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HomeMy WebLinkAbout03-19-26 PZ Agenda COMMUNITY DEVELOPMENT DEPARTMENT 1225 MAIN STREET ■ SEBASTIAN, FLORIDA 32958 TELEPHONE (772) 589-5518 ■ FAX (772) 388-8248 www.cityofsebastian.org AGENDA PLANNING AND ZONING COMMISSION/LOCAL PLANNING AGENCY THURSDAY, MARCH 19, 2026 – 6:00 P.M. CITY COUNCIL CHAMBERS 1225 MAIN STREET, SEBASTIAN, FLORIDA ALL AGENDA ITEMS MAY BE INSPECTED IN THE OFFICE OF COMMUNITY DEVELOPMENT 1225 MAIN STREET, SEBASTIAN, FLORIDA OR ON THE CITY WEBSITE 1. CALL TO ORDER 2. PLEDGE OF ALLEGIANCE 3. ROLL CALL 4. ANNOUNCEMENTS AND AGENDA MODIFICATIONS Modifications and additions require unanimous vote of members. Deletions do not apply. 5. APPROVAL OF MINUTES: Regular meeting of February 5, 2026 6. LOCAL PLANNING AGENCY (LPA) PUBLIC HEARINGS None 7. PLANNING AND ZONING (P&Z) COMMISSION QUASI-JUDICIAL HEARINGS • Chairman opens hearing, attorney (or Chair) reads ordinance or resolution or title • Commissioners disclose ex-parte communication, site visits or conflicts • All who intend to provide testimony shall submit a speaker oath card to Chair • Applicant or applicant’s agent makes presentation - maximum 30 minutes • Staff presents findings and analysis • Commissioners asks questions of the applicant and staff • Chairman opens the floor for anyone in favor and anyone opposing the request (anyone presenting factual information shall submit a speaker oath card to Chair – maximum 5 minutes) • Applicant provided opportunity to respond to issues raised by staff or public – maximum 10 minutes • Staff provided opportunity to summarize request – maximum 10 minutes • Commission deliberation and questions • Chairman calls for a motion • Commission Action A. Quasi-Judicial Public Hearing – Site Plan Development and Conditional Use Permit– Mavis Tire and Brakes – 9641 US Highway 1 – A Vehicular Service and Maintenance shop with a 704 square foot show room, 2,741 square foot service area, 1,169 square foot tire storage area and associated improvements – Commercial General (CG) Land Use, Commercial General (CG) Zoning District. 2 8. UNFINISHED BUSINESS: None 9. NEW BUSINESS: None 10. ADJOURN No stenographic record by a certified court reporter will be made of the foregoing meeting. Any person who decides to appeal any decision made by the Commission with respect to any matter considered at this meeting may need to ensure that a verbatim record of the proceeding is made, which record includes the testimony and evidence upon which the appeal is to be heard. (F.S.286.0105) In compliance with the Americans with Disabilities Act (ADA) of 1990, anyone who needs a special accommodation for this meeting should contact the City’s ADA Coordinator at 772-388-8226 at least 48 hours in advance of the meeting. All government meetings in City Council Chambers will be broadcast live on COS-TV Comcast Channel 25 and ATT UVerse Channel 99 and streamed via the city website – www.cityofsebastian.org unless otherwise noticed and rebroadcast at a later date – see COS-TV Channel 25 for broadcast schedule ZOOM INFORMATION If you wish to attend the meeting by Zoom, please follow the link below to the City’s Meeting Calendar, and locate the applicable meeting date. The Zoom connection details are provided. https://www.cityofsebastian.org/meetingcalendar CITY OF SEBASTIAN PLANNING AND ZONING COMMISSION/LOCAL PLANNING AGENCY MINUTES REGULAR MEETING, THURSDAY, FEBRUARY 5, 2026 I. Call to Order -- Chairperson Kautenburg called the meeting to order at 6:00 p.m. II. Pledge of Allegiance -- was recited by all. III. Roll Call Present: Mr. Roberts (a) Ms. Lorusso Mr. Garton (a) Mr. Reno Ms. Kautenburg Ms. Kinchen Mr. Carter Ms. Geesey Absent: Ms. Battles -- Excused Also Present James Stokes, City Attorney Alix Bernard, Community Development Director Dorri Bosworth, Community Development Manager Jim Mann, Principal Planner Michelle Faulkner, Senior Planner Joseph Perez, AV Technical Assistant Janet Graham, Technical Writer IV. Announcements and Agenda Modifications: Ms. Kautenburg announced that Ms. Battles is excused from tonight’s meeting, and that Mr. Roberts, alternate, will be voting in her place. She also explained the process for public input at this meeting. V. Approval of Minutes: Regular Meeting of January 15, 2026 All Commissioners having indicated that they had reviewed the Minutes of January 15, 2026, Ms. Kautenburg called for a motion. A motion accepting the Minutes of January 15, 2026 as presented was made by Mr. Carter, seconded by Ms. Geesey, and approved unanimously via voice vote. VI. Planning and Zoning Commission/Local Planning Agency Public Hearings: PLANNING AND ZONING COMMISSION/LOCAL PLANNING AGENCY PAGE 2 MINUTES OF REGULAR MEETING FEBRUARY 5, 2026 Ms. Bosworth stated that staff recommends that the City Attorney read all three of the items into the record, and then staff would make one big presentation and discussion regarding the three items so that they are all combined. After deliberation, the commission can break down the motions that need to be considered. Ms. Kautenburg explained the process for the Commissioners discussing the items among themselves. Ms. Bosworth clarified that the Commissioners will have to make motions on all three items, but they will be laid out with the first decision. Mr. Stokes read the items into the record as follows: A. Public Hearing -- Recommendation by City Council -- Chesser’s Gap Commercial PUD -- Request to Modify the Conceptual Planned Unit Development Plan -- Sebastian Townhouses, LLC, Applicant -- 58 Acres, More or Less -- Request to Reduce size to 28.27 acres -- Located at Sebastian Boulevard and Fleming Street, Southwest of the Sebastian 512 Commerce Center -- Current Land Use to remain is CG (General Commercial) -- Zoning to remain as PUD-C (Planned Unit Development -- Commercial) B. Public Hearing -- Recommendation to City Council -- Chesser’s Gap PUD - Future Land Use Map (FLUM) Amendment, Small Scale -- Sebastian Townhouses, LLC, Applicant -- 29.43 Acres, More or Less -- Located at Sebastian Boulevard and Fleming Street, Southwest of the Sebastian 512 Commerce Center -- Current Land Use is CG (General Commercial) -- Requested Land Use is MDR (Medium Density Residential, 10 units/acre) C. Public Hearing -- Recommendation to City Council -- Chesser’s Gap PUD -- Rezoning /Conceptual Planned Unit Development (PUD) Plan -- Sebastian Townhouses, LLC, Applicant -- 29.43 Acres, More or Less -- Located at Sebastian Boulevard and Fleming Street, Southwest of the Sebastian 512 Commerce Center -- Current Zoning is PUD-C (Planned Unit Development -- Commercial) -- Requested Zoning is PUD-R (Planned Unit Development -- Residential), with RM-10 (Multiple Family Residential District) as the underlying district Ms. Kautenburg called on the applicants to make their presentation. Mr. Doug Vitunac, attorney for the applicant, stated that Todd Howder, the Project Engineer, and Alex Mesmering, and the developer representative, Nelson Fernandez, are also present. He urged everyone to keep an open mind, and he believes some of the PLANNING AND ZONING COMMISSION/LOCAL PLANNING AGENCY PAGE 3 MINUTES OF REGULAR MEETING FEBRUARY 5, 2026 public will see that this project is better than some of the alternatives that could go in there. He reviewed the history of the project, the history of the property, what their project would entail, and some of the benefits that it would provide. He mounted a drawing on the screen which showed the property as it now exists and another drawing which showed the property with the proposed development. He opined those businesses have a problem finding employees who can live in our community because housing costs are expensive, rents are high, and this is a problem for Sebastian because of, in part, a lack of multi- family housing, which this will work to solve. In this proposed development, people will own the lots, and the units will be attainable housing . He stated that the price point on these houses will start at $285,000.00. He said that attached to the agenda packet is something called a Data Inventory and Analysis, which he explained . Mr. Todd Howder with MBV Engineering introduced himself and further explained what this development would bring to the city, and he explained some comparison points with this proposed development. Mr. Alex Mesmering spoke regarding traffic concerns that the public may have. He reviewed how the project would affect the traffic flow in the area . Mr. Vitunac also spoke to the impact of the traffic flow with this proposed development. Ms. Kautenburg called on staff to make their presentation. Ms. Bosworth clarified some of the city codes and requirements and explained what the applicants are requesting and what is being proposed this evening. She reviewed the Staff Report and the Recommendations of the Staff for approval should this project go forward. She also explained that, if the Commissioners decide to not reduce the Commercial PUD, they would still need to put forth motions to recommend denial of the other applications. If they decide to reduce the commercial, then they would make motions in consideration of the land use request and the rezoning request, and approval of the conceptual plan. Ms. Kautenburg called for public input, and she explained that process. Public Input Concerns: Ms. Garcia -- residential density and increased traffic. Ms. Heyman -- small-town feel of Sebastian, increased traffic and safety. Ms. Rondeau -- impact on the police, the fire departments, the schools, and the septic system, as week as well as provisions for the handicapped. PLANNING AND ZONING COMMISSION/LOCAL PLANNING AGENCY PAGE 4 MINUTES OF REGULAR MEETING FEBRUARY 5, 2026 Ms. Quanstrom -- canal structure, fences and student safety Ms. Englert -- school safety and security and safety of students and parents Mr. Holzknecht -- increase in density and school safety Mr. Sattler -- increase in density, traffic, and infrastructure Mr. Pasquale -- concerned with multi-family housing, added taxes, and wants more businesses Mr. Newman -- height of structures, public having a vote, low-cost housing, more crime Mr. Elford -- traffic, safety, and value. He proposed turning the property into a park, put up gates to Collier Creek Mr. Powers -- urban sprawl, infrastructure concerns Mr. Johnson -- traffic ,especially during pick up time for the school students, overdevelopment Ms. Fuller -- agrees with previous speakers Ms. Cherry -- agrees with previous speakers, increased noise will be an issue Ms. Betancourt -- agrees with previous speakers, especially traffic and safety Ms. Simchick -- disagreed with agenda packet, staff report, application, etc. Mr. Fleishell -- traffic and safety concerns. Ms. Comeau -- concerned regarding zoning changes, traffic and recommendation to City Council Ms. Banks -- concerned with proposed prices of the townhouses Ms. Frisch -- concerned with traffic and traffic noise Mr. Onsgard -- concerned with changing the zoning and increasing density Mr. Mihelich -- concerned with losing the buffers and increasing density PLANNING AND ZONING COMMISSION/LOCAL PLANNING AGENCY PAGE 5 MINUTES OF REGULAR MEETING FEBRUARY 5, 2026 Ms. Vega -- concerned with the multifamily housing, safety, traffic, and endangered animal species Ms. Richardson -- suggested fewer homes on the property Mr. Simons -- concerned with needed infrastructure, gates for Collier Creek, traffic Ms. Dolan -- concerned with increased traffic, increased crime Ms. Simmons -- against the project and would like to have sewer in the Highlands Ms. Mihelich (Zoom) -- concerned with increased density, traffic safety, parking, and environmental concerns There being no further public input, Ms. Kautenburg closed the hearing. (five-minute break taken) Ms. Bosworth stated that the applicant is allowed up to 10 minutes to respond to the concerns of the public, and then staff will summarize. Mr. Vitunac stated he appreciated the concerns of the public, especially traffic . There are standards for capacity of roadways in Sebastian. He added that this property is privately owned, and he opined that it is not right for the community to lean on that owner to say they want it to stay a green space. He emphasized that these units are not going to be for low-income residents. Ms. Bosworth emphasized that this is for the Conceptual Plan. If it does get approved, the applicant’s next step is to come in with the Preliminary Development Plan, the Preliminary Plat, and that will have all the details that staff will look at . She added that, regarding school pick up times, staff will bring the traffic concerns to the Police Department and the other concerns with traffic in that area. If this Preliminary Plan gets approved through Council, staff could consider creating a safer pickup area for the students in one of those areas where there was going to be the development. Regarding gating off Collier Creak Estates, that is a unique subdivision in that it is a private subdivision with private stormwater, but the roads are public. Easy Street and Fleming Street could not be gated off because those are public streets. She stated that any new subdivision in Sebastian is going to require mandatory water and sewer hookup. She explained that the Commissioners’ first decision after the deliberation is the first item on the agenda: Do you wish to make a recommendation to City Council regarding the reduction of the Commercial PUD. The Commission members will do the voting, not the PLANNING AND ZONING COMMISSION/LOCAL PLANNING AGENCY PAGE 6 MINUTES OF REGULAR MEETING FEBRUARY 5, 2026 public, if that was previously misunderstood by the residents. Our Code clearly specifies that the Planning and Zoning Commission makes a recommendation to City Council. So this is not the final vote tonight if you recommend denial; it is a recommendation to City Council. City Council will hold two public hearings, and, if you received a notice --I understand that a lot of these live outside of the radius that our Code requires, we will increase it a bit more so that more residents will get notices when those meetings will be. She stated that, if the Commission members decide to deny it, please explain your reasoning for it. This is land use and zoning. It is a little bit less than a site plan and conditional use to have to cite a specific code. If you cite your reason for denial, that will help City Council understand why your denial is being forwarded to them. The applicant and staff are here to answer any questions. Mr. Reno asked if the Commissioners are deliberating just Item A right now, or are we going to deliberate A, B, and C. Ms. Bosworth stated that your deliberation of Item A includes everything that has been spoken tonight and presented to you . But that is the first one. If you decide not to reduce the acreage of the Commercial PUD, in essence you would be denying the other applications. You still have to make motions for those, but that will be the first motion you will make. You will have to make a motion on the land use and zoning also. If you do decide that you would like to go forward with this project and reduce the Commercial PUD and all the changes to it, staff would recommend the 13 conditions on the Staff Report as conditions of approval for your recommendation. Mr. Robert wanted to confirm, in looking over the Staff Report, this proposed development already has sufficient stormwater, water, public utilities, and with this proposed development, there would be adding sidewalks and cleaning up the streets along Fleming Street. Ms. Bosworth said yes, the Commercial PUD came in in 1987. The Civil Engineer assumed—and it is still the same—that they can construct up to 80% impervious area. He designed the master Stormwater Plan per St. John’s standards to hold all of that water runoff for changing the zoning is not necessarily changing the impervious because it is actually 80% less for the townhomes. The stormwater system is in place, and it will handle any of the impervious area, including the new impervious area for townhomes. Mr. Roberts also said that the report estimates that the School District has said this development would only add 20 additional children to the School District, is that correct? Ms. Bosworth said one of staff’s conditions for approval, as usually we get this at the Preliminary Development Plan, is that the School Board has a calculation based on single-family and multi-family dwellings. It divides the children into how many children per each unit would be an elementary school student, a middle school student, or a high school student. They have a form that will have to be brought in with the development, and that is checked against the existing schools. If there is less capacity to handle that, PLANNING AND ZONING COMMISSION/LOCAL PLANNING AGENCY PAGE 7 MINUTES OF REGULAR MEETING FEBRUARY 5, 2026 the developer sometimes has to commit to adding on wings to the school or putting in money to fix schools. Mr. Roberts asked, as far as this developer, it has the property rights for the land here, and they are requesting just changing basically the zoning . Ms. Bosworth said their first request is asking you to reduce it down. If you determine not to, in terms of property rights they could continue developing the 2004 Conceptual Plan that includes some condos, and they could come back and change that and eliminate the residential area and build complete commercial buildings. Mr. Reno asked if this area is going to be in the 512 Overlay District. Ms. Bosworth said that, if any of the properties on 512, which none of these are, residential development is exempt from the Overlay District requirement. Mr. Reno asked if a garage is considered a parking space. Ms. Bosworth said that, in the initial presentation, the applicant did bring up the RM-10 Zoning District that was done. The MDR was a land use that was changed with our new Comprehensive Plan, and at that time the Planning Commission and City Council raised the minimum from 8 acres to 10 and 12, and staff had to adopt and create an RM-10. Within the last few years, those parking calculations were reviewed by the Commissioners and Council to make some textual changes. The idea was that the residential requires two parking spaces, but we do not allow the space to be counted in the garage. The required number of parking spaces is 1- 1/2 spaces, and there are required guest parking spaces throughout the community. Mr. Reno asked if the guest parking is going to have handicapped parking spaces . Ms. Bosworth said the handicapped parking would be required on the individual site plans for the recreation areas. Mr. Reno asked if there are a total of five access points. Ms. Bosworth said yes. Mr. Reno is concerned about the driveways and the sidewalk along the side of the road. He asked if this is going to be curb-and-gutter. Ms. Bosworth said yes. Mr. Reno pointed out No. 8 in the Recommendations of the Staff Report . He asked if we would want water and sewer to be the responsibility of the HOA. Ms. Bosworth said, if there is a water and sewer line that goes under Fleming Street and is coming from one side of the road, staff does not have the detailed utility plan . Initially, it showed that, if it’s running under Fleming Street going from one townhouse area to another townhouse area, the city would not be responsible for that. That would be the HOA. Mr. Reno asked, since the Commissioners did not get a landscape plan, they will not be able to see the opaque buffer. Ms. Bosworth said it shows where landscaping is going to PLANNING AND ZONING COMMISSION/LOCAL PLANNING AGENCY PAGE 8 MINUTES OF REGULAR MEETING FEBRUARY 5, 2026 be, but staff will make sure that there is an opaque buffer along the south and the east sides—anyplace that is abutting a single-family district. Mr. Reno asked if we know the depth of the manhole of the existing sewer system on Fleming Street is going to be able to be extended to permit gravity. Ms. Bosworth said no, that is where a lot more Civil Engineering involvement will be involved if the conceptual plan is approved. Ms. Lorusso asked when the city had to create the new RM-10 designation, was that because the State of Florida was kind of pushing that idea that we all need more affordable housing. Ms. Bosworth said some of the consideration when the City raised our Medium Density Residential, the was to allow the developers to get more density in planning projects. Ms. Lorusso asked if, instead of approving the whole 28 and 29 acres for residential, would the Commissioners have the authority to cut that in half. Ms. Bosworth said that this is on their application, so she does not think you can modify that. You can discuss it, and if that is your reason for denial, she believes that would be up to the developer to possibly come back and then modify their application. Mr. Carter had no questions. Ms. Geesey thanked the applicants for making such a thorough application. She asked how many times will this Commission be able to consider this application . Ms. Bosworth said this is only the Land Use Rezoning and the Conceptual Plan . The Commission will make a recommendation to City Council. They will have two readings of the ordinances. The applicant will have up to 18 months to submit the Preliminary Development Plan. The next step is staff gets subdivision construction drawings. From this point, there would still be five more public hearings for consideration and discussion. Then it gets more into the development plans. Ms. Geesey stated that the assessed value of the homes would be $350,000.00 . But the applicant stated tonight that it was $285,000.00 or so. Ms. Bosworth explained that staff came up with the number of assessed values at $350,000.00 by using the average tax value as signed to the townhouses in Sandridge. Ms. Geesey said she has to go down Schumann Drive to get home, and a lot of those homes along Schumann Drive are rentals. For that reason, she cannot get behind multi- family homes. If this could be reduced to single homes, she thinks it is a nice plan. Ms. Kinchen spoke regarding safety for the children, and Liberty Magnet is the worst parent pickup school in the city. This development is a main concern for the people living in the area and for the people who have children in that school. She said she has talked PLANNING AND ZONING COMMISSION/LOCAL PLANNING AGENCY PAGE 9 MINUTES OF REGULAR MEETING FEBRUARY 5, 2026 to a lot of residents, and she cannot get behind this proposed project. She would request that police officers speak to the Chief about looking into a better way to get the pickup line at that school improved, because it is very unsafe. Ms. Kautenburg said that with an encroachment on an easement, as shown for the properties to the south, a property that has an encroachment has a problem. If a property is in an easement, it will be hard to get a loan for it. She would not like to see properties built there in an easement. She said that, if we recommend this to City Council, then Council will have to decide on whether this project goes forward. She explained that we are an advisory committee, and we can only advise City Council. Ms. Kautenburg called for a motion regarding Item A. A motion was made to deny recommendation to City Council of Item A, the Chesser’s Gap Commercial PUD request to modify the Conceptual Planned Unit Development Plan, Sebastian Townhomes LLC, Applicant, 58 acres more or less, request to reduce size to 28.27 acres, located at Sebastian Boulevard and Fleming Street, southwest of the Sebastian 512 Commerce Center, current land use to remain is CG (General Commercial), zoning to remain is PUD- C (Planned Unit Development—Commercial), was made by Mr. Carter who thinks the request the modify the acreage is not sufficient to justify the change, and seconded by Ms. Geesey. Roll Call Ms. Kinchen -- Yes Ms. Lorusso -- Yes Mr. Roberts (a) -- No Mr. Carter -- Yes Mr. Reno -- No Ms. Kautenburg -- No Ms. Geesey -- Yes Vote was 4 yes and 3 no -- Motion is Carried Ms. Kautenburg called for a motion regarding Item B. A motion was made to deny recommendation to City Council of Item B, Chesser’s Gap PUD, Future Land Use Map (FLUM) Amendment, small scale, Sebastian Townhouses, LLC, applicant, 29.43 acres, more or less, located at Sebastian Boulevard and Fleming Street, southwest of the Sebastian 512 Commerce Center, current land use is CG (General Commercial), requested land use is MDR (Medium Density Residential, 10 units/acre), was made by Mr. Carter and seconded by Ms. Kinchen. Roll Call: Ms. Lorusso -- Yes Ms. Kinchen -- Yes Mr. Roberts (a) -- Yes Mr. Carter -- Yes PLANNING AND ZONING COMMISSION/LOCAL PLANNING AGENCY PAGE 10 MINUTES OF REGULAR MEETING FEBRUARY 5, 2026 Mr. Reno -- Yes Ms. Geesey -- Yes Ms. Kautenburg -- Yes Vote was 7-0 in favor. Motion carries. Ms. Kautenburg called for a motion regarding Item C. A motion was made to deny recommendation to City Council of Item C, Chesser’s Gap PUD, rezoning/conceptual planned unit development (PUD) plan, Sebastian Townhouses, LLC, applicant, 29.43 acres, more or less, located at Sebastian Boulevard and Fleming Street, southwest of the Sebastian 512 Commerce Center, current zoning is PUD-C (Planned Unit Development – Commercial), requested Zoning is PUD-R (Planned Unit Development -- Residential), with RM-10 (Multiple-Family Residential District) as the underlying district, by Mr. Carter, and seconded by Ms. Geesey. Roll Call: Mr. Roberts (a) -- Yes Mr. Reno -- Yes Ms. Lorusso -- Yes Mr. Carter -- Yes Ms. Geesey -- Yes Ms. Kautenburg -- Yes Ms. Kinchen -- Yes Vote was 7-0 in favor. Motion carries. VII. Unfinished Business -- None VIII. New Business A. Annual Board Training Due to the late hour, City Attorney Stokes deferred this item until a later meeting. IX. Adjourn There being no further business, the meeting was adjourned by Ms. Kautenburg at 9:02 p.m. By: ________________________________ Date: ______________________ Chairperson Kautenburg 1 COMMUNITY DEVELOPMENT DEPARTMENT Site Plan New Development 1. Project Name:Mavis Tire and Brakes 2. Requested Action:The development consists of constructing a Vehicular Service and Maintenance shop with a 704 square foot show room, 2,741 square foot service area, 1,169 square foot tire storage area and associated improvements such as associated paving, stormwater management, utilities, and landscaping. 3. Project Location a. Address: 9641 US Highway 1 b. Legal:PUBLIX INDIAN RIVER SUB LOT 2 PBI 16-6 Detailed Metes and Bounds Description – See Survey c. Indian River County Parcel Number: 31-39-20-00000-7000-00002.0 4. Property Owner:BW US 1, INC. 200 E Las Olas Blvd. 19th Floor Fort Lauderdale. FL 5. Applicant:Mavis Southeast, LLC. 100 Hillside Avenue White Plains, NY 10603 6. Project Engineer:Bohler Engineering FL, LLC. c/o Collin Woodyard, PE 600 N Westshore Blvd. Suite 950 Tampa, Florida 33609 7. Project Surveyor: Same as Engineer 8. Project Description a. Narrative of proposed action: Mavis Southeast has submitted a request to develop a Vehicular Service and Maintenance shop with and associated improvements such as associated paving, stormwater management, utilities, and landscaping. The project site is located along US Highway 1 on a currently vacant parcel at the Barber 2 Street Publix Plaza. The new shop will provide a 704 square foot show room, 2,741 square foot service area, 1,169 square foot tire storage area. The stormwater management system has been designed to accommodate the new site layout with a and approved by the City Engineer. Utilities have been addressed and by Indian River County. The landscape plan has been designed to meet the design standards for a commercial development for perimeter, open space, and development area. The site consists of .90 acres. b. Current Zoning, Future Land Use and Overlay District: (1) Zoning: CG (Commercial General) (2) Future Land Use: CG (Commercial General) (3) Performance Overlay District: None c. Adjacent Properties Zoning Current Land Use Future Land Use North:CG Vacant MU East:N/A US Highway 1 N/A South:CG Publix Plaza CG West:CG Publix Plaza CG d. Site Characteristics (1) Total Acreage: 0.90 acres (39,212 SF) (2) Current Land Use(s): Vacant (3) Soil: Immokalee Fine Sand (4) Vegetation: Cabbage Palm, Live Oak, Water Oak, Saw Palmetto, Air Potato, Cogongrass, Bushy Bluestream. (5) Flood Hazard: Zone X (6) Water Service: Indian River County Utilities (7) Sanitary Sewer Service: Indian River County Utilities (8) Parks: Filbert Street Park, 2.25 mile (9) Police/Fire: Indian River Fire – 3.5 miles Sebastian Police – 3.75 miles 9. Comprehensive Plan Consistency a. Future Land Use: consistent b. Traffic Circulation:consistent 3 c. Housing: n/a d. Public Facilities: n/a e. Coastal Management: n/a f. Conservation: n/a g. Recreation and Open Space: n/a 10. Contents of Site Plan: a. lot configuration: provided b. finished ground floor elevation: 12.55’ proposed c. contours and designating number of dwelling units: n/a d. square footage of site: 39,212 SF total e. building coverage: 704 SF (Showroom) + 2,473 SF (Service Area) + 1,169 SF (Tire Storage) + 651 SF (Other): 4,997 SF = 13% (30% max allowed) f. square footage of impervious areas and open area: Total impervious area = 27,163 SF = 70% (80% max) Open space = 12,049 SF = 30% (20% min) g. setbacks: front setback (US 1) = 6’ required; provided 103.3’ side setback (south) = 5’ required; provided 37.3’ side setback (north) = 5’ required; provided 39.1’ rear setback (west) = 10’ required; provided58.3’ h. scaled drawings of the sides, front and rear of the building or structure: provided i. generalized floor plan indicating uses and square footage of each proposed use within each building or structure: provided j. building exterior construction materials and color: provided k. building height: 22.5’ feet (35 ft. maximum) 4 l. location and character of all outside facilities for waste disposal, storage areas, or display: Dumpster location provided and the materials are color matching to the main building. m. location and dimensions of all curb cuts and driveways: provided n. number of parking spaces with their location and dimensions: provided Per LDC Sec. 54-3-15.2 regarding parking: 2 spaces per each bay plus 1 space per 400 SF of Office Space and similar uses. Total spaces required = 17 Proposed parking = 24 standard spaces 1 H/C space --------- 25 spaces o. details of off-street parking and loading areas (including requirements of Article XV): provided p. all off-street vehicular surfaces available for maneuvering: provided q. surface materials: provided r. number of employees: total unknown s. type of vehicles owned by the establishment: n/a t. If there is a combined off-street parking facility, required agreements: n/a u. Location of all pedestrian walks, malls, yards and open spaces: n/a v. location, size, character, and height or orientation of all signs: No new freestanding signs proposed. Wall signage locations and sizes have been provided in as submitted for the building. Signs will be formally approved through the building permit process. w. location and character of landscaped areas and recreation areas: provided x. location, design and character of all public, semi-public, or private utilities: provided 5 y. location, height and general character of perimeter or ornamental walls, fences, landscaping: provided z. surface water drainage facilities plan certified by an engineer or architect registered in the State of Florida: provided aa. location of existing easements and right-of-way: provided bb. Land survey with complete legal description prepared and certified by a registered surveyor: provided cc. Verified statement showing each and every individual person having a legal and/or equitable ownership interest in the subject property: provided 11. Site location and character of use: provided 12. Appearance site and structures: a. harmonious overall design: Yes b. location and screening of mechanical equipment, utility hardware and waste storage areas: provided c. commercial and industrial activities conducted in enclosed buildings: Yes d. exterior lighting: provided – see site plan for locations, and photometric plan for details. 13. Access, internal circulation, off-street parking and other traffic impacts: a. internal circulation system design and access/egress considerations: provided b. separation of vehicular and pedestrian areas: provided 14. Traffic Impacts: n/a 15. Open space and landscape (including the requirements of Article XIV): a. Calculations of required type, dimensions and square footage of landscape materials and of required landscape areas, including: total site area, parking area, other vehicular use area, percentage of non-vehicular open space, perimeter and interior landscape strips, and required number of trees: provided 6 b. Location of required landscape areas and dimensions: provided c. Location, name, height and size of all existing plant material to be retained: provided d. Location, size, height and description of all landscape material including name, quantity, quality, spacing, and specified size and specification of all plant materials: provided e. Height, width, type, material and location of all barriers of nonliving material: None proposed f. Location, dimensions and area of landscaping for freestanding signs: provided. g. Show all landscaping, buildings, or other improvements on adjacent property within five (5) feet of the common property line: provided 16. Required screening of abutting residential and nonresidential uses: n/a 17. Flood prone land and wetland preservation: n/a 18. Surface water management: provided 19. Soil erosion, sedimentation control and estuary protection: SWPPP provided 20. City Engineer’s review: All review comments from the City Engineer have been addressed, and an approval forwarded to staff. 21. Additional considerations: A.Vehicular service and maintenance are Conditional Uses in the Commercial General (CG) zoning district. The proposed development must meet the required conditional use criteria, found in LDC Article VI, which are: 1) The use shall satisfy all of the requirements of section 54-2-7.6. 2) A minimum lot area of 10,000 square feet with a minimum lot width of 100 feet on a major thoroughfare and a minimum lot depth of 100 feet shall be required. No site may abut a residential district. 3) No building or structure, gasoline pumps, tanks, vents, pump island, or canopies, excluding signs, shall be located within 25 feet of any street line. 4) No more than two curb cuts shall be permitted to any one street frontage. Curb cuts shall be restricted to a maximum width of 30 feet, shall be located no closer than 30 feet to a 7 right-of-way intersection, and shall be at least ten feet removed from property lines. A minimum fifteen-foot separation shall be maintained between curb cuts. 5) The site plan shall provide for efficient internal circulation of vehicles on-site. 6) In cases where a service station is located on-site in conjunction with a retail sales establishment such as a neighborhood convenience store, the retail establishment shall be adequately separated from the fuel pumps and service areas. The internal circulation system and parking areas shall provide for safe and efficient on-site maneuvering of all vehicles using the site. 7) Special location requirements: (a) All receptacles, tanks or facilities for the storage of combustible products in excess of 200-gallon quantities shall be located underground and within all required setbacks. Flammable materials shall be stored within the building setback lines and, in a manner, satisfactory to the fire department chief and the city engineer. (b) When a service station dispensing flammable liquids becomes vacant for a period exceeding 30 days, the property owner or lessor shall be required to remove from the site in a safe manner all flammable liquids and materials on the site. Notwithstanding, all underground storage tanks shall be secured in accordance with NFPA standards. (c) All services and repairs not of an emergency or short term diagnostic nature shall be conducted entirely within a building. All merchandise and material for sale shall be displayed within an enclosed building except that oil for use in motor vehicles may be displayed or sold from an appropriate rack or compartment at the convenience of the customer and station attendant. (d) Storage of inoperative or unregistered motor vehicles generally shall not be permitted on the premises. However, motor vehicles which are being serviced may be stored in appropriate outside parking areas for a period not to exceed eight days. 8) Landscaping. All vehicle storage areas, aisles, travel lanes, driveways, and other outdoor areas designed for the use of vehicles being serviced or maneuvered shall conform to landscape requirements for off-street parking areas (reference section 54-3-14.11(c)). The Planning and Zoning Commission must also find that the proposed a Vehicular service and maintenance facility use: 1) Is so designed, located, and proposed to be operated so that the public health, safety and welfare will be protected. 2) Does not present an unduly adverse effect upon other properties in the impacted area in which it is located. 3) Based on the scale, intensity and operation the use shall not generate unreasonable noise, traffic, congestion or other potential nuisances or hazards to contiguous residential properties. 4) Conforms to all applicable provisions of the district in which the use is to be located. 5) Satisfies specific criteria stipulated for the respective conditional use described above. 6) Is consistent with the Code of Ordinances and comprehensive plan. Upon such finding, the Planning and Zoning Commission shall approve the conditional use permit. See attached summary for the conditional use criteria requirements provided by the Engineer. 8 22. Staff Conclusion: The site plan is consistent with the Comprehensive Plan, and the Land Development Code. 23. Recommendation: Staff recommends approval of the proposed site plan and conditional use permit for Mavis Tire and Brakes located at 9641 US Highway 1, subject to the following condition: 1. The proposed signage on the elevations be applied for as a separate building permit after site plan approval. _____________________________________ _____________ Jim Mann, Principal Planner Date 600 N Westshore Boulevard, Suite 950 Tampa, FL 33609 o. 813.812.4100 www.BohlerEngineering.com October 9, 2025 City of Sebastian 1225 Main Street Sebastian, FL 32958 Project Name: MAVIS TIRE & BRAKES Application No.: 25-0005 To whom it may concern: Conditional Use Summary The proposed Mavis Tires & Brakes, located at 9641 US Highway 1, Sebastian, FL 32958 (Outparcel B of the Publix – Indian River Master Development), is situated within the CG zoning district, where this use is permitted as a conditional use. The development is a tire service center and does not involve gasoline storage. The site will include two 250-gallon tanks for new and waste oil, which will be emptied approximately once per month. The lot area is 39,212 SF (0.90 AC), exceeding the minimum required lot size of 10,000 SF as outlined in Land Development Code Sec. 54-2-6.4 (41) b.2. The property does not abut any residential district. The proposed building is located approximately 104 ft from US Highway 41, exceeding the 25 ft minimum street setback requirement. Access will utilize existing driveway stubs at the northwest and south corners of the parcel; therefore, no new curb cuts are proposed. The site plan provides efficient internal circulation for vehicles. All services and repairs will occur entirely within the building. Tire and parts installation does not require idling of vehicles, minimizing any operational fumes. Merchandise, materials, and parts will be displayed and stored indoors only, with no outdoor storage of cars, parts, or tires. The only exception will be occasional customer vehicles dropped off after hours for morning appointments. No work will be conducted outside the building. Based on these conditions, the proposed use meets all applicable requirements and operational standards for conditional use in the CG zoning district. Sincerely, BOHLER Kayla Dedrick, P.E. Associate cc: File FOR H: \ 2 0 2 4 \ F L A 2 4 0 0 4 6 . 0 0 \ S U R V E Y \ C A D \ D R A W I N G S \ S U R V E Y \ S - A L T A - S U R V - F L A 2 4 0 0 4 6 . 0 0 - 0 A - - - - - > L A Y O U T : S H E E T 1 SB SHEET NUMBER: DI S C L A I M E R PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: OF FIELD DATE: CREW CHIEF: APPROVED: FLA240046.00-0A SB SM 04/07/2025 S-ALTA-SURV CLIENT 9621 US HIGHWAY 1 SEBASTIAN, FLORIDA INDIAN RIVER COUNTY 2 03/20/2025 SH CW 1 ALTA/NSPS LAND TITLE SURVEY 1900 NW CORPORATE BOULEVARD SUITE 101E BOCA RATON, FLORIDA 33431 Phone:(561) 571-0280 Fax:(561) 571-0281 FLORIDA BUSINESS CERT. OF AUTH. No. LB#8085 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 TM BO H L E R SCALE: 1"=500' SOURCE: AUTODESK GEOREFEREMCE MAP SITE LOCATION MAP DATE THIS CERTIFICATION IS MADE TO ONLY NAMED PARTIES FOR PURCHASE AND/OR MORTGAGE OF HEREIN DELINEATED PROPERTY BY THE NAMED PURCHASER. NO RESPONSIBILITY OR LIABILITY IS ASSUMED BY SURVEYOR FOR THE USE OF SURVEY FOR ANY OTHER PURPOSE INCLUDING, BUT NOT LIMITED TO, USE OF SURVEY AFFIDAVIT, RESALE OF PROPERTY, OR TO ANY OTHER PERSON NOT LISTED IN CERTIFICATION, EITHER DIRECTLY OR INDIRECTLY. COLLIN WOODYARD PROFESSIONAL SURVEYOR AND MAPPER NO. LS7423 TO:FIDELITY NATIONAL TITLE INSURANCE COMPANY; MAVIS SOUTHEAST LLC, A DELAWARE LIMITED LIABILITY COMPANY; & BW US 1, INC., A FLORIDA CORPORATION. THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2021 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS 1, 2, 3, 4, 5, 6(A), 7(A), 7(B1), 7(C), 8, 9, 11(A), 11(B), 13 & 14 OF TABLE A THEREOF. THE FIELD WORK WAS COMPLETED ON MARCH 20, 2025. ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/07/2025 UTILITIES THE FOLLOWING COMPANIES WERE NOTIFIED BY SUNSHINE 811 UTILITY SYSTEM (1-800-432-4770) AND REQUESTED TO MARK OUT UNDERGROUND FACILITIES AFFECTING AND SERVICING THIS SITE. THE UNDERGROUND UTILITY INFORMATION SHOWN HEREON IS BASED UPON THE UTILITY COMPANIES RESPONSE TO THIS REQUEST. SERIAL NUMBER(S): 076506223 UTILITY COMPANY PHONE NUMBER PHONE NUMBER AT&T / DISTRIBUTION MARKED (888) 357-1922 FLORIDA POWER & LIGHT - INDIAN RIVER MARKED (800) 778-9140 INDIAN RIVER COUNTY PUBLIC WORKS NO CONFLICT (772) 643-6106 INDIAN RIVER COUNTY UTILITIES MARKED (772) 538-9239 TITLE DESCRIPTION LESSEE'S INTEREST IN THAT CERTAIN LEASE BY AND BETWEEN BW US 1, INC., A FLORIDA CORPORATION, AS LESSOR, AND MAVIS SOUTHEAST LLC, A DELAWARE LIMITED LIABILITY COMPANY, AS LESSEE, DATED ________, MEMORIALIZED BY THAT CERTAIN MEMORANDUM OF LEASE DATED ________, RECORDED _______ AT OFFICIAL RECORDS BOOK _____, PAGE ____, OF THE PUBLIC RECORDS OF ______ COUNTY, FLORIDA, DEMISING THE FOLLOWING DESCRIBED LAND: LOT 2, PUBLIX INDIAN RIVER SUBDIVISION, ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 16, PAGE(S) 6, OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA. TITLE NOTES THIS SURVEY IS PREPARED WITH REFERENCE TO A COMMITMENT FOR TITLE INSURANCE PREPARED BY FIDELITY NATIONAL TITLE INSURANCE COMPANY, COMMITMENT NUMBER: 16-25-0073, WITH A COMMITMENT DATE OF MARCH 3, 2025. CLIENT UNDERSTANDS AND AGREES THAT THE FIRM SHALL NOT BE LIABLE FOR ANY ERRORS OR OMISSIONS IN OR RESULTING FROM THE USE OF THE TITLE DOCUMENTS OR FROM ANY DEFICIENCIES OR ANY INACCURACIES CONTAINED IN SAID TITLE DOCUMENTS. OUR OFFICE HAS REVIEWED THE FOLLOWING SURVEY RELATED EXCEPTIONS IN SCHEDULE B, PART II: 7. RESTRICTIONS, COVENANTS, CONDITIONS, EASEMENTS AND OTHER MATTERS AS CONTAINED ON THE PLAT OF PUBLIX INDIAN RIVER SUBDIVISION, RECORDED IN PLAT BOOK 16, PAGE 6, OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA; AFFECT THE SUBJECT PROPERTY, PLOTTABLE ITEMS SHOWN. 8. DRAINAGE AND UTILITY EASEMENT AND OTHER MATTERS AS CONTAINED ON THE PLAT OF BARBER STREET DEDICATION, RECORDED IN PLAT BOOK 14, PAGE 97, OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA; DOES NOT AFFECT THE SUBJECT PROPERTY. HOWEVER, THE SUBJECT PROPERTY BENEFITS FROM THIS PLAT. 9. EASEMENT GRANTED TO WILLIAM J. SCHULKE, GLORIA J. SCHULKE, AND JOSEPH W. SCHULKE FROM NELSON C. HYATT, A MARRIED MAN, RECORDED IN OFFICIAL RECORDS BOOK 1118, PAGE 178; DOES NOT AFFECT THE SUBJECT PROPERTY, AFFECTS THE LANDS TO THE SOUTH. 10. EASEMENT GRANTED TO INDIAN RIVER COUNTY, FLORIDA, A FLORIDA POLITICAL SUBDIVISION, FROM NELSON C. HYATT, RECORDED IN OFFICIAL RECORDS BOOK 1215, PAGE 464; DOES NOT AFFECT THE SUBJECT PROPERTY, AFFECTS THE LANDS TO THE SOUTH. 11. EASEMENT IN FAVOR OF FLORIDA POWER & LIGHT COMPANY RECORDED IN OFFICIAL RECORDS BOOK 1391, PAGE 2825, RE-RECORDED IN OFFICIAL RECORDS BOOK 1422, PAGE 1619; AFFECTS THE SUBJECT PROPERTY, EASEMENT SHOWN. 12. AGREEMENT CONCERNING ACCESS EASEMENT BETWEEN BOOS-GMC SEBASTIAN, LLC, A FLORIDA LIMITED LIABILITY COMPANY AND NELSON HYATT AND MARIE DOLORES HYATT, RECORDED IN OFFICIAL RECORDS BOOK 1350, PAGE 372; DOES NOT AFFECT THE SUBJECT PROPERTY, AFFECTS THE LANDS TO THE SOUTH. 13. DECLARATION OF RESTRICTIONS, COVENANTS AND CONDITIONS AND GRANT OF EASEMENTS RECORDED IN OFFICIAL RECORDS BOOK 1358, PAGE 2077, TOGETHER WITH ASSIGNMENT OF DECLARANT'S RIGHTS RECORDED OFFICIAL RECORDS BOOK 3431, PAGE 2471 AND FIRST AMENDMENT RECORDED IN OFFICIAL RECORDS BOOK 3431, PAGE 2475; AFFECT THE SUBJECT PROPERTY, DOCUMENT CONTAINS USE RESTRICTIONS AND EASEMENTS THAT ARE GENERAL IN NATURE AND NOT PLOTTABLE. 14. EASEMENT IN FAVOR OF FLORIDA POWER & LIGHT COMPANY RECORDED IN OFFICIAL RECORDS BOOK 3616, PAGE 1674; DOES NOT AFFECT THE SUBJECT PROPERTY, AFFECTS THE LANDS TO THE SOUTH. 15. EASEMENT AND BILL OF SALE OF UTILITY FACILITIES GRANTED TO INDIAN RIVER COUNTY, FLORIDA, FROM BOOS-GMC SEBASTIAN, LLC, A FLORIDA LIMITED LIABILITY COMPANY RECORDED IN OFFICIAL RECORDS BOOK 1391, PAGE 2264 AND OFFICIAL RECORDS BOOK 1406, PAGE 2243; THE SUBJECT PROPERTY FALLS WITHIN THE LIMITS DESCRIBED IN THE BILL OF SALE. NO PLOTTABLE ITEMS. 16. AGREEMENT TO ESTABLISH PROPERTY BOUNDARY BY AND BETWEEN WILLIAM A. MOORE AND BOOS-GMC SEBASTIAN, LLC, A FLORIDA LIMITED LIABILITY COMPANY RECORDED IN OFFICIAL RECORDS BOOK 1401, PAGE 2456, AMENDED BY AMENDMENT TO AGREEMENT TO ESTABLISH PROPERTY BOUNDARY RECORDED IN OFFICIAL RECORDS BOOK 2205, PAGE 1803; AFFECTS AND BENEFITS THE SUBJECT PROPERTY, PLOTTABLE ITEMS SHOWN. 17. INTEREST OF LESSEE(S) TOGETHER WITH THE TERMS, COVENANTS, CONDITIONS, RESTRICTIONS, PROVISIONS, BURDENED EASEMENTS, RIGHTS, DUTIES, OBLIGATIONS AND OTHER MATTERS CONTAINED IN THAT CERTAIN UNRECORDED LEASE WITH PUBLIX SUPER MARKETS, INC., A FLORIDA CORPORATION (TENANT), AS EVIDENCED BY AND TOGETHER WITH THAT CERTAIN MEMORANDUM OF LEASE RECORDED IN OFFICIAL RECORDS BOOK 1351, PAGE 912, AFFECTED BY FIRST ADDENDUM TO MEMORANDUM OF LEASE RECORDED IN OFFICIAL RECORDS BOOK 1351, PAGE 928, MEMORANDUM OF ASSIGNMENT OF LEASE AGREEMENT RECORDED IN OFFICIAL RECORDS BOOK 1351, PAGE 925, MEMORANDUM OF ASSIGNMENT OF LEASE AGREEMENT TO BW US 1, INC., A FLORIDA CORPORATION RECORDED IN OFFICIAL RECORDS BOOK 1425, PAGE 1224, AND SUBORDINATION, NON-DISTURBANCE AND ATTORNMENT AGREEMENT RECORDED IN OFFICIAL RECORDS BOOK 1426, PAGE 1624, TITLE TO OWNERSHIP OF COLLATERAL DESCRIBED THEREIN, IS NEITHER GUARANTEED NOR INSURED, AND ALL RIGHTS THEREUNDER OF THE SAID LESSEE AND OF ANY PERSON CLAIMING BY, THROUGH OR UNDER THE SAID LESSEE; AFFECT THE SUBJECT PROPERTY, DOCUMENT CONTAINS USE RESTRICTIONS. 18. INTEREST OF LESSEE(S) TOGETHER WITH THE TERMS, COVENANTS, CONDITIONS, RESTRICTIONS, PROVISIONS, BURDENED EASEMENTS, RIGHTS, DUTIES, OBLIGATIONS AND OTHER MATTERS CONTAINED IN THAT CERTAIN UNRECORDED LEASE WITH SUBWAY REAL ESTATE CORP., A DELAWARE CORPORATION (TENANT), AS EVIDENCED BY AND TOGETHER WITH THAT CERTAIN MEMORANDUM OF LEASE RECORDED JANUARY 25, 2001 IN OFFICIAL RECORDS BOOK 1461, PAGE 1793, TITLE TO OWNERSHIP OF COLLATERAL DESCRIBED THEREIN, IS NEITHER GUARANTEED NOR INSURED, AND ALL RIGHTS THEREUNDER OF THE SAID LESSEE AND OF ANY PERSON CLAIMING BY, THROUGH OR UNDER THE SAID LESSEE; THE SUBJECT PROPERTY FALLS WITHIN THE LIMITS DESCRIBED IN THE DOCUMENT. NO PLOTTABLE ITEMS. 19. INTEREST OF LESSEE(S) TOGETHER WITH THE TERMS, COVENANTS, CONDITIONS, RESTRICTIONS, PROVISIONS, BURDENED EASEMENTS, RIGHTS, DUTIES, OBLIGATIONS AND OTHER MATTERS CONTAINED IN THAT CERTAIN UNRECORDED LEASE WITH CARD & GIFT, INC., A FLORIDA CORPORATION D/B/A CARD SMART (TENANT), AS EVIDENCED BY AND TOGETHER WITH THAT CERTAIN SUBORDINATION, NON-DISTURBANCE AND ATTORNMENT AGREEMENT RECORDED MAY 2, 2002 IN OFFICIAL RECORDS BOOK 1491, PAGE 1031, TITLE TO OWNERSHIP OF COLLATERAL DESCRIBED THEREIN, IS NEITHER GUARANTEED NOR INSURED, AND ALL RIGHTS THEREUNDER OF THE SAID LESSEE AND OF ANY PERSON CLAIMING BY, THROUGH OR UNDER THE SAID LESSEE; THE SUBJECT PROPERTY FALLS WITHIN THE LIMITS DESCRIBED IN THE DOCUMENT. NO PLOTTABLE ITEMS. 20. INTEREST OF LESSEE(S) TOGETHER WITH THE TERMS, COVENANTS, CONDITIONS, RESTRICTIONS, PROVISIONS, BURDENED EASEMENTS, RIGHTS, DUTIES, OBLIGATIONS AND OTHER MATTERS CONTAINED IN THAT CERTAIN UNRECORDED LEASE WITH JOHN PHAN D/B/A CALIFORNIA NAILS (TENANT), AS EVIDENCED BY AND TOGETHER WITH THAT CERTAIN SUBORDINATION, NON-DISTURBANCE AND ATTORNMENT AGREEMENT RECORDED MAY 2, 2002 IN OFFICIAL RECORDS BOOK 1491, PAGE 1036, TITLE TO OWNERSHIP OF COLLATERAL DESCRIBED THEREIN, IS NEITHER GUARANTEED NOR INSURED, AND ALL RIGHTS THEREUNDER OF THE SAID LESSEE AND OF ANY PERSON CLAIMING BY, THROUGH OR UNDER THE SAID LESSEE; THE SUBJECT PROPERTY FALLS WITHIN THE LIMITS DESCRIBED IN THE DOCUMENT. NO PLOTTABLE ITEMS. 21. INTEREST OF LESSEE(S) TOGETHER WITH THE TERMS, COVENANTS, CONDITIONS, RESTRICTIONS, PROVISIONS, BURDENED EASEMENTS, RIGHTS, DUTIES, OBLIGATIONS AND OTHER MATTERS CONTAINED IN THAT CERTAIN UNRECORDED LEASE WITH GUO ZHEN AND DAI HUI ZHENG D/B/A BAMBOO COURT (TENANT), AS EVIDENCED BY AND TOGETHER WITH THAT CERTAIN SUBORDINATION, NON-DISTURBANCE AND ATTORNMENT AGREEMENT RECORDED MAY 2, 2022 IN OFFICIAL RECORDS BOOK 1491, PAGE 1041, TITLE TO OWNERSHIP OF COLLATERAL DESCRIBED THEREIN, IS NEITHER GUARANTEED NOR INSURED, AND ALL RIGHTS THEREUNDER OF THE SAID LESSEE AND OF ANY PERSON CLAIMING BY, THROUGH OR UNDER THE SAID LESSEE; THE SUBJECT PROPERTY FALLS WITHIN THE LIMITS DESCRIBED IN THE DOCUMENT. NO PLOTTABLE ITEMS. NOTES 1.THE SUBJECT PROPERTY IS LOT 2, PUBLIX INDIAN RIVER SUBDIVISION, AS RECORDED IN PLAT BOOK 16, PAGE 6, AND BEING THE LANDS OF BW US 1, INC., AS RECORDED IN OFFICIAL RECORDS BOOK 1432, PAGE 2646, AMONG THE LAND RECORDS OF INDIAN RIVER COUNTY, FLORIDA AND HAVING A PARCEL IDENTIFICATION NUMBER OF 31392000007000000002.0 PER THE INDIAN RIVER COUNTY PROPERTY APPRAISER. THE PROPERTY IS LYING IN SECTION 21; TOWNSHIP 31 SOUTH; RANGE 39 EAST. 2.AREA = 39,213 SQUARE FEET OR 0.900 ACRES (MEASURED). 3.APPROXIMATE LOCATION OF UNDERGROUND UTILITIES SHOWN HEREON ARE PER A PRIVATE UTILITY MARKOUT PERFORMED BY BLOOD HOUND UNDERGROUND UTILITY LOCATORS ON MARCH 18, 2025 AND FIELD LOCATED WITH CONVENTIONAL FIELD SURVEY METHODS UNLESS OTHERWISE NOTED. 4.THIS SURVEY WAS PERFORMED IN THE FIELD ON MARCH 20, 2025 UTILIZING THE REFERENCE DOCUMENTS AS LISTED HEREON AND DEPICTS BUILDINGS, STRUCTURES AND OTHER IMPROVEMENTS. REVISIONS LISTED ON THIS SURVEY APPLY ONLY TO THE SPECIFIC CHANGES REFERENCED, AND DO NOT CONSTITUTE AN UPDATE OF OTHER DATA ON THIS SURVEY. THE "SURVEY DATE" SHOWN HEREON IS THE APPLICABLE DATE AS RELATED TO PROVISIONS OF STATUTES OF LIMITATION UNLESS NOTED OTHERWISE. 5.ELEVATIONS ARE BASED ON NAVD88 DATUM DETERMINED BY GPS OBSERVATIONS AND TIED IN TO THE NGS BENCHMARK NO. AH5745 WITH A PUBLISHED ELEVATION OF 9.04 FEET. 6.THE PROPERTY IS LOCATED IN OTHER AREAS ZONE X (AREA OF MINIMAL FLOOD HAZARD) PER MAP ENTITLED “NATIONAL FLOOD INSURANCE PROGRAM FLOOD INSURANCE RATE MAP, INDIAN RIVER COUNTY, FLORIDA AND INCORPORATED AREAS, PANEL 114 OF 390”, MAP NUMBER 12061C0114J, WITH A MAP REVISION DATE OF JANUARY 26, 2023. THIS STATEMENT DOES NOT IMPLY THAT THE PROPERTY AND/OR THE STRUCTURES THEREON WILL BE FREE FROM FLOODING OR FLOOD DAMAGE. ON RARE OCCASIONS, GREATER FLOODS CAN AND WILL OCCUR AND FLOOD HEIGHTS MAY BE INCREASED BY MAN-MADE OR NATURAL CAUSES. THIS STATEMENT SHALL NOT CREATE LIABILITY ON THE PART OF THE SURVEYOR. 7.NO ZONING REPORT PROVIDED TO SURVEYOR FOR REVIEW. 8.NO SURVEY OF SUBTERRANEAN STRUCTURES OR INTERIOR SPACES SUCH AS FOOTINGS, FOUNDATIONS, VAULTS OR BASEMENTS WAS PERFORMED AS PART OF THIS LAND SURVEY, AND THIS PLAN SHOULD NOT BE CONSTRUED AS CERTIFICATION TO THE EXISTENCE OR LOCATION OF THE SAME. 9.TREES 4 INCHES DIAMETER AT BREAST HEIGHT (DBH) AND LARGER WERE LOCATED WITHIN THE PROJECT BOUNDARY AT TIME OF SURVEY. 10.NO ON SITE PARKING OBSERVED AT THE TIME OF THE FIELD DATE ON THIS SURVEY. 11.THERE ARE NO VISIBLE ENCROACHMENTS EXCEPT AS SHOWN ON THE SURVEY. ENCROACHMENT IS A LEGAL CONDITION, NOT A MATTER OF SURVEY AND, AS A RESULT, THERE MAY BE OTHER POSSIBLE ENCROACHMENTS AFFECTING THE PROPERTY THAT ARE NOT SHOWN. 12.THE PROPERTY HAS INDIRECT ACCESS TO U.S. HIGHWAY 1 VIA A 24 FOOT WIDE ACCESS EASEMENT AS RECORDED IN PLAT BOOK 16, PAGE 6. 13.THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE “STANDARDS OF PRACTICE”, AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN RULES 5J-17.050 THROUGH 5J-17.053, OF THE FLORIDA ADMINISTRATIVE CODE. 14.THE BEARINGS SHOWN HEREON ARE RELATIVE TO THE FLORIDA STATE PLANE COORDINATE SYSTEM, EAST ZONE, NORTH AMERICAN DATUM OF 1983 - 2011 ADJUSTMENT, HOLDING THE EAST LINE OF LOT 2, AS BEING SOUTH 25°53'36" EAST. 15.ALL DISTANCES ARE MEASURED GROUND DISTANCES UNLESS NOTED OTHERWISE. 16.THE USE OF THE SUBJECT PROPERTY IS CURRENTLY VACANT. 17.THERE ARE NO GAPS/GORES OR OVERLAPS BETWEEN THE RIGHT-OF-WAY LINES HEREON REFERENCED AND LOT 2. 18.THE CONTRACTED PURPOSE OF THIS SURVEY IS FOR PERMITTING, REAL ESTATE TRANSACTION, AND/OR A SITE PLAN. THIS SURVEY IS NOT VALID FOR ANY OTHER USE. 19.ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY ANYONE OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 20.THIS MAP IS INTENDED TO BE DEPICTED AT A SCALE OF 1"=20' ON 24"X36" SHEETS. UNITS SHOWN ARE U.S. SURVEY FEET. 21.SOME TOPOGRAPHIC FEATURES MAY BE EXAGGERATED IN SCALE FOR CLARITY. THE CENTER OF THE SYMBOL OF SUCH FEATURES IS THE CORRECT LOCATIONS. 22.© COPYRIGHT 2025 BY BOHLER, LLC. REPRODUCTIONS OF THIS SURVEY ARE NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND STAMP, OR A DIGITALLY VERIFIED ELECTRONIC SIGNATURE AND SEAL, OF A FLORIDA LICENSED SURVEYOR AND MAPPER EMPLOYED BY BOHLER, LLC. Digitally signed by Collin Woodyard DN: E=cwoodyard@bohlereng.com, CN=Collin Woodyard, O="BOHLER ENGINEERING FL, LLC", L=Boca Raton, S=Florida, SERIALNUMBER=MAS20240820656130, C=US Date: 2025.04.07 11:20:27-04'00' LOT 2 PUBLIX INDIAN RIVER SUBDIVISION PB 16, PG 6 LANDS OF BW US 1, INC. ORB 1432, PG 2646 PID: 31392000007000000002.0 AREA: 39,213 SF OR 0.900 AC (M) "NO BUILDINGS" U S H I G H W A Y 1 S89°09'10"E(M) S89°19'28"E(R) 235.15'(M&R) (BASIS BEARING) S25°53'36"E(M) S26°03'55"E(R) 133.82'(M&R) S64°06'23"W(M) S63°56'05"W(R) 210.00'(M&R) N25°53'37"W(M) N26°03'55"W(R) 239.63'(M&R) W E S FC S N A D 8 3 / 2 0 1 1 EA S T Z O N E FOR H: \ 2 0 2 4 \ F L A 2 4 0 0 4 6 . 0 0 \ S U R V E Y \ C A D \ D R A W I N G S \ S U R V E Y \ S - A L T A - S U R V - F L A 2 4 0 0 4 6 . 0 0 - 0 A - - - - - > L A Y O U T : S H E E T 2 SB SHEET NUMBER: DI S C L A I M E R PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: OF FIELD DATE: CREW CHIEF: APPROVED: FLA240046.00-0A SB SM 04/07/2025 S-ALTA-SURV CLIENT 9621 US HIGHWAY 1 SEBASTIAN, FLORIDA INDIAN RIVER COUNTY 2 03/20/2025 SH CW 2 ALTA/NSPS LAND TITLE SURVEY 1900 NW CORPORATE BOULEVARD SUITE 101E BOCA RATON, FLORIDA 33431 Phone:(561) 571-0280 Fax:(561) 571-0281 FLORIDA BUSINESS CERT. OF AUTH. No. LB#8085 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 TM BO H L E R 0 SCALE:1" = 20' 20 20510 (M) (R)RECORD MEASURED PLAT BOOK UTILITY POLE/LIGHT POLE NOW OR FORMERLY PLUS OR MINUS REFERENCE TYPICAL EXISTING IDENTIFICATION INVERT NUMBER ELEVATION RIGHT-OF-WAY REINFORCED CONCRETE PIPE NORTH AMERICAN DATUM CENTERLINE LOCATION APPROXIMATE SQUARE FOOT CONCRETE X X X LEGEND EXIST CONTOUR EXIST SPOT ELEVATION EXIST TOP OF CURB ELEVATION EXIST GUTTER ELEVATION HYDRANT WATER VALVE OVERHEAD WIRES APPROX LOC UNDERGROUND CABLE LINE PER UTILITY MARKOUT APPROX LOC UNDERGROUND WATER LINE PER UTILITY MARKOUT APPROX LOC UNDERGROUND ELEC LINE PER UTILITY MARKOUT UTILITY POLE SANITARY MANHOLE STORM DRAIN MANHOLE WATER METER SIGN FENCE LANDSCAPED AREA AREA LIGHT PAINTED ARROWS TITLE REPORT EXCEPTION DENOTES PARKING SPACE COUNT BENCHMARK GUY WIRE TREE (SIZE AS NOTED) ORG. DATE - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 04/07/2025 APPROX LOC UNDERGROUND UNKNOWN LINE PER UTILITY MARKOUT WATER SPIGOT GRATE INLET CAPPED IRON ROD FOUND, ID AND SIZE AS NOTED CONCRETE MONUMENT FOUND, ID AND SIZE AS NOTED PAGE OFFICIAL RECORD BOOK DOUBLE SOLID YELLOW LINE SOLID WHITE LINE POLYVINYL CHLORIDE PIPE EDGE OF PAVEMENT SOLID YELLOW LINE NORTH SOUTH EAST WEST UTILITY PULLBOX COVER SHEET INDEX SHEET TITLE NUMBER COVER SHEET C-101 GENERAL NOTES C-102 EXISTING CONDITIONS/ DEMOLITION PLAN C-201 EXISTING CONDITIONS WITH AERIAL OVERLAY C-202 SITE PLAN C-301 TRUCK TURN PLAN C-302 SITE PLAN WITH AERIAL OVERLAY C-303 GRADING AND DRAINAGE PLAN C-401 UTILITY PLAN C-501 EROSION AND SEDIMENT CONTROL PLAN PHASE 1 C-801 EROSION AND SEDIMENT CONTROL PLAN PHASE 2 C-802 CONSTRUCTION DETAILS C-901 FDOT DETAILS C-902 INDIAN RIVER COUNTY UTILITIES DETAILS C-903 LIGHTING PLAN L-201 OWNER/DEVELOPER MAVIS TIRE SUPPLY, LLC 100 HILLSIDE AVENUE WHITE PLAINS, NY 10603 PHONE: 914-984-2500 SITE CONSTRUCTION PLAN PROPOSED MAVIS TIRES & BRAKES - SEBASTIAN LOCATION OF SITE 9641 US HIGHWAY 1 SEBASTIAN, FL 32958 CITY OF SEBASTIAN SECTION 21, TOWNSHIP 31 SOUTH, RANGE 39 EAST PARCEL ID: 31392000007000000002.0 FOR CONTACT: FL-PERMITS@BOHLERENG.COM KAYLA DEDRICK, P.E. 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. C-101 COVER SHEET LOCATION MAP SCALE: 1" = 200' REFERENCES ¨BOUNDARY & TOPOGRAPHIC SURVEY: BOHLER 1900 NW CORPORATE BLVD. SUITE 101E BOCA RATON, FL 33431 DATED: 3/11/2025 ELEVATIONS: NAVD88 ¨GEOTECHNICAL INVESTIGATION REPORT: ECS FLORIDA, LLC - ORLANDO 2815 DIRECTORS ROW, SUITE 500 ORLANDO, FL 32809 DATED: 04/01/2025 ¨ENVIRONMENTAL SITE ASSESSMENT : ECS FLORIDA, LLC - ORLANDO 2815 DIRECTORS ROW, SUITE 500 ORLANDO, FL 32809 DATED: 03/19/2025 ¨PUBLIX - INDIAN RIVER PLANS : BOOS DEVELOPMENT GROUP, INC. 19321-C U.S. HIGHWAY 19, NORTH, SUITE 605 CLEARWATER BEACH, FL 33761 DATED: 12/07/1999 ¨ARCHITECTURAL PLANS : RDC 11921 FREEDOM DR. UNIT 1110 RESTON, VA 20190 ¨LANDSCAPE PLANS : LANDSCAPE DYNAMICS P.O BOX 2852 WINTER PARK, FLORIDA 32790 GOVERNING AGENCIES ¨COMMUNITY DEVELOPMENT CITY OF SEBASTIAN 1225 MAIN STREET SEBASTIAN, FL 32958 PHONE: (772) 589-5330 ¨BUILDING DEPARTMENT CITY OF SEBASTIAN 1225 MAIN STREET SEBASTIAN, FL 32958 PHONE: (772) 589-5537 ROW JURISDICTION ¨TRAFFIC FDOT DISTRICT 4 3400 W COMMERCIAL BLVD, FORT LAUDERDALE, FL 33309 PHONE: (954) 486-1400 ¨STORMWATER, WATER & SEWER INDIAN RIVER COUNTY UTILITIES 1801 27TH ST, VERO BEACH, FL 32960 PHONE: (772) 770-5300 ST. JOHNS RIVER WATER MANAGEMENT DISTRICT 525 COMMUNITY COLLEGE PKWY SE, PALM BAY, FL 32909 PHONE: (321) 984-4940 FDOT DISTRICT 4 3400 W COMMERCIAL BLVD FORT LAUDERDALE, FL 33309 PHONE: (954) 486-1400 CITY OF SEBASTIAN STORMWATER MANAGEMENT 1125 MAIN STREET SEBASTIAN, FL 32958 PHONE: (772) 581-0111 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 LEGAL DESCRIPTION THE SUBJECT PROPERTY IS LOT 2, PUBLIX INDIAN RIVER SUBDIVISION, AS RECORDED IN PLAT BOOK 16, PAGE 6, AND BEING THE LANDS OF BW US 1, INC., AS RECORDED IN OFFICIAL RECORDS BOOK 1432, PAGE 2646, AMONG THE LAND RECORDS OF INDIAN RIVER COUNTY, FLORIDA AND HAVING A PARCEL IDENTIFICATION NUMBER OF 31392000007000000002.0 PER THE INDIAN RIVER COUNTY PROPERTY APPRAISER. THE PROPERTY IS LYING IN SECTION 21; TOWNSHIP 31 SOUTH; RANGE 39 EAST. AREA = 39,213 SQUARE FEET OR 0.900 ACRES (MEASURED). LESSEE'S INTEREST IN THAT CERTAIN LEASE BY AND BETWEEN BW US 1, INC., A FLORIDA CORPORATION, AS LESSOR, AND MAVIS SOUTHEAST LLC, A DELAWARE LIMITED LIABILITY COMPANY, AS LESSEE, DATED ________, MEMORIALIZED BY THAT CERTAIN MEMORANDUM OF LEASE DATED ________, RECORDED _______ AT OFFICIAL RECORDS BOOK _____, PAGE ____, OF THE PUBLIC RECORDS OF ______ COUNTY, FLORIDA, DEMISING THE FOLLOWING DESCRIBED LAND: LOT 2, PUBLIX INDIAN RIVER SUBDIVISION, ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 16, PAGE(S) 6, OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA. DI S C L A I M E R PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H: \ 2 0 2 4 \ F L A 2 4 0 0 4 6 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ C I V I L S I T E P L A N S \ P - C I V L - C N D S - F L A 2 4 0 0 4 6 . 0 0 - 0 A - - - - - > L A Y O U T : C - 1 0 1 C O V R AH 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: FLA240046.00-0A ~AH~ ~ KD ~ 3/4/2026 P-CIVL-CNDS SITE CONSTRUCTION PLAN CLIENT PROPOSED MAVIS TIRES & BRAKES - SEBASTIAN 9641 US HIGHWAY 1 SEBASTIAN, FL 32958 CITY OF SEBASTIAN S 21, T 31S, R 39E 1 2 3 REVISION 3 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 08/13/2025 1ST ROUND OF COMMENTS AH KD 01/21/2026 2ND ROUND OF COMMENTS AH KD 01/21/2026 IRC UTILITIES 1ST ROUND OF COMMENTS AH KD 01/21/2026 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 M a r 0 4 , 2 0 2 6 PROJECT DESCRIPTION THE PROPOSED PROJECT IS A MAVIS TIRES & BRAKES AT 9641 US HIGHWAY 1, SEBASTIAN, FL 32958. THE SITE (PARCEL 31392000007000000002.0, OUTPARCEL B OF THE PUBLIX–INDIAN RIVER MASTER DEVELOPMENT) WILL BE DEVELOPED AS A TIRE AND AUTO SERVICE FACILITY. THE PROPERTY IS ZONED CG (COMMERCIAL GENERAL) WITH A GENERAL COMMERCIAL FUTURE LAND USE, AND THE PROPOSED USE IS PERMITTED AS A CONDITIONAL USE UNDER THE CITY OF SEBASTIAN PLANNED DEVELOPMENT CODE. MAVIS WILL PROVIDE TIRE SALES, BRAKE SERVICE, AND OIL CHANGES. GENERAL PROJECT STATEMENT THE PROPOSED DEVELOPMENT CONSISTS OF A MAVIS TIRES & BRAKES FACILITY AND WILL BE CONSTRUCTED IN A SINGLE PHASE. CONSTRUCTION IS ANTICIPATED TO BEGIN IN AUGUST 2026, WITH COMPLETION EXPECTED BY MARCH 2027. 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. 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. 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. FLORIDA SOIL EROSION & SEDIMENT CONTROL PLAN NOTES (Rev. 12/2024) 1.EROSION CONTROL MEASURES MUST CONFORM TO THE GUIDELINES FOR EROSION AND SEDIMENT CONTROL UNLESS OTHERWISE NOTED, OR UNLESS ENGINEER 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. 2.THE FOLLOWING EROSION CONTROL MEASURES ARE PROPOSED FOR THIS SITE: a.STABILIZE CONSTRUCTION ENTRANCE/ EXIT - A TEMPORARY STONE CONSTRUCTION ACCESS IS TO BE INSTALLED AT THE DESIGNATED LOCATION AS SHOWN ON THE PLAN. THIS AREA MUST BE GRADED SO THAT RUNOFF WATER WILL BE RETAINED ON-SITE. b.SILT FENCE - INSTALL SILT FENCE(S) AND/OR SILT SOCK(S) AROUND ALL OF THE DOWNSLOPE PERIMETERS OF THE SITE, TEMPORARY FILL AREAS, AND SOIL STOCKPILES. c.INLET PROTECTION - IN ORDER TO REDUCE THE POTENTIAL FOR SEDIMENT TO ENTER THE STORMWATER SYSTEM, THE CONTRACTOR SHALL INSTALL INLET PROTECTION AROUND EACH INLET AS DRAINAGE STRUCTURES ARE INSTALLED. INSTALL TEMPORARY INLET PROTECTION ON INLETS DOWNSLOPE FROM DISTURBANCE, WHICH MAY BE BEYOND THE LIMITS OF DISTURBED AREA. d.TREE PROTECTION FENCE – THROUGH THE USE OF TREE PROTECTION FENCE, THE CONTRACTOR MUST MARK ALL EXISTING TREES AND SHRUBS WITHIN AND AROUND THE WORK AREA THAT ARE TO REMAIN. THE CONTRACTOR SHALL REFER TO THE TREE PROTECTION FENCE DETAILS HEREIN. e.SOIL STOCKPILES – STOCKPILES SHALL BE LIMITED TO 35’ MAX. HEIGHT AND SHOULD BE REMOVED OR UTILIZED FOR SITE CONSTRUCTION AS SOON AS PRACTICABLE. f.DUST CONTROL –SHOULD EXCESSIVE DUST BE GENERATED, THE CONTRACTOR MUST PROMPTLY USE AND APPLY WATER TO BARE SOIL SURFACES TO ELIMINATE, OR IF NOT POSSIBLE, MINIMIZE, BLOWING DUST. g.DEWATERING – THE CONTRACTOR MUST PERFORM DEWATERING IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS AND APPROVED PERMITS. IT IS THE CONTRACTOR’S RESPONSIBILITY TO OBTAIN AND PAY THE COSTS ASSOCIATED WITH ANY AND ALL NECESSARY DISCHARGE PERMITS ASSOCIATED WITH SAME. h.CONSTRUCTION WASTE MATERIAL STORAGE – THE CONTRACTOR MUST LOCATE CONSTRUCTION WASTE MATERIAL STORAGE AREAS TO MINIMIZE EXPOSURE TO STORMWATER. CONTRACTOR MUST IMMEDIATELY PLACE CONSTRUCTION WASTE IN ON-SITE STORAGE CONTAINERS UNTIL THAT CONSTRUCTION WASTE IS READY FOR OFF-SITE DISPOSAL. CONTRACTOR MUST MAINTAIN SPILL PREVENTION & RESPONSE EQUIPMENT AND MAKE SAME CONTINUOUSLY AVAILABLE ON-SITE FOR USE BY CONTRACTOR'S EMPLOYEES WHO MUST BE PROPERLY TRAINED IN THE APPLICATION OF SPILL PREVENTION & RESPONSE PROCEDURES. 3.THE CONTRACTOR MUST INSPECT EROSION CONTROL MEASURES WEEKLY. CONTRACTOR MUST IMMEDIATELY CLEAR ANY SILT GREATER THAN 6" BEHIND THE FILTER FABRIC AND/OR SILT SOCK BARRIERS AND EXCAVATE AND REMOVE ANY SILT FROM DROP INLET PROTECTION. 4.THE TERM 'PERMANENT STABILIZATION' USED THROUGHOUT THIS SEQUENCE IS MEANT TO DESCRIBE THE PROPER PLACING, GRADING, CONSTRUCTING, REINFORCING, LINING, AND COVERING OF SOIL, ROCK, OR EARTH TO ENSURE THEIR PERMANENT RESISTANCE TO EROSION, SLIDING OR OTHER MOVEMENT. FOR AN EARTH DISTURBANCE TO BE PERMANENTLY STABILIZED, THE DISTURBED AREA SHALL BE COVERED WITH ONE OF THE FOLLOWING: A MINIMUM UNIFORM 70% PERENNIAL VEGETATIVE COVER, WITH A DENSITY CAPABLE OF RESISTING ACCELERATED EROSION AND SEDIMENTATION; OR AN ACCEPTABLE BMP THAT PERMANENTLY MINIMIZES ACCELERATED EROSION AND SEDIMENTATION. 5.BEFORE INITIATING ANY REVISION TO THE APPROVED EROSION AND SEDIMENT CONTROL PLAN OR REVISIONS TO OTHER PLANS WHICH MAY AFFECT THE EFFECTIVENESS OF THE APPROVED E&S CONTROL PLAN, THE OPERATOR MUST RECEIVE APPROVAL OF THE REVISIONS FROM THE CONSERVATION DISTRICT. THE OPERATOR SHALL ASSURE THAT THE APPROVED EROSION AND SEDIMENT CONTROL PLAN IS PROPERLY AND COMPLETELY IMPLEMENTED. IMMEDIATELY UPON DISCOVERING UNFORESEEN CIRCUMSTANCES POSING THE POTENTIAL FOR ACCELERATED EROSION AND/OR SEDIMENT POLLUTION, THE OPERATOR SHALL IMPLEMENT APPROPRIATE BEST MANAGEMENT PRACTICES TO ELIMINATE POTENTIAL FOR ACCELERATED EROSION AND/OR SEDIMENT POLLUTION. 6.THE CONTRACTOR MUST APPLY TEMPORARY SEED AND MULCH TO ALL DISTURBED AREAS THAT WILL NOT BE BROUGHT TO FINISHED GRADE AND VEGETATED WITHIN 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.AS SOON AS SLOPES, CHANNELS, DITCHES, AND OTHER DISTURBED AREAS REACH FINAL GRADE, THEY MUST BE STABILIZED. WHEN FINAL GRADE IS ACHIEVED DURING NON-GERMINATING MONTHS, THE AREA SHOULD BE MULCHED UNTIL THE BEGINNING OF THE NEXT PLANTING SEASON. AS DISTURBED AREAS WITHIN A PROJECT APPROACH FINAL GRADE, PREPARATIONS SHOULD BE MADE FOR SEEDING AND MULCHING TO BEGIN (I.E., ANTICIPATE THE COMPLETION DATE AND SCHEDULE THE SEEDER). IN NO CASE SHOULD AN AREA EXCEEDING 15,000 SQUARE FEET, WHICH IS TO BE STABILIZED BY VEGETATION, REACH FINAL GRADE WITHOUT BEING SEEDED AND MULCHED. WAITING UNTIL EARTHMOVING IS COMPLETED BEFORE MAKING PREPARATIONS FOR SEEDING AND MULCHING IS NOT ACCEPTABLE. SEEDING AND MULCHING REQUIREMENTS ARE SPECIFIED HEREIN. 8.ONCE AREAS HAVE REACHED PERMANENT STABILIZATION AND PRIOR TO DEMOBILIZATION, THE CONTRACTOR MUST REMOVE ALL TEMPORARY EROSION CONTROL MEASURES, AND ANY ACCUMULATED SILT OR DEBRIS. 9.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. 10.A SITE CONSTRUCTION SEQUENCE IS PROVIDED AS A GUIDE FOR THE CONTRACTOR DURING CONSTRUCTION. PRIOR TO THE START OF CONSTRUCTION, CONTRACTOR MUST REVIEW THE SEQUENCE, AND ANY REQUESTED CHANGES AND THOSE REQUESTED CHANGES MUST BE REVIEWED AND APPROVED BY THE JURISDICTIONAL AGENCY. 11.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 CONTRACTOR MUST REFER TO THEM. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS’ SPECIFIC NOTES. 12.INSTALLATION OF EROSION CONTROL DEVICES MUST BE IN ACCORDANCE WITH ALL OF THE MANUFACTURER'S RECOMMENDATIONS. 13.CONTRACTOR MUST INSTALL ADDITIONAL EROSION CONTROL MEASURES IF ENGINEER OR JURISDICTIONAL AGENCY SO REQUIRES, TO PREVENT THE DISCHARGE OF SEDIMENT LADEN RUNOFF FROM EXITING THE SITE. 14.THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING ALL EROSION CONTROL MEASURES ON THE SITE UNTIL PERMANENT STABILIZATION IS ESTABLISHED UNLESS INDICATED OTHERWISE IN LOCAL, STATE AND/OR FEDERAL PROJECT APPROVALS. THE COST 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. M a r 0 4 , 2 0 2 6 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 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 C/O 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 PROP LINE LEGEND PROPERTY LINE RIGHT-OF-WAY LINE INTERIOR PROPERTY LINE LEASE LINE EASEMENT LINE SETBACK LINE LIMIT OF WORK LIMIT OF DISTURBANCE SAWCUT LINE OVERHEAD WIRE ELECTRIC LINE TELEPHONE LINE CABLE LINE GAS LINE STORM SEWER SANITARY MAIN 12" OR GREATER SANITARY MAIN SANITARY LATERAL SANITARY FORCE MAIN WATER MAIN 12" OR GREATER WATER MAIN WATER LATERAL WATER FIRE LINE LOW LOD OH E T C G S SL FM W WL F PROP SYMBOL LEGEND TYPICAL SIGN TYPICAL BOLLARD UTILITY POLE WITH LIGHT UTILITY POLE TYPICAL LIGHT WATER HYDRANT CLEANOUT SANITARY MANHOLE STORM MANHOLE WATER METER WATER VALVE GAS VALVE TEST PIT BORING S D WM GV T-# B-# C/O C-102 GENERAL NOTES DI S C L A I M E R PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H: \ 2 0 2 4 \ F L A 2 4 0 0 4 6 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ C I V I L S I T E P L A N S \ P - C I V L - C N D S - F L A 2 4 0 0 4 6 . 0 0 - 0 A - - - - - > L A Y O U T : C - 1 0 2 N O T E AH 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: FLA240046.00-0A ~AH~ ~ KD ~ 3/4/2026 P-CIVL-CNDS SITE CONSTRUCTION PLAN CLIENT PROPOSED MAVIS TIRES & BRAKES - SEBASTIAN 9641 US HIGHWAY 1 SEBASTIAN, FL 32958 CITY OF SEBASTIAN S 21, T 31S, R 39E 1 2 3 REVISION 3 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 08/13/2025 1ST ROUND OF COMMENTS AH KD 01/21/2026 2ND ROUND OF COMMENTS AH KD 01/21/2026 IRC UTILITIES 1ST ROUND OF COMMENTS AH KD 01/21/2026 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 M a r 0 4 , 2 0 2 6 15"(TBR) 15" (TBR) 14" (TBR) 19" (TBR) 12" (TBR) CONC (TBR) SPG (TBR) LOT 2 PUBLIX INDIAN RIVER SUBDIVISION PB 16, PG 6 LANDS OF BW US 1, INC. ORB 1432, PG 2646 PID: 31392000007000000002.0 AREA: 39,213 SF OR 0.900 AC (M) "NO BUILDINGS" U S H I G H W A Y 1 S89°09'10"E(M) S89°19'28"E(R) 235.15'(M&R) (BASIS BEARING) S25°53'36"E(M) S26°03'55"E(R) 133.82'(M&R) S64°06'23"W(M) S63°56'05"W(R) 210.00'(M&R) N25°53'37"W(M) N26°03'55"W(R) 239.63'(M&R) UNKNOWN LINE (TBR) UNKNOWN LINE(TBR) ~GRASS~(TBR) ~GRASS~ (TBR)~GRASS~ (TBR) 15"(TBR) UNKNOWN LINE (TBR) UNKNOWN LINE(TBR) EX. END-OF-ROADWAY MARKERS (PER MUTCD OM4-3)(TBR) W E S FC S N A D 8 3 / 2 0 1 1 EA S T Z O N E THIS PLAN TO BE UTILIZED FOR DEMOLITION PURPOSES ONLY 0 SCALE:1" = 20' 20 20510 EXISTING CONDITIONS/ DEMOLITION PLAN C-201 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 0 4 6 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ C I V I L S I T E P L A N S \ P - C I V L - E X D M - F L A 2 4 0 0 4 6 . 0 0 - 0 A - - - - - > L A Y O U T : C - 2 0 1 E X D M AH 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: FLA240046.00-0A ~AH~ ~ KD ~ 3/4/2026 P-CIVL-EXDM SITE CONSTRUCTION PLAN CLIENT PROPOSED MAVIS TIRES & BRAKES - SEBASTIAN 9641 US HIGHWAY 1 SEBASTIAN, FL 32958 CITY OF SEBASTIAN S 21, T 31S, R 39E 1 2 3 REVISION 3 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 08/13/2025 1ST ROUND OF COMMENTS AH KD 01/21/2026 2ND ROUND OF COMMENTS AH KD 01/21/2026 IRC UTILITIES 1ST ROUND OF COMMENTS AH KD 01/21/2026 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 M a r 0 4 , 2 0 2 6 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.PRIOR TO STARTING ANY DEMOLITION CONTRACTOR IS RESPONSIBLE FOR/TO: A.THE CONTRACTOR SHALL OBTAIN A SUNSHINE STATE ONE CALL LOCATION CERTIFICATION PRIOR TO ANY EXCAVATION OR DEMOLITION. THE NUMBER IS 1-800-432-4770. B.ENSURING COPIES OF ALL PERMITS AND APPROVALS MUST BE MAINTAINED ON SITE AND AVAILABLE FOR REVIEW. C.INSTALLING THE REQUIRED SOIL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO SITE DISTURBANCE. D.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. E.PROTECTING AND MAINTAINING IN OPERATION, ALL ACTIVE SYSTEMS THAT ARE NOT BEING REMOVED DURING ALL DEMOLITION ACTIVITIES. F.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. G.COORDINATION WITH UTILITY COMPANIES REGARDING WORKING "OFF-PEAK" HOURS OR ON WEEKENDS AS MAY BE REQUIRED TO MINIMIZE THE IMPACT ON THE AFFECTED PARTIES. H.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 WITHOUT PRIOR WRITTEN CONSENT OF BOTH THE OWNER AND APPLICABLE GOVERNMENTAL AUTHORITIES. ALL THE REQUIRED PERMITS AND EXPLOSIVE CONTROL MEASURES THAT ARE REQUIRED BY THE FEDERAL, STATE, AND LOCAL REGULATIONS SHALL BE IN PLACE PRIOR TO STARTING AN EXPLOSIVE PROGRAM. 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 AUTHORITY. 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.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. 12.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. 13.DEBRIS SHALL NOT BE BURIED 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. 14.CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL EXISTING SITE IMPROVEMENTS AND UTILITIES. ALL DISCREPANCIES SHALL BE IDENTIFIED TO THE ENGINEER IN WRITING. 15.ALL EXISTING UTILITIES BEING REMOVED SHALL BE DONE SO BY THE CONTRACTOR IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS. 16.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. AH5745 WITH A PUBLISHED ELEVATION OF 9.04 FEET. FEMA NOTE THE PROPERTY IS LOCATED IN OTHER AREAS ZONE X (AREA OF MINIMAL FLOOD HAZARD) