68 (8" PVC) S-03 SANITARY MANHOLE (PER CITY OF WINTER SPRINGS SPECIFICATIONS) RIM = 42.01 W INV IN = 34.93 (8" PVC) E INV OUT = 34.83 (8" PVC) N INV OUT = 34.93 (8" PVC) S-04 SANITARY MANHOLE (PER CITY OF WINTER SPRINGS SPECIFICATIONS) RIM = 43.32 E INV OUT = 36.58 (8" PVC) SHEET C-502 1 1 2 24 9 7 TU S K A W I L L A R O A D MICHAEL BLAKE BLVD S R 4 3 4 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF S F S F S F S F S F S F S F SF S F S F S F S F S F S F S F S F S F S F S F SF SF SF SF SF SF SF SF SFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF S S S S S S SS S S S S S S S S S S S S S S S S S S S S S S S S S S S W W W W W W W WV W W W W W W W W W W W W WWWW WV WV WV WV WV WV WV WV ME T E R ME T E R ME T E R ME T E R WW W WV WV WV SS WV WV FDC F F F F F 1 0 ' L A N D S C A P E B U F F E R 10' LANDSCAPE BUFFER AND BUILDING SETBACK 2 5 ' B U I L D I N G S E T B A C K PRO P L O T L I N E PR O P L O T L I N E PRO P L O T L I N E PR O P L O T L I N E LOT 1 39,659 SF (±1.74 AC) P14-LE-BS 5,576 SF 70 SEATS 65 PARKING SPACES FFE = 45.00 LOT 2 72,438 SF (±1.66 AC) T E ME T E R S S S W W W W W W W W W WL G G SSSSSSS 58 . 4 ' 1 0 ' 3. 5 ' F F F F F F F F F WV WVWV FD C WV METER 3. 8 ' S S PROP PROPERTY LINE PROP PROPERTY LINE PROP ACE HARDWARE BUILDING INDOOR 9,893 SF FFE = 44.86 OUTDOOR GARDEN COVERED AREA 6,163 SF TOTAL OUTDOOR SPACE RETAIL SUITE A 1,870 SF RETAIL SUITE B 2,485 SF RETAIL SUITE C 2,180 SF 10' 10' PROP 1,000 GAL ABOVE GROUND PROPANE TANK (PERMITTED BY OTHERS) FUTURE DEVELOPMENT BY OTHERS W E S NAD83 NAD83 C-801 SOIL EROSION CONTROL PHASE II PLAN THIS PLAN TO BE UTILIZED FOR SOIL EROSION AND SEDIMENT CONTROL PURPOSES ONLY 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 01/14/2025 JURISDICTIONAL COMMENTS PD KK 01/28/2025 CITY OF WINTER SPRINGS COMMENTS LS/PD KK/KM 01/28/2025 DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H: \ 2 0 2 4 \ F L A 2 4 0 1 6 2 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ P - C I V L - E R O S - F L A 2 4 0 1 6 2 . 0 0 - 0 A - - - - - > L A Y O U T : C - 8 0 1 - E R O S I O N C O N T R O L P L A N KK THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: FLA240162.00-0A PD KK 12/23/2024 P-CIVL-EROS PROP. SITE PLAN DOCUMENTS SUTTON CROSSINGS PROPOSED RETAIL STRIP AND DAYCARE CENTER E SR 434 & MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 CITY OF WINTER SPRINGS ISSUED FOR MUNICIPAL & AGENCY REVIEW & APPROVAL 600 N. WESTSHORE BLVD. SUITE 950 TAMPA, FLORIDA 33609 Phone:(813) 812-4100 Fax:(813) 812-4101 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S BO H L E R F e b 1 1 , 2 0 2 5 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY KYLE STEVEN MOREL, PE, ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. 12" COMPACTED SUBGRADE 12" COMPACTED SIZE #1 STONE NOT TO SCALE GEOTEXTILE FABRIC STABILIZED CONSTRUCTION ENTRANCE DETAIL 3' O R M O R E 12 " M I N . 8" 15 " - 1 8 " 6' MAX. POST OPTIONS : WOOD 2 1/2" MIN. Ø WOOD 2" x 4" OAK 1 1/2" x 1 1/2" STEEL 1.33 LBS/FT. MIN. FINISHED GRADE FILTER FABRIC SEC. (IN CONFORMANCE WITH 985 F.D.O.T. SPEC.) NOT TO SCALE SILT FENCE DETAIL 2 LAYERS NON WOVEN FILTER FABRIC TO BE SECURED OVER ENTIRE BASIN OPENING NOT TO SCALE INLET PROTECTION IP SCE SCE KEYNOTES: INLET PROTECTION STABILIZED CONSTRUCTION ENTRANCE CONSTRUCTION ENTRANCE POLLUTION PREVENTION NOTES: 1.EROSION AND SEDIMENT CONTROL BMP'S IN ADDITION TO THOSE PRESENTED ON THESE PLANS SHALL BE IMPLEMENTED AS NECESSARY TO PREVENT TURBID DISCHARGES FROM FLOWING ONTO ADJACENT PROPERTIES OR ROADWAYS, OFF SITE STORMWATER CONVEYANCES OR RECEIVING WATERS, OR ON SITE WETLANDS AND SURFACE WATERS. BMP'S SHALL BE DESIGNED, INSTALLED, AND MAINTAINED BY THE SITE OPERATOR TO ENSURE THAT OFF SITE SURFACE WATER QUALITY REMAINS CONSISTENT WITH FEDERAL, STATE, AND LOCAL REGULATIONS. [THE OPERATOR IS THE ENTITY THAT OWNS OR OPERATES THE CONSTRUCTION ACTIVITY AND HAS AUTHORITY TO CONTROL THOSE ACTIVITIES AT THE PROJECT NECESSARY TO ENSURE COMPLIANCE.] 2.OFF SITE SURFACE WATER DISCHARGES, DISCHARGES TO ONSITE WETLANDS, OR SURFACE WATERS WITH TURBIDITY IN EXCESS OF 29 NEPHELOMETRIC TURBIDITY UNITS (NTU'S) ABOVE BACKGROUND LEVEL SHALL BE IMMEDIATELY CORRECTED. SUCH INCIDENTS SHALL BE REPORTED TO WATER RESOURCES WITHIN 24 HOURS OF THE OCCURRENCE. THE REPORT SHALL INCLUDE THE CAUSE OF THE DISCHARGE AND CORRECTIVE ACTIONS TAKEN. 3.THE OPERATOR SHALL ENSURE THAT ADJACENT PROPERTIES ARE NOT IMPACTED BY WIND EROSION, OR EMISSIONS OF UNCONFINED PARTICULATE MATTER IN ACCORDANCE WITH RULE 62-296.320(4)(C)1, F.A.C., BY TAKING APPROPRIATE MEASURES TO STABILIZE AFFECTED AREAS. 4.FUEL AND OTHER PETROLEUM PRODUCT SPILLS THAT ENTER STORMWATER DRAINS OR WATERBODIES, OR FUEL AND OTHER PETROLEUM PRODUCT SPILLS THAT ARE IN EXCESS OF 25 GALLONS SHALL BE CONTAINED, CLEANED UP, AND IMMEDIATELY REPORTED TO WATER RESOURCES. SMALLER GROUND SURFACE SPILLS SHALL BE CLEANED UP AS SOON AS PRACTICAL. 5.IF CONTAMINATED SOIL AND/OR GROUNDWATER IS DISCOVERED DURING DEVELOPMENT OF THE SITE, ALL ACTIVITY IN THE VICINITY OF THE CONTAMINATION SHALL IMMEDIATELY CEASE AND WATER RESOURCES SHALL BE CONTACTED. 6.PRIOR TO DEMOLITION OF EXISTING ON SITE STRUCTURES AN ASBESTOS SURVEY AND/OR ASBESTOS NOTIFICATION MAY BE REQUIRED. 7.NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM: A.NPDES CONSTRUCTION GENERIC PERMIT COVERAGE SHALL BE OBTAINED AT LEAST 48 HOURS IN ADVANCE OF CONSTRUCTION COMMENCEMENT IN ACCORDANCE WITH RULE 62-621.300(4)(a), F.A.C. B.A COPY OF THE CERTIFIED NPDES NOI, OR A COPY OF THE FDEP COVERAGE CONFIRMATION LETTER SHALL BE POSTED AT THE SITE IN ACCORDANCE WITH RULE 62-621.300(4)(A) PART III.C.2, F.A.C. C.A COPY OF THE CERTIFIED NPDES NOI, OR A COPY OF THE FDEP COVERAGE CONFIRMATION LETTER SHALL BE PROVIDED TO WATER RESOURCES IN ACCORDANCE WITH RULE 62-621.300(4)(a)PART III.D.1, F.A.C. D.THE SWPPP SHALL BE CERTIFIED IN ACCORDANCE WITH RULE 62-621.300(4)(a)PART V.D.6, F.A.C. E.A COPY OF THE SWPPP, AND COPIES OF THE INSPECTION AND MAINTENANCE RECORDS SHALL BE MAINTAINED AT THE PROJECT SITE; AND SHALL BE READILY AVAILABLE TO COUNTY OR STATE INSPECTORS. 8.THE DISCHARGE OF GROUNDWATER PRODUCED THROUGH DEWATERING, TO SURFACE WATERS, OR ANY PORTION OF THE MS4 WILL REQUIRE SEPARATE PERMITTING FROM THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (DEP). PERMIT(S) SHALL BE OBTAINED PRIOR TO THE COMMENCEMENT OF DEWATERING. MAINTENANCE NOTES: N.P.D.E.S. PERMIT COMPLIANCE REQUIRES INSPECTIONS EVERY 7 CALENDAR DAYS BY A NPDES QUALIFIED INSPECTOR AND PERIODIC INSPECTIONS WITHIN 24 HOURS OF ANY RAINFALL EVENT OF 0.5" OR GREATER. THESE INSPECTIONS MAY RESULT IN RECOMMENDATIONS FOR ROUTINE MAINTENANCE OF THE SOIL EROSION CONTROL DEVICES, AS WELL AS FURTHER MAINTENANCE AS OUTLINED BELOW. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO ENSURE N.P.D.E.S. COMPLIANCE. 1.INSPECTIONS BY CONTRACTOR MUST OCCUR AT LEAST ONCE A WEEK OR WITHIN 24 HOURS OF A STORM EVENT 0.5" OR GREATER. 2.THROUGHOUT THE CONSTRUCTION PERIOD, ALL MUD/SILT TRACKED ONTO EXISTING ROADS FROM THE SITE DUE TO CONSTRUCTION SHALL BE IMMEDIATELY REMOVED BY THE CONTRACTOR. 3.CATCH BASIN INLET AND CONCRETE FLUME FILTERS SHALL BE MAINTAINED CLEAN AT ALL TIMES THROUGHOUT THE CONSTRUCTION PERIOD. WEEKLY INSPECTIONS WILL BE PERFORMED EVERY 7 CALENDAR DAYS. IF A FILTER HAS HOLES OR IS INUNDATED WITH SEDIMENT, THE FILTER WILL REQUIRE REPLACEMENT BY CONTRACTOR. 4.CONSTRUCTION ACCESS AND TRACKING MAT MUST BE MAINTAINED BY CONTRACTOR. REPLENISH CRUSHED AGGREGATE IF PRESENT LAYER IS FILLED WITH SEDIMENT, POOLING WATER, OR HAS RUTS. A NEW LAYER MAY BE ADDED IF OLD LAYERS BECOME COMPACTED. 5.SILT FENCE IS TO BE INSPECTED DAILY BY CONTRACTOR AND EVERY 7 CALENDAR DAYS BY N.P.D.E.S. QUALIFIED INSPECTOR. IF REPAIRS OR REPLACEMENT IS NECESSARY, IT SHALL BE PERFORMED IMMEDIATELY. THE SILT FENCE SHOULD BE TRENCHED IN, BACK-FILLED, AND STAPLED OR STAKED ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS. MAINTENANCE INCLUDES THE REMOVING OF BUILT-UP SEDIMENT. WHEN THE SEDIMENT ACCUMULATES TO 1/3 OF THE HEIGHT OF THE FENCE, CONTRACTOR MAY HAVE TO REMOVE, REPLACE, RETRENCH, OR RE-BACKFILL THE FENCE IF IT FAILS. IT WOULD ALSO BE NECESSARY TO REINSTALL IF ANY PORTION OF THE FENCING WAS DAMAGED BY CONSTRUCTION MACHINERY. 6.SEEDING OR RESEEDING MAY BE REQUIRED IMMEDIATELY TO AREAS WHICH HAVE BEEN DAMAGED BY RUNOFF. 7.THE CONTRACTOR SHALL CONTINUOUSLY ENSURE THAT THE PERIMETER OF THE SITE, INCLUDING CONSTRUCTION ENTRANCES, IS SECURED FROM ALLOWING DEBRIS TO LEAVE THE SITE DUE TO CONSTRUCTION ACTIVITY OR RAINFALL EVENTS. A WEEKLY LOG SHALL BE UPDATED AND KEPT ON-SITE IN ACCORDANCE WITH THE N.P.D.E.S. PERMIT. BY BIDDING DOCUMENTS CONTRACTOR ACKNOWLEDGES HE/SHE IS AWARE OF N.P.D.E.S. GUIDELINES AND POLICIES AS WELL AS BEST MANAGEMENT PRACTICES AND ASSUMES SOLE RESPONSIBILITY FOR FINES IMPOSED BY GOVERNMENTAL AGENCIES DUE TO VIOLATIONS. SEQUENCE OF CONSTRUCTION: UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREAS: TRAILER,PARKING, LAYDOWN, PORTABLE RESTROOMS, WHEELED WASTE DISPOSAL DUMPSTER(S), WHEEL WASH, CONCRETE WASHOUT, FUEL AND MATERIAL STORAGE CONTAINERS, SOLID WASTE CONTAINERS, ETC. IMMEDIATELY DENOTE THEM ON THE SITE MAPS AND NOTE ANY CHANGES IN THEIR LOCATIONS ON THE SITE MAP. PHASE 1 1.CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE AND INSTALL SILT FENCE. 2.INSTALL INLET PROTECTION AT EXISTING INLET(S). 3.PREPARE CLEARING AND GRUBBING OF THE SITE, IF APPLICABLE. 4.INSTALL STORMWATER CONVEYANCE STRUCTURES AND CULVERTS, ENSURE THAT NEW INLETS ARE PROTECTED PRIOR TO MAKING THE OUTFALL CONNECTION. PHASE 2 1.PERFORM MASS GRADING, ROUGH GRADE TO ESTABLISH PROPOSED DRAINAGE PATTERNS. 2.START CONSTRUCTION OF THE PROPOSED BUILDING PAD AND STRUCTURES. 3.TEMPORARILY SEED WITH PURE LIVE SEED THROUGHOUT THE CONSTRUCTION DISTURBED AREAS THAT WILL BE INACTIVE FOR 7 DAYS OR MORE AS REQUIRED BY THE GENERIC PERMIT. 1"=40' 0 40102040 LEGEND ADJACENT PROPERTY LINE ONSITE PROPERTY LINE / R.O.W. LINE EX. OVERHEAD WIRE PROP. STORM PIPE EX. SPOT ELEVATION PROP.RIDGE LINE PROP. INLET PROTECTION SF SFPROP.SILT FENCE DATUM NOTE: TOPOGRAPHIC ELEVATIONS ARE BASED ON SEMINOLE COUNTY BENCHMARK DESIGNATION #4733701, ELEVATION 44.45' NAVD 88 DATUM. FEMA NOTE: THE PROPERTY IS LOCATED IN OTHER AREAS ZONE X (AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN) PER MAP ENTITLED “FIRM, FLOOD INSURANCE RATE MAP, SEMINOLE COUNTY, FLORIDA AND INCORPORATED AREAS, PANEL 160 OF 330”, MAP NUMBER 12117C0160F, WITH A MAP REVISION DATE OF SEPTEMBER 28, 2007. 24 9 8 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 01/14/2025 JURISDICTIONAL COMMENTS PD KK 01/28/2025 CITY OF WINTER SPRINGS COMMENTS LS/PD KK/KM 01/28/2025 DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H: \ 2 0 2 4 \ F L A 2 4 0 1 6 2 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ P - C I V L - C N D S - F L A 2 4 0 1 6 2 . 0 0 - 0 A - - - - - > L A Y O U T : C - 9 0 1 - C O N S T R U C T I O N D E T A I L S KK THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: FLA240162.00-0A PD KK 12/23/2024 P-CIVL-CNDS PROP. SITE PLAN DOCUMENTS SUTTON CROSSINGS PROPOSED RETAIL STRIP AND DAYCARE CENTER E SR 434 & MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 CITY OF WINTER SPRINGS ISSUED FOR MUNICIPAL & AGENCY REVIEW & APPROVAL 600 N. WESTSHORE BLVD. SUITE 950 TAMPA, FLORIDA 33609 Phone:(813) 812-4100 Fax:(813) 812-4101 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S BO H L E R F e b 1 1 , 2 0 2 5 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY KYLE STEVEN MOREL, PE, ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. C-901 CONSTRUCTION DETAILS TYPE 'B' STABILIZATION (MIN LBR 40) OPTIONAL BASE GROUP __ (MIN LBR 100) TYPICAL PAVEMENT SECTION FOR FDOT R/W NOT TO SCALE (FL-S010102 - 09/2024) TYPE FC-12.5 OR FC-9.5 (3/4")(PG 76-22) TYPE SP STRUCTURAL COURSE (TRAFFIC D)(1-1/2") (PG 76-22) TYPE SP STRUCTURAL COURSE (TRAFFIC D)(2-1/2") EX PAVEMENT 12" NEW PAVEMENT 12" OF EX ASPHALT TO BE REMOVED SAWCUT CLEAN EDGE, STRIP BACK EX ASPHALT & ROCK BASE AS SHOWN & MATCH EXISTING PAVEMENT. EX ASPHALT TO REMAIN EX BASE TO REMAIN EX SUBGRADE TO REMAIN EXISTING BASE TO REMAIN ASPHALT SAWCUT NOT TO SCALE (FL-S010103 - 09/2024) 1'-6"6" 7 1 2" S T D 6" M I N PAVEMENT DIMENSION(S) ON PLAN VIEW REFER TO FACE OF CURB NOTES: 1. CONCRETE FOR CURBING SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 P.S.I. @ 28 DAYS. 2. CONSTRUCTION STAKING FOR CURB INSTALLATION SHALL BE REFERENCED (CUT OR FILL) TO THE TOP OF CURB. 3. AT CONTRACTOR'S OPTION, THE GUTTER THICKNESS MAY BE INCREASED AT THE EDGE OF PAVEMENT TO MAKE BOTTOM OF GUTTER CONTIGUOUS WITH BOTTOM OF ASPHALT PAVEMENT. 4. CONTRACTION JOINTS SHALL BE PLACED @ 10'-0" O.C. TOOLED 1/4" (±1/16") WIDE, 1" DEEP. EXPANSION JOINTS SHALL BE PLACED @ 40'-0" INTERVALS, MAXIMUM, AND ALL P.C.'S. 5. GUTTER PAN SLOPE TO BE ADJUSTED WITHIN ACCESSIBLE PARKING SPACES TO MATCH SLOPE BETWEEN SPOT ELEVATIONS. 6. GUTTER TYPE TO MATCH PAVEMENT SLOPE DIRECTION. CONTRACTOR TO FIELD ADJUST AS NECESSARY. 7. REFER TO FDOT STANDARD PLANS INDEX 522-001 FOR CURB SPECIFICATIONS 1'-6"6" SPILL CURB & GUTTER COLLECTOR CURB & GUTTER PAVEMENT DIMENSION(S) ON PLAN VIEW REFER TO FACE OF CURB 3"R 2"R 3 4"R 6" 3"R 2"R 3 4"R6" 6" 7 1 2" S T D 6" M I N FDOT INDEX 520-001 - TYPE F CURB AND GUTTER NOT TO SCALE (FL-S020201 - 09/2024) 6" 8"8" "A" ELEVATION DETAIL "A" 30' MAX HORIZONTAL (RUN)60" MINIMUM LANDING 60" MINIMUM LANDING 2' - 6 " MA X RI S E 4" 34 " - 3 8 " 1'-0" 1'-0" 34 " - 3 8 " 36" CLEAR (MIN) 1-1/2" MIN WALL MOUNT SPACING NOTES: 1. RAMPS AND HANDRAILS TO BE IN COMPLIANCE WITH CURRENT ADA GUIDELINES. 2. HANDRAILS WITH CIRCULAR CROSS SECTIONS SHALL BE 1.25" TO 2" OUTSIDE DIAMETER. 3. NON-CIRCULAR CROSS SECTIONS SHALL HAVE A PERIMETER OF 4" TO 6.25" AND A MAXIMUM CROSS SECTION DIMENSION OF 2.25". (SEE ADA GUIDELINES) 4. SIDEWALK TO EXTEND 4" BEYOND OUTSIDE OF RAILING WHEN A BOTTOM RAIL IS PROVIDED OR 12" BEYOND WHEN NO BOTTOM RAIL IS PROVIDED. 3" MI N 1' - 0 " 8" SQUARE VA R I E S 2.08% MAX SLOPE SEE NOTE 4HANDRAIL SET PIPE IN CONC FOOTING HANDRAIL TYPICAL ADA RAMP AND HANDRAIL NOT TO SCALE (FL-S030501 - 09/2024) BOTTOM RAIL NOTES: 1.ADA ACCESSIBLE RAMP CONSTRUCTION SHALL CONFORM TO CURRENT ADA ACCESSIBLE GUIDELINES. 2.LEVEL LANDING AT TOP OF RAMP TO BE 4' DEEP IF NO CHANGE IN DIRECTION, OR 5'X5' MINIMUM IF A CHANGE IN DIRECTION OCCURS. TRUNCATED DOME PATTERN EDGE OF CURB SEE NOTE 2 4' M I N 4' MI N TRUNCATED DOME PATTERN MAX 1:12 SLOPE FLUSH CURB SEE SITE PLAN FOR DIMENSION MAX 2% IN ANY DIRECTION AT LANDING SEE NOTE 2 FDOT INDEX 522-022 - ADA ACCESSIBLE RAMP NOT TO SCALE (BE-X010101 - MM/YYYY) SLOPE 12:1 MAX SLOPE 12:1 MAX 5' MIN MAX 1:12 SLOPE BOLLARD MOUNTED ADA PARKING SIGN NOT TO SCALE (FL-S060101 - 09/2024) NOTES: ONE AT EACH ADA SPACE. WHERE ADA SPACES FACE EACH OTHER WITHOUT WALKWAY, THERE SHALL BE ONE POST WITH SIGNS MOUNTED BOTH SIDES REFLECTIVE ALUMINUM LEGEND AND BORDER - GREEN WHITE SYMBOL ON BLUE BACKGROUND BACKGROUND - WHITE TYPICAL AT ALL ADA SPACES THIS SIGN TYPICAL AT ALL "VAN ACCESSIBLE" PARKING SPACES PENALTY SIGN WITH WORDING AS REQUIRED BY STATE OR LOCAL LAW GALVANIZED "U" CHANNEL POST 4" DIA SCH. 40 GALVANIZED STEEL PIPE BOLLARD PAINTED OSHA YELLOW FILLED WITH CONCRETE PAINT CONCRETE BLACK AFTER CURING AT ASPHALT LOCATIONS 4000 PSI CONCRETE 1'-6" 6" 2' - 0 " 3' - 0 " 7' - 0 " T O B O T T O M O F LO W E S T R E Q U I R E D S I G N 12" 18 " 4' - 6 " 2' - 0 " 1' - 0 " 1'-8" MIN.1.SEE SITE PLAN FOR LOCATION(S). NOTE: CONCRETE FILL TO BE ROUNDED FOR PROPER RUN OFF 8" DIAMETER STEEL PIPE FILLED W/ CONCRETE PAINTED TRAFFIC YELLOW AND EMBEDDED IN CONCRETE BASE TOP OF ASPHALT OR CONCRETE SLAB 3000 P.S.I. CONCRETE PIPE BOLLARD NOT TO SCALE (MS-S070101 - 06/2023) NOTES: 1.ANY EXCAVATION BELOW DESIRED GRADE DUE TO OVER EXCAVATION OR WET SOIL CONDITIONS SHALL BE BACKFILLED WITH ADDITIONAL GRAVEL BASE. 2.DUMMY JOINTS (FORMED) SHALL BE INSTALLED MIDWAY BETWEEN EXPANSION JOINTS. 3.THE 6" CURB REVEAL IS TYPICAL. CONTRACTOR TO REVIEW GRADING PLAN FOR AREAS WHERE REVEAL IS TO BE MODIFIED. 4.PROVIDE CONTROL JOINTS 5'-0" O.C. MIN. & EXPANSION JOINTS SHALL BE RECESSED 1 4" FROM THE FRONT FACE AND TOP OF THE CURB. REFER TO SIDEWALK CONSTRUCTION JOINT DETAILS. 5.PREFORMED EXPANSION JOINT FILLER SHALL BE PLACED ADJACENT TO AND AROUND EXISTING STRUCTURES. 6.MIN CROSS SLOPE 1/4" PER FOOT PITCHED AWAY FROM BUILDING. 7.PROVIDE 1/2" PREMOLDED BITUMINOUS EXPANSION JOINT AT INTERFACE WITH BUILDING. REFER TO ARCH PLANS AT DOOR LOCATIONS. 1.5% (2% MAX.) SLOPE (TYP.) 5" 6" (SEE SITE PLAN) 10" 18 " 6" SEE PAVEMENT DETAIL 4,500 PSI AIR ENTRAINED CONC. @ 28 DAYS (BROOM FINISH) 6" X 6" W2.9 X W2.9" W.W.F. COMPACTED SUBGRADE MATERIAL COMPACTED GRAVEL BASE TACK COAT 1 1 2. 5 " MONOLITHIC CURB AND SIDEWALK NOT TO SCALE (BE-S030201 - 06/2024) 1.5" TYPE SP-9.5 ASPHALTIC CONCRETE SURFACE COURSE ABOVE LIMEROCK BASE 6" LIMEROCK BASE (LBR 100) COMPACTED TO A MIN. OF 95% OF MAX. DRY DENSITY PER ASTM D-1557 MODIFIED PROCTOR 12" STABILIZED SUB BASE (LBR 40) SHALL BE COMPACTED TO A MINIMUM OF 98% OF MAX. DENSITY PER ASTM D-1557 MODIFIED PROCTOR AND MEET SPEC. REQUIREMENTS FOR TYPE B AND TYPE C STABILIZED SUBGRADE BY FDOT STANDARDS COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) LIGHT DUTY ASPHALT PAVEMENT NOT TO SCALE (FL-S010101 - 09/2024) 2" TYP SP-9.5 ASPHALTIC CONCRETE SURFACE COURSE ABOVE LIMEROCK BASE 8" LIMEROCKBASE (LBR 100) COMPACTED TO A MIN. OF 95% OF MAX. DRY DENSITY PER ASTM D-1557 MODIFIED PROCTOR 12" STABILIZED SUB BASE (LBR 40) SHALL BE COMPACTED TO A MINIMUM OF 98% OF MAX. DENSITY PER AASHTO T-180 MODIFIED PROCTOR AND MEET SPEC. REQUIREMENTS FOR TYPE B AND TYPE C STABILIZED SUBGRADE BY FDOT STANDARDS. COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) HEAVY DUTY ASPHALT PAVEMENT NOT TO SCALE (FL-S010101 - 09/2024) 4' MIN (SEE SITE PLAN) 2" NOTE: 1.CROSS SLOPE 1/4" PER FOOT PITCHED TOWARD ROADWAY, DRIVEWAY, OR PARKING AREA IN NON ACCESSIBLE ROUTES. 2.FOR ACCESSIBLE ROUTES THE CROSS SLOPE, LONGITUDINAL (RUNNING) SLOPE AND WIDTH SHALL COMPLY WITH FEDERAL, LOCAL AND STATE ACCESSIBILITY REQUIREMENTS. REFER TO GENERAL NOTES SHEET FOR ADDITIONAL ADA INSTRUCTIONS. 3.PROVIDE CONTROL JOINTS 5'-0" O.C. MIN. & EXPANSION JOINTS 20'-0" O.C. MIN. REFER TO SIDEWALK CONSTRUCTION JOINT DETAILS. 4.PREFORMED EXPANSION JOINT FILLER SHALL BE PLACED ADJACENT TO AND AROUND EXISTING STRUCTURES. 5.MIN CROSS SLOPE 1/4" PER FOOT PITCHED AWAY FROM BUILDING. 6.PROVIDE 1/2" PREMOLDED BITUMINOUS EXPANSION JOINT AT INTERFACE WITH BUILDING. REFER TO ARCH PLANS AT DOOR LOCATIONS. 6" COMPACTED STONE BASE 4" THICK CONCRETE, 4,500 PSI, AIR ENTRAINED, 6x6 - w2.9 x w2.9 W.W.F. COMPACTED SUBGRADE PLAN 5' W (S E E S I T E P L A N ) 1/2" DEPTH TYPICAL CONSTRUCTION JOINTS CONCRETE SIDEWALK CONCRETE SIDEWALK NOT TO SCALE (BE-S030202 - 06/2024) 24 9 9 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 01/14/2025 JURISDICTIONAL COMMENTS PD KK 01/28/2025 CITY OF WINTER SPRINGS COMMENTS LS/PD KK/KM 01/28/2025 DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H: \ 2 0 2 4 \ F L A 2 4 0 1 6 2 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ P - C I V L - O C D S - F L A 2 4 0 1 6 2 . 0 0 - 0 A - - - - - > L A Y O U T : C - 9 0 2 - D R A I N A G E D E T A I L S KK THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: FLA240162.00-0A PD KK 12/23/2024 P-CIVL-OCDS PROP. SITE PLAN DOCUMENTS SUTTON CROSSINGS PROPOSED RETAIL STRIP AND DAYCARE CENTER E SR 434 & MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 CITY OF WINTER SPRINGS ISSUED FOR MUNICIPAL & AGENCY REVIEW & APPROVAL 600 N. WESTSHORE BLVD. SUITE 950 TAMPA, FLORIDA 33609 Phone:(813) 812-4100 Fax:(813) 812-4101 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S BO H L E R F e b 1 1 , 2 0 2 5 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY KYLE STEVEN MOREL, PE, ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. C-902 DRAINAGE DETAILS CONTROL STRUCTURE DETAIL CS-A N.T.S. 2" ASPHALT PAVEMENT AASHTO M288 CLASS 2 NON-WOVEN GEOTEXTILE ALL AROUND ANGULAR STONE (MARAFI 160N) 3/4 - 2 INCH WASHED, CRUSHED, ANGULAR STONE (CONTRACTOR TO PROVIDE SHOP DRAWING FOR ANGULAR STONE WITH 40% VOID RATIO PRIOR TO CONSTRUCTION.) SC-310 CHAMBER NO COMPACTION REQUIRED. NO COMPACTION REQUIRED. PLATE COMPACT OR ROLL TO ACHIEVE A 95% MIN. MODIFIED PROCTOR MAX. DENSITY PER AASHTO T-180. SC-310 END CAP 34"12" MIN. 28 " 6" 16 " 6" 16 " M I N STORMTECH SC-310 CHAMBER DETAIL N.T.S. 8" BASE NO SPACING REQUIRED BETWEEN CHAMBERS EL. 42.23 EL. 41.73 34"12" EL. 40.4 EL. 39.9 SHWT 38.9 TOP OF PAVEMENT 1' 6" 16 " 6" STORMTECH CHAMBER AREA 'A' N.T.S. VARIES N.T.S. CULVERT OUTFALL ROCK PAD 6-8" THICKNESS 6' 3' PLAN 2" TO 8" (AVG. 6") DIA. WELL GRADED RIP RAP DISCHARGE PIPE SECTION 1 SECTION B-B 4'-0" 5'-0" (PRECAST) 12"12" INFLOW PIPE INV. 38.00' (FROM DETENTION AREA) OUTFALL PIPE INV. 38.00' RIM EL.=43.50 INFLOWOUTFALL 1/8" THICK ALUMINUM OIL & GREASE SKIMMER ANCHORED W/ 1/2" S.S. ANCHOR BOLTS 3,000 P.S.I. CONCRETE WALL (#4 BARS @ 12" CENTERS, BOTH WAYS) 6" A NOT TO SCALE NOTE: STRUCTURE TO HAVE PAVED INVERTS TO PREVENT IMPOUNDED WATER. A WEIR EL. 41.20' 4'-0" SECTION A-A NOT TO SCALE 5'-0" (PRECAST) WEIR 1 EL. = 43.00 ' EL. = 42.50 ' N.T.S RIM EL. 43.50 WEIR 1 EL. 41.20' STRUCTURE BTM. EL. 37.00' STRUCTURE BTM. EL. 37.00' SKIMMER BTM. EL. 39.50' SKIMMER TOP EL. 42.50' EL. 42.23 EL. 41.73 34"12" EL. 40.4 EL. 39.9 SHWT 38.9 TOP OF PAVEMENT 1' 6" 16 " 6" WATER LINE CLEARANCE DETAIL N.T.S. VARIES 12 " 12" PIPE BETWEEN ADS CHAMBER SYSTEMS PROPOSED 8" WATER LINE MINIMUM 1' CLEARANCE BETWEEN STORM PIPE AND WATER LINE 2 2 25 0 0 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 01/14/2025 JURISDICTIONAL COMMENTS PD KK 01/28/2025 CITY OF WINTER SPRINGS COMMENTS LS/PD KK/KM 01/28/2025 DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H: \ 2 0 2 4 \ F L A 2 4 0 1 6 2 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ P - C I V L - O C D S - F L A 2 4 0 1 6 2 . 0 0 - 0 A - - - - - > L A Y O U T : C - 9 0 3 - D R A I N A G E D E T A I L S KK THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: FLA240162.00-0A PD KK 12/23/2024 P-CIVL-OCDS PROP. SITE PLAN DOCUMENTS SUTTON CROSSINGS PROPOSED RETAIL STRIP AND DAYCARE CENTER E SR 434 & MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 CITY OF WINTER SPRINGS ISSUED FOR MUNICIPAL & AGENCY REVIEW & APPROVAL 600 N. WESTSHORE BLVD. SUITE 950 TAMPA, FLORIDA 33609 Phone:(813) 812-4100 Fax:(813) 812-4101 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S BO H L E R F e b 1 1 , 2 0 2 5 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY KYLE STEVEN MOREL, PE, ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. C-903 DRAINAGE DEATILS PROJECT INFORMATION ENGINEERED PRODUCT MANAGER ADS SALES REP PROJECT NO.Advanced Drainage Systems, Inc. SUTTON CROSSINGS WINTER SPRINGS, FL, USA SC-310 STORMTECH CHAMBER SPECIFICATIONS 1.CHAMBERS SHALL BE STORMTECH SC-310. 2. CHAMBERS SHALL BE ARCH-SHAPED AND SHALL BE MANUFACTURED FROM VIRGIN, IMPACT-MODIFIED POLYPROPYLENE OR POLYETHYLENE COPOLYMERS. 3. CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2922 (POLETHYLENE) OR ASTM F2418 (POLYPROPYLENE), "STANDARD SPECIFICATION FOR CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 4. CHAMBER ROWS SHALL PROVIDE CONTINUOUS, UNOBSTRUCTED INTERNAL SPACE WITH NO INTERNAL SUPPORTS THAT WOULD IMPEDE FLOW OR LIMIT ACCESS FOR INSPECTION. 5. THE STRUCTURAL DESIGN OF THE CHAMBERS, THE STRUCTURAL BACKFILL, AND THE INSTALLATION REQUIREMENTS SHALL ENSURE THAT THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 12.12, ARE MET FOR: 1) LONG-DURATION DEAD LOADS AND 2) SHORT-DURATION LIVE LOADS, BASED ON THE AASHTO DESIGN TRUCK WITH CONSIDERATION FOR IMPACT AND MULTIPLE VEHICLE PRESENCES. 6. CHAMBERS SHALL BE DESIGNED, TESTED AND ALLOWABLE LOAD CONFIGURATIONS DETERMINED IN ACCORDANCE WITH ASTM F2787, "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". LOAD CONFIGURATIONS SHALL INCLUDE: 1) INSTANTANEOUS (<1 MIN) AASHTO DESIGN TRUCK LIVE LOAD ON MINIMUM COVER 2) MAXIMUM PERMANENT (75-YR) COVER LOAD AND 3) ALLOWABLE COVER WITH PARKED (1-WEEK) AASHTO DESIGN TRUCK. 7.REQUIREMENTS FOR HANDLING AND INSTALLATION: · TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS. · TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 2”. · TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT SHALL BE GREATER THAN OR EQUAL TO 400 LBS/FT/%. THE ASC IS DEFINED IN SECTION 6.2.8 OF ASTM F2418. AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73° F / 23° C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW COLORS. 8. ONLY CHAMBERS THAT ARE APPROVED BY THE SITE DESIGN ENGINEER WILL BE ALLOWED. UPON REQUEST BY THE SITE DESIGN ENGINEER OR OWNER, THE CHAMBER MANUFACTURER SHALL SUBMIT A STRUCTURAL EVALUATION FOR APPROVAL BEFORE DELIVERING CHAMBERS TO THE PROJECT SITE AS FOLLOWS: · THE STRUCTURAL EVALUATION SHALL BE SEALED BY A REGISTERED PROFESSIONAL ENGINEER. · THE STRUCTURAL EVALUATION SHALL DEMONSTRATE THAT THE SAFETY FACTORS ARE GREATER THAN OR EQUAL TO 1.95 FOR DEAD LOAD AND 1.75 FOR LIVE LOAD, THE MINIMUM REQUIRED BY ASTM F2787 AND BY SECTIONS 3 AND 12.12 OF THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS FOR THERMOPLASTIC PIPE. · THE TEST DERIVED CREEP MODULUS AS SPECIFIED IN ASTM F2922 SHALL BE USED FOR PERMANENT DEAD LOAD DESIGN EXCEPT THAT IT SHALL BE THE 75-YEAR MODULUS USED FOR DESIGN. 9. CHAMBERS AND END CAPS SHALL BE PRODUCED AT AN ISO 9001 CERTIFIED MANUFACTURING FACILITY. IMPORTANT - NOTES FOR THE BIDDING AND INSTALLATION OF THE SC-310 SYSTEM 1.STORMTECH SC-310 CHAMBERS SHALL NOT BE INSTALLED UNTIL THE MANUFACTURER'S REPRESENTATIVE HAS COMPLETED A PRE-CONSTRUCTION MEETING WITH THE INSTALLERS. 2.STORMTECH SC-310 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION GUIDE". 3. CHAMBERS ARE NOT TO BE BACKFILLED WITH A DOZER OR AN EXCAVATOR SITUATED OVER THE CHAMBERS. STORMTECH RECOMMENDS 3 BACKFILL METHODS: · STONESHOOTER LOCATED OFF THE CHAMBER BED. · BACKFILL AS ROWS ARE BUILT USING AN EXCAVATOR ON THE FOUNDATION STONE OR SUBGRADE. · BACKFILL FROM OUTSIDE THE EXCAVATION USING A LONG BOOM HOE OR EXCAVATOR. 4. THE FOUNDATION STONE SHALL BE LEVELED AND COMPACTED PRIOR TO PLACING CHAMBERS. 5. JOINTS BETWEEN CHAMBERS SHALL BE PROPERLY SEATED PRIOR TO PLACING STONE. 6. MAINTAIN MINIMUM - 6" (150 mm) SPACING BETWEEN THE CHAMBER ROWS. 7. EMBEDMENT STONE SURROUNDING CHAMBERS MUST BE A CLEAN, CRUSHED, ANGULAR STONE 3/4-2" (20-50 mm). 8. THE CONTRACTOR MUST REPORT ANY DISCREPANCIES WITH CHAMBER FOUNDATION MATERIALS BEARING CAPACITIES TO THE SITE DESIGN ENGINEER. 9. ADS RECOMMENDS THE USE OF "FLEXSTORM CATCH IT" INSERTS DURING CONSTRUCTION FOR ALL INLETS TO PROTECT THE SUBSURFACE STORMWATER MANAGEMENT SYSTEM FROM CONSTRUCTION SITE RUNOFF. NOTES FOR CONSTRUCTION EQUIPMENT 1.STORMTECH SC-310 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION GUIDE". 2. THE USE OF CONSTRUCTION EQUIPMENT OVER SC-310 & SC-740 CHAMBERS IS LIMITED: · NO EQUIPMENT IS ALLOWED ON BARE CHAMBERS. · NO RUBBER TIRED LOADERS, DUMP TRUCKS, OR EXCAVATORS ARE ALLOWED UNTIL PROPER FILL DEPTHS ARE REACHED IN ACCORDANCE WITH THE "STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION GUIDE". · WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT CAN BE FOUND IN THE "STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION GUIDE". 3. FULL 36" (900 mm) OF STABILIZED COVER MATERIALS OVER THE CHAMBERS IS REQUIRED FOR DUMP TRUCK TRAVEL OR DUMPING. USE OF A DOZER TO PUSH EMBEDMENT STONE BETWEEN THE ROWS OF CHAMBERS MAY CAUSE DAMAGE TO THE CHAMBERS AND IS NOT AN ACCEPTABLE BACKFILL METHOD. ANY CHAMBERS DAMAGED BY THE "DUMP AND PUSH" METHOD ARE NOT COVERED UNDER THE STORMTECH STANDARD WARRANTY. CONTACT STORMTECH AT 1-888-892-2694 WITH ANY QUESTIONS ON INSTALLATION REQUIREMENTS OR WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT. ©2024 ADS, INC. 46 4 0 T R U E M A N B L V D HI L L I A R D , O H 4 3 0 2 6 1- 8 0 0 - 7 3 3 - 7 4 7 3 St o r m T e c h 88 8 - 8 9 2 - 2 6 9 4 | W W W . S T O R M T E C H . C O M ® Ch a m b e r S y s t e m DA T E D R W C H K DE S C R I P T I O N DA T E : PR O J E C T # : SU T T O N C R O S S I N G S WI N T E R S P R I N G S , F L , U S A DR A W N : E H CH E C K E D : N / A TH I S D R A W I N G H A S B E E N P R E P A R E D B A S E D O N I N F O R M A T I O N P R O V I D E D T O A D S U N D E R T H E D I R E C T I O N O F T H E S I T E D E S I G N E N G I N E E R O R O T H E R P R O J E C T R E P R E S E N T A T I V E . T H E S I T E D E S I G N E N G I N E E R S H A L L R E V I E W T H I S D R A W I N G P R I O R T O C O N S T R U C T I O N . I T I S T H E U L T I M A T E RE S P O N S I B I L I T Y O F T H E S I T E D E S I G N E N G I N E E R T O E N S U R E T H A T T H E P R O D U C T ( S ) D E P I C T E D A N D A L L A S S O C I A T E D D E T A I L S M E E T A L L A P P L I C A B L E L A W S , R E G U L A T I O N S , A N D P R O J E C T R E Q U I R E M E N T S . ACCEPTABLE FILL MATERIALS: STORMTECH SC-310 CHAMBER SYSTEMS MATERIAL LOCATION D FINAL FILL: FILL MATERIAL FOR LAYER 'D' STARTS FROM THE TOP OF THE 'C' LAYER TO THE BOTTOM OF FLEXIBLE PAVEMENT OR UNPAVED FINISHED GRADE ABOVE. NOTE THAT PAVEMENT SUBBASE MAY BE PART OF THE 'D' LAYER. C INITIAL FILL: FILL MATERIAL FOR LAYER 'C' STARTS FROM THE TOP OF THE EMBEDMENT STONE ('B' LAYER) TO 18" (450 mm) ABOVE THE TOP OF THE CHAMBER. NOTE THAT PAVEMENT SUBBASE MAY BE A PART OF THE 'C' LAYER. B A EMBEDMENT STONE: FILL SURROUNDING THE CHAMBERS FROM THE FOUNDATION STONE ('A' LAYER) TO THE 'C' LAYER ABOVE. FOUNDATION STONE: FILL BELOW CHAMBERS FROM THE SUBGRADE UP TO THE FOOT (BOTTOM) OF THE CHAMBER. DESCRIPTION ANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PER ENGINEER'S PLANS. CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS. GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES, <35% FINES OR PROCESSED AGGREGATE. MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF THIS LAYER. CLEAN, CRUSHED, ANGULAR STONE OR RECYCLED CONCRETE5 CLEAN, CRUSHED, ANGULAR STONE OR RECYCLED CONCRETE5 AASHTO MATERIAL CLASSIFICATIONS N/A AASHTO M145¹ A-1, A-2-4, A-3 OR AASHTO M43¹ 3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89, 9, 10 AASHTO M43¹ 3, 357, 4, 467, 5, 56, 57 AASHTO M43¹ 3, 357, 4, 467, 5, 56, 57 COMPACTION / DENSITY REQUIREMENT PREPARE PER SITE DESIGN ENGINEER'S PLANS. PAVED INSTALLATIONS MAY HAVE STRINGENT MATERIAL AND PREPARATION REQUIREMENTS. BEGIN COMPACTIONS AFTER 12" (300 mm) OF MATERIAL OVER THE CHAMBERS IS REACHED. COMPACT ADDITIONAL LAYERS IN 6" (150 mm) MAX LIFTS TO A MIN. 95% PROCTOR DENSITY FOR WELL GRADED MATERIAL AND 95% RELATIVE DENSITY FOR PROCESSED AGGREGATE MATERIALS. ROLLER GROSS VEHICLE WEIGHT NOT TO EXCEED 12,000 lbs (53 kN). DYNAMIC FORCE NOT TO EXCEED 20,000 lbs (89 kN). NO COMPACTION REQUIRED. PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFACE.2,3 PLEASE NOTE: 1. THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: "CLEAN, CRUSHED, ANGULAR NO. 4 (AASHTO M43) STONE". 2. STORMTECH COMPACTION REQUIREMENTS ARE MET FOR 'A' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 6" (150 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR. 3. WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR COMPACTION REQUIREMENTS. 4. ONCE LAYER 'C' IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER 'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER 'C' OR 'D' AT THE SITE DESIGN ENGINEER'S DISCRETION. 5. WHERE RECYCLED CONCRETE AGGREGATE IS USED IN LAYERS 'A' OR 'B' THE MATERIAL SHOULD ALSO MEET THE ACCEPTABILITY CRITERIA OUTLINED IN TECHNICAL NOTE 6.20 "RECYCLED CONCRETE STRUCTURAL BACKFILL". ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALL AROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS PAVEMENT LAYER (DESIGNED BY SITE DESIGN ENGINEER) PERIMETER STONE (SEE NOTE 5) EXCAVATION WALL (CAN BE SLOPED OR VERTICAL) D C B A 12" (300 mm) MIN SC-310 END CAP SUBGRADE SOILS (SEE NOTE 4) 6" (150 mm) MIN 34" (865 mm) *TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVED INSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR, INCREASE COVER TO 24" (600 mm). 6" (150 mm) MIN 8'18" (450 mm) MIN* 16" (405 mm)**THIS CROSS SECTION DETAIL REPRESENTS MINIMUM REQUIREMENTS FOR INSTALLATION. PLEASE SEE THE LAYOUT SHEET(S) FOR PROJECT SPECIFIC REQUIREMENTS. DEPTH OF STONE TO BE DETERMINED BY SITE DESIGN ENGINEER 6" (150 mm) MIN 12" (300 mm) TYP (2.4 m) MAX NOTES: 1. CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2922 (POLETHYLENE) OR ASTM F2418 (POLYPROPYLENE), "STANDARD SPECIFICATION FOR CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 2. SC-310 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 3. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS. 4. PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS. 5. REQUIREMENTS FOR HANDLING AND INSTALLATION: · TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS. · TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 2”. · TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT SHALL BE GREATER THAN OR EQUAL TO 400 LBS/FT/%. THE ASC IS DEFINED IN SECTION 6.2.8 OF ASTM F2418. AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73° F / 23° C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW COLORS. SHEET 5 OF 8 46 4 0 T R U E M A N B L V D HI L L I A R D , O H 4 3 0 2 6 1- 8 0 0 - 7 3 3 - 7 4 7 3 St o r m T e c h 88 8 - 8 9 2 - 2 6 9 4 | W W W . S T O R M T E C H . C O M ® Ch a m b e r S y s t e m DA T E D R W C H K DE S C R I P T I O N DA T E : PR O J E C T # : SU T T O N C R O S S I N G S WI N T E R S P R I N G S , F L , U S A DR A W N : E H CH E C K E D : N / A TH I S D R A W I N G H A S B E E N P R E P A R E D B A S E D O N I N F O R M A T I O N P R O V I D E D T O A D S U N D E R T H E D I R E C T I O N O F T H E S I T E D E S I G N E N G I N E E R O R O T H E R P R O J E C T R E P R E S E N T A T I V E . T H E S I T E D E S I G N E N G I N E E R S H A L L R E V I E W T H I S D R A W I N G P R I O R T O C O N S T R U C T I O N . I T I S T H E U L T I M A T E RE S P O N S I B I L I T Y O F T H E S I T E D E S I G N E N G I N E E R T O E N S U R E T H A T T H E P R O D U C T ( S ) D E P I C T E D A N D A L L A S S O C I A T E D D E T A I L S M E E T A L L A P P L I C A B L E L A W S , R E G U L A T I O N S , A N D P R O J E C T R E Q U I R E M E N T S . INSTALL FLAMP ON 12" (300 mm) ACCESS PIPE PART#: SC31012RAMP STORMTECH HIGHLY RECOMMENDS FLEXSTORM INSERTS IN ANY UPSTREAM STRUCTURES WITH OPEN GRATES OPTIONAL INSPECTION PORT SC-310 CHAMBER ELEVATED BYPASS MANIFOLD SC-310 END CAP SUMP DEPTH TBD BY SITE DESIGN ENGINEER NYLOPLAST (24" [600 mm] MIN RECOMMENDED) 12" (300 mm) HDPE ACCESS PIPE REQUIRED USE EZ END CAP PART #: SC310ECEZ SC-310 ISOLATOR ROW PLUS DETAIL NTS ONE LAYER OF ADSPLUS625 WOVEN GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS 4' (1.2 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS INSPECTION & MAINTENANCE STEP 1) INSPECT ISOLATOR ROW PLUS FOR SEDIMENT A. INSPECTION PORTS (IF PRESENT) A.1. REMOVE/OPEN LID ON NYLOPLAST INLINE DRAIN A.2. REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED A.3. USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOG A.4. LOWER A CAMERA INTO ISOLATOR ROW PLUS FOR VISUAL INSPECTION OF SEDIMENT LEVELS (OPTIONAL) A.5. IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. B. ALL ISOLATOR PLUS ROWS B.1. REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW PLUS B.2. USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW PLUS THROUGH OUTLET PIPE i) MIRRORS ON POLES OR CAMERAS MAY BE USED TO AVOID A CONFINED SPACE ENTRY ii) FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLE B.3. IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. STEP 2) CLEAN OUT ISOLATOR ROW PLUS USING THE JETVAC PROCESS A. A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45" (1.1 m) OR MORE IS PREFERRED B. APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEAN C. VACUUM STRUCTURE SUMP AS REQUIRED STEP 3) REPLACE ALL COVERS, GRATES, FILTERS, AND LIDS; RECORD OBSERVATIONS AND ACTIONS. STEP 4) INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM. NOTES 1. INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS. 2. CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY. SHEET 6 OF 8 SC-310 TECHNICAL SPECIFICATION NTS 90.7" (2304 mm) ACTUAL LENGTH 85.4" (2169 mm) INSTALLED LENGTH BUILD ROW IN THIS DIRECTION START END OVERLAP NEXT CHAMBER HERE (OVER SMALL CORRUGATION) 15.6"16.0" (396 mm) 9.9" (251 mm) 34.0" (864 mm) (406 mm) NOMINAL CHAMBER SPECIFICATIONS SIZE (W X H X INSTALLED LENGTH) CHAMBER STORAGE MINIMUM INSTALLED STORAGE* WEIGHT 34.0" X 16.0" X 85.4" (864 mm X 406 mm X 2169 mm) 14.7 CUBIC FEET (0.42 m³) 31.0 CUBIC FEET 35.0 lbs. *ASSUMES 6" (152 mm) ABOVE, BELOW, AND BETWEEN CHAMBERS A A (0.88 m³) (16.8 kg) B C PRE-FAB STUB AT BOTTOM OF END CAP WITH FLAMP END WITH "BR" PRE-FAB STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B" PRE-FAB STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T" PRE CORED END CAPS END WITH "PC" PART # SC310EPE06T / SC310EPE06TPC SC310EPE06B / SC310EPE06BPC SC310EPE08T / SC310EPE08TPC SC310EPE08B / SC310EPE08BPC SC310EPE10T / SC310EPE10TPC SC310EPE10B / SC310EPE10BPC SC310ECEZ* STUB 6" (150 mm) 8" (200 mm) 10" (250 mm) 12" (300 mm) A 9.6" (244 mm) 11.9" (302 mm) 12.7" (323 mm) 13.5" (343 mm) B 5.8" (147 mm) --- 3.5" (89 mm) --- 1.4" (36 mm) --- --- C --- 0.5" (13 mm) --- 0.6" (15 mm) --- 0.7" (18 mm) 0.9" (23 mm) ALL STUBS, EXCEPT FOR THE SC310ECEZ ARE PLACED AT BOTTOM OF END CAP SUCH THAT THE OUTSIDE DIAMETER OF THE STUB IS FLUSH WITH THE BOTTOM OF THE END CAP. FOR ADDITIONAL INFORMATION CONTACT STORMTECH AT 1-888-892-2694. * FOR THE SC310ECEZ THE 12" (300 mm) STUB LIES BELOW THE BOTTOM OF THE END CAP APPROXIMATELY 0.25" (6 mm). BACKFILL MATERIAL SHOULD BE REMOVED FROM BELOW THE N-12 STUB SO THAT THE FITTING SITS LEVEL. NOTE: ALL DIMENSIONS ARE NOMINAL NYLOPLAST DRAIN BASIN NTS INTEGRATED DUCTILE IRON FRAME & GRATE/SOLID TO MATCH BASIN O.D. 18" (457 mm) MIN WIDTH AASHTO H-20 CONCRETE SLAB 8" (203 mm) MIN THICKNESS 12" (610 mm) MIN (FOR AASHTO H-20) INVERT ACCORDING TO PLANS/TAKE OFF TRAFFIC LOADS: CONCRETE DIMENSIONS ARE FOR GUIDELINE PUPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED GIVING CONSIDERATION FOR LOCAL SOIL CONDITIONS, TRAFFIC LOADING & OTHER APPLICABLE DESIGN FACTORS ADAPTER ANGLES VARIABLE 0°- 360° ACCORDING TO PLANS VARIABLE SUMP DEPTH ACCORDING TO PLANS [6" (152 mm) MIN ON 8-24" (200-600 mm), 10" (254 mm) MIN ON 30" (750 mm)] VARIOUS TYPES OF INLET AND OUTLET ADAPTERS AVAILABLE: 4-30" (100-750 mm) FOR CORRUGATED HDPE WATERTIGHT JOINT (CORRUGATED HDPE SHOWN)A 4" (102 mm) MIN ON 8-24" (200-600 mm) 6" (152 mm) MIN ON 30" (750 mm) BACKFILL MATERIAL BELOW AND TO SIDES OF STRUCTURE SHALL BE ASTM D2321 CLASS I OR II CRUSHED STONE OR GRAVEL AND BE PLACED UNIFORMLY IN 12" (305 mm) LIFTS AND COMPACTED TO MIN OF 90% NOTES 1. 8-30" (200-750 mm) GRATES/SOLID COVERS SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05 2. 12-30" (300-750 mm) FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05 3. DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS 4. DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS & HANCOR DUAL WALL) & SDR 35 PVC 5. FOR COMPLETE DESIGN AND PRODUCT INFORMATION: WWW.NYLOPLAST-US.COM 6. TO ORDER CALL: 800-821-6710 A 8" (200 mm) 10" (250 mm) 12" (300 mm) 15" (375 mm) 18" (450 mm) 24" (600 mm) 30" (750 mm) PART # 2808AG 2810AG 2812AG 2815AG 2818AG 2824AG 2830AG GRATE/SOLID COVER OPTIONS PEDESTRIAN LIGHT DUTY PEDESTRIAN LIGHT DUTY PEDESTRIAN AASHTO H-10 PEDESTRIAN AASHTO H-10 PEDESTRIAN AASHTO H-10 PEDESTRIAN AASHTO H-10 PEDESTRIAN AASHTO H-20 STANDARD LIGHT DUTY STANDARD LIGHT DUTY STANDARD AASHTO H-20 STANDARD AASHTO H-20 STANDARD AASHTO H-20 STANDARD AASHTO H-20 STANDARD AASHTO H-20 SOLID LIGHT DUTY SOLID LIGHT DUTY SOLID AASHTO H-20 SOLID AASHTO H-20 SOLID AASHTO H-20 SOLID AASHTO H-20 SOLID AASHTO H-20 SHEET 8 OF 8 46 4 0 T R U E M A N B L V D HI L L I A R D , O H 4 3 0 2 6 1- 8 0 0 - 7 3 3 - 7 4 7 3 Ny l o p l a s t 77 0 - 9 3 2 - 2 4 4 3 | W W W . N Y L O P L A S T - U S . C O M ® DA T E : DA T E D R W C H K DE S C R I P T I O N PR O J E C T # : SU T T O N C R O S S I N G S WI N T E R S P R I N G S , F L , U S A DR A W N : E H CH E C K E D : N / A TH I S D R A W I N G H A S B E E N P R E P A R E D B A S E D O N I N F O R M A T I O N P R O V I D E D T O A D S U N D E R T H E D I R E C T I O N O F T H E S I T E D E S I G N E N G I N E E R O R O T H E R P R O J E C T R E P R E S E N T A T I V E . T H E S I T E D E S I G N E N G I N E E R S H A L L R E V I E W T H I S D R A W I N G P R I O R T O C O N S T R U C T I O N . I T I S T H E U L T I M A T E RE S P O N S I B I L I T Y O F T H E S I T E D E S I G N E N G I N E E R T O E N S U R E T H A T T H E P R O D U C T ( S ) D E P I C T E D A N D A L L A S S O C I A T E D D E T A I L S M E E T A L L A P P L I C A B L E L A W S , R E G U L A T I O N S , A N D P R O J E C T R E Q U I R E M E N T S . OPERATION AND MAINTENANCE PLAN FOR STORMTECH CHAMBER 25 0 1 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 01/14/2025 JURISDICTIONAL COMMENTS PD KK 01/28/2025 CITY OF WINTER SPRINGS COMMENTS LS/PD KK/KM 01/28/2025 DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H: \ 2 0 2 4 \ F L A 2 4 0 1 6 2 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ P - C I V L - O C D S - F L A 2 4 0 1 6 2 . 0 0 - 0 A - - - - - > L A Y O U T : C - 9 0 4 - U T I L I T Y D E T A I L S KK THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: FLA240162.00-0A PD KK 12/23/2024 P-CIVL-OCDS PROP. SITE PLAN DOCUMENTS SUTTON CROSSINGS PROPOSED RETAIL STRIP AND DAYCARE CENTER E SR 434 & MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 CITY OF WINTER SPRINGS ISSUED FOR MUNICIPAL & AGENCY REVIEW & APPROVAL 600 N. WESTSHORE BLVD. SUITE 950 TAMPA, FLORIDA 33609 Phone:(813) 812-4100 Fax:(813) 812-4101 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S BO H L E R F e b 1 1 , 2 0 2 5 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY KYLE STEVEN MOREL, PE, ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. C-904 CITY OF WINTER SPRINGS UTILITY DETAILS POTABLE WATER SERVICE SINGLE "DOWNSTREAM" LOT LINE AS REQUIRED "Y" BRANCH WITH SPUR 30° CURVE 6"X 4' DOUBLE WYE WITH 6" CLEAN OUT INSTALLED TO 3' ABOVE GROUND SURFACE SEWER MAIN SIZE VARIES Clean Out is to be placed at ground level after TV inspection & acceptance by the utility department. 3' MIN. GROUND LEVEL 6" MINIMUM NOTE: SEWER MAIN SIZE VARIES SERVICE CONNECTION DETAILS SHOWN IS FOR A DOUBLE PVC SERVICE A SINGLE WYE WOULD BE USED FOR A SINGLE SERVICE 5' M A X 3' M I N 25 0 2 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 01/14/2025 JURISDICTIONAL COMMENTS PD KK 01/28/2025 CITY OF WINTER SPRINGS COMMENTS LS/PD KK/KM 01/28/2025 DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H: \ 2 0 2 4 \ F L A 2 4 0 1 6 2 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ P - C I V L - O C D S - F L A 2 4 0 1 6 2 . 0 0 - 0 A - - - - - > L A Y O U T : C - 9 0 5 - U T I L I T Y D E T A I L S KK THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: FLA240162.00-0A PD KK 12/23/2024 P-CIVL-OCDS PROP. SITE PLAN DOCUMENTS SUTTON CROSSINGS PROPOSED RETAIL STRIP AND DAYCARE CENTER E SR 434 & MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 CITY OF WINTER SPRINGS ISSUED FOR MUNICIPAL & AGENCY REVIEW & APPROVAL 600 N. WESTSHORE BLVD. SUITE 950 TAMPA, FLORIDA 33609 Phone:(813) 812-4100 Fax:(813) 812-4101 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S BO H L E R F e b 1 1 , 2 0 2 5 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY KYLE STEVEN MOREL, PE, ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. C-905 CITY OF WINTER SPRINGS UTILITY DETAILS 25 0 3 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 01/14/2025 JURISDICTIONAL COMMENTS PD KK 01/28/2025 CITY OF WINTER SPRINGS COMMENTS LS/PD KK/KM 01/28/2025 DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H: \ 2 0 2 4 \ F L A 2 4 0 1 6 2 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ P - C I V L - O C D S - F L A 2 4 0 1 6 2 . 0 0 - 0 A - - - - - > L A Y O U T : C - 9 0 6 - U T I L I T Y D E T A I L S KK THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: FLA240162.00-0A PD KK 12/23/2024 P-CIVL-OCDS PROP. SITE PLAN DOCUMENTS SUTTON CROSSINGS PROPOSED RETAIL STRIP AND DAYCARE CENTER E SR 434 & MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 CITY OF WINTER SPRINGS ISSUED FOR MUNICIPAL & AGENCY REVIEW & APPROVAL 600 N. WESTSHORE BLVD. SUITE 950 TAMPA, FLORIDA 33609 Phone:(813) 812-4100 Fax:(813) 812-4101 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S BO H L E R F e b 1 1 , 2 0 2 5 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY KYLE STEVEN MOREL, PE, ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. C-906 CITY OF WINTER SPRINGS UTILITY DETAILS NOTES: 1.BY-PASS METER ASSEMBLY SHALL BE REQUIRED ON MONITORED FIRE SPRINKLER PROTECTION SYSTEMS. 2.THREE (3) INCH DIAMETER AND GREATER METER AND BACKFLOW ASSEMBLIES SHALL MEET REQUIREMENTS SET BY SEMINOLE COUNTY CROSS-CONNECTION CONTROL ORDINANCE 270.11, OR LATEST EDITION. 3.THE OWNER/CUSTOMER, AT HIS OR HER OWN EXPENSE, SHALL INSTALL, OPERATE, TEST, AND MAINTAIN APPROVED BACKFLOW PREVENTION ASSEMBLIES, AS DIRECTED BY SEMINOLE COUNTY ENVIRONMENTAL SERVICES. 4.ALL PIPE AND FITTINGS, LABOR, AND APPURTENANCES SHALL BE SUPPLIED AND INSTALLED BY THE CONTRACTOR. 5.THREE (3) INCH DIAMETER AND GREATER ABOVE GRADE PIPE AND FITTINGS SHALL BE FLANGED DUCTILE IRON WITH 316 S.S. HARDWARE. BELOW GRADE FITTINGS SHALL BE RESTRAINED MECHANICAL JOINTS. 6.THREE (3) INCH DIAMETER AND GREATER FIRE LINES SHALL BE DUCTILE IRON PIPE FROM THE CONNECTION TO THE MAIN TO THE ASSEMBLE IF BOTH ARE LOCATED ON THE SAME SIDE OF THE STREET. 7.THE CHECK VALVE ASSEMBLY, VALVES, PIPING, BYPASS METER AND DOUBLE CHECK SHALL BE COATED IN ACCORDANCE TO THE SEMINOLE COUNTY UTILITY ENGINEERING MANUAL.. 8.BYPASS METER AND BACKFLOW PREVENTER SHALL BE ASSEMBLED WITH APPROPRIATE FITTINGS TO ALLOW REMOVAL AND RE-INSTALLATION. 9.POST INDICATOR VALVE SHALL BE INSTALLED UPSTREAM OF DOUBLE DETECTOR CHECK VALVE ASSEMBLY AND DOWNSTREAM OF ALL OTHER POTABLE WATER CONNECTIONS. 10.CONCRETE PAD SHALL EXTEND 18 INCHES OUT FROM OUTSIDE EDGE OF ABOVE GRADE PIPING, ALL AROUND, AND SHALL BE A CONTINUOUS MONOLITHIC POUR, REINFORCED WITH 6"x6" W1.4xW1.4 WWF OR FIBER-MESH. 11.TAMPER SWITCHES SHALL BE INSTALLED PER AND INSPECTED BY FIRE DEPARTMENT. ABOVE GRADE VALVES SHALL BE RESILIENT WEDGE, NON-RISING STEM, OS & Y GATE VALVES UNLESS OTHERWISE SPECIFIED 1/2" EXPANSION JOINT FILLER MATERIAL IN ANNULAR SPACE BETWEEN PIPE AND SLAB (TYP) 90° BEND OR TEE SECTION PLAN BYPASS LINE WITH WATER METER FOR 3" OR LARGER ASSEMBLIES PROVIDE ADJUSTABLE PIPE SUPPORTS, REF. DETAIL 113 DOUBLE CHECK ASSEMBLY12 " T O 18 " 36 " M I N CO V E R POST INDICATOR VALVE, POINT OF CONNECTION (SEE NOTE 9) 18 " M I N 18" MIN 18 " M I N 18" MIN BYPASS LINE WITH WATER METER DOUBLE CHECK ASSEMBLY 4" CONCRETE PAD W/ 6x6 W1.4 x W1.4 WWF OR FIBER MESH TO MEET FIRE DEPARTMENT STANDARDS TO MEET ENVIRONMENTAL SERVICES STANDARDS POST INDICATOR VALVE, POINT OF CONNECTION (SEE NOTE 9) 4" CONCRETE PAD W/ 6x6 W1.4 x W1.4 WWF OR FIBER MESH 36" MAX LOCATE WIRE, RUN UP PIPE MIN. 1' PAST SLAB FREEZE RELIEF VALVE INSTALLED PER FIRE DEPARTMENT REQUIREMENTS FDC W/ CHECK VALVE AT FIRE DEPARTMENT APPROVAL FDC W/ CHECK VALVE AT FIRE DEPARTMENT APPROVAL SEMINOLE COUNTY ENVIRONMENTAL SERVICES - UTILITY ENGINEERING DIVISION DOUBLE DETECTOR CHECK VALVE ASSEMBLY POTABLE & RECLAIM MAIN WET TAP 05/18/21 204 DATE: FIGURE: SEMINOLE COUNTY ENVIRONMENTAL SERVICES - UTILITY ENGINEERING DIVISION 05/18/21 204 PLAN STAINLESS STEEL TAPPING SLEEVE NEW POTABLE OR RECLAIMED MAIN RESTRAINED MECHANICAL JOINT SECTION STAINLESS STEEL TAPPING SLEEVE EXISTING POTABLE OR RECLAIMED MAIN #10 COPPER WIRE (CONTINUOUS) LOCATING TAPE RESILIENT WEDGE TAPPING VALVE NPT TESTING PORT W/ PLUG NEW POTABLE OR RECLAIMED MAIN RESTRAINED MECHANICAL JOINT 6" FDOT #57 STONE BEDDING BOX SHALL REST ON BEDDING AND NOT ON VALVE OR PIPE AND SHALL BE CENTERED ON NUT VALVE BOX, REF. DETAIL 112 COLOR CODED MARKER BALL GRADE NPT TESTING PORT W/ PLUG EXISTING POTABLE OR RECLAIMED MAIN RESILIENT WEDGE TAPPING VALVE NOTES: 1.THIS DETAIL IS INCOMPLETE WITHOUT ACCOMPANYING DETAIL 111 AND 112. 2.TAPPING SLEEVE AND VALVE SHALL BE INSTALLED AND TESTED UNDER WITNESS OF A REPRESENTATIVE FROM SEMINOLE COUNTY UTILITY ENGINEERING DIVISION. 3.TAPPING SLEEVE SHALL BE INSTALLED TO EXISTING MAIN PER MANUFACTURES INSTRUCTIONS, ALL HARDWARE TO BE TORQUED TO MANUFACTURES SPECIFICATIONS. 4.TAPPING SLEEVE AND VALVE SHALL BE PRESSURE TESTED IN ACCORDANCE TO THE UTILITY ENGINEERING MANUAL (150 PSI FOR 15 MINUTES FOR POTABLE AND RECLAIM WATER MAINS) PRIOR TO TAPPING EXISTING MAIN. 5.VALVE EXTENSION STEM REQUIRED IF TOP OF VALVE OPERATING NUT IS GREATER THAN 3' FROM FINISHED GRADE. 6.REF. STANDARD DETAIL 109 - PIPE MATERIAL LOCATION FOR FULL MATERIAL LOCATION REQUIREMENTS. TAPPING SLEEVE TO BE A MINIMUM OF 3' FROM EXISTING BELL JOINTS, FITTINGS, OR VALVES. DATE: FIGURE: 05/18/21 204 DATE: FIGURE: SEMINOLE COUNTY ENVIRONMENTAL SERVICES - UTILITY ENGINEERING DIVISION EXISTING ROADWAY OPEN CUT 05/18/21 102 NOTES: 1.MILL AND RESURFACING REQUIREMENTS PER SEMINOLE COUNTY PUBLIC WORKS REQUIREMENTS OR WHICH EVER GOVERNING MUNICIPALITY. 2.BACKFILL SHALL BE PLACED IN 6" LAYERS FROM BENEATH THE HAUNCHES OF THE PIPE TO THE BASE AND COMPACTED TO 98% DENSITY PER AASHTO T-180 MODIFIED PROCTER. 3.BASE MATERIALS SHALL BE PLACED IN TWO OR THREE LAYERS ROLLED AND TAMPED TO ABOVE SPECIFIED DENSITY. 4.PARTIAL LANE REPLACEMENT SHALL HAVE FULL LANE WIDTH MILLED AND RESURFACED. 5.REF. DETAIL 104 FOR PIPE RESTRAINT REQUIREMENTS. 12"VARIES 12" TRENCH WIDTH (W)1.5'1.5' TRENCH WIDTH (W) + 4' SURFACE REPLACEMENT 2T 12 " M I N 3' M I N MILL AND RESURFACE (SEE NOTE 1) REPLACEMENT BASE MATERIAL SHALL BE LIMEROCK OR PUG MIX TRENCH WALL UTILITY PIPE SURFACE REPLACEMENT SHALL BE CONSISTENT WITH EXISTING MATERIAL AND OF EQUAL THICKNESS BUT IN NO CASE LESS THAN 2" TOTAL THICKNESS. ALL JOINTS SHALL BE MECHANICALLY SAW-CUT EXISTING ASPHALTIC CONCRETE SURFACE TH I C K N E S S O F E X I S T I N G AS P H A L T A N D B A S E ( T ) REF. DETAIL 101 FOR APPROPRIATE BEDDING TYPE COMPACTED BACKFILL (SEE NOTE 2) 25 0 4 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 01/14/2025 JURISDICTIONAL COMMENTS PD KK 01/28/2025 CITY OF WINTER SPRINGS COMMENTS LS/PD KK/KM 01/28/2025 DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H: \ 2 0 2 4 \ F L A 2 4 0 1 6 2 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ P - C I V L - O C D S - F L A 2 4 0 1 6 2 . 0 0 - 0 A - - - - - > L A Y O U T : C - 9 0 7 - F D O T S T A N D A R D D E T A I L S KK THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: FLA240162.00-0A PD KK 12/23/2024 P-CIVL-OCDS PROP. SITE PLAN DOCUMENTS SUTTON CROSSINGS PROPOSED RETAIL STRIP AND DAYCARE CENTER E SR 434 & MICHAEL BLAKE BLVD. WINTER SPRINGS, FL 32708 CITY OF WINTER SPRINGS ISSUED FOR MUNICIPAL & AGENCY REVIEW & APPROVAL 600 N. WESTSHORE BLVD. SUITE 950 TAMPA, FLORIDA 33609 Phone:(813) 812-4100 Fax:(813) 812-4101 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S BO H L E R F e b 1 1 , 2 0 2 5 Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY KYLE STEVEN MOREL, PE, ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. C-907 FDOT STANDARD DETAILS 25 0 5 W E S T S T A T E R O A D 4 3 4 TU S K A W I L L A R D NATURES WAY MILKY WAY MICH A E L BLA K E B L V D ATIONAL40EPUBLIC ͟ ͟ ͟ ͟ ͟ ͟ ͟ ͟ ͟ ͟ ͟ ͟ ͟ ͟ ͟ ͟ ͟ ͟ S T A T E R O A D 4 1 7 SITE 25 0 6 ¬# ¬# ¬# ¬# ¬# EPUBLIC 04ATIONAL 25 0 7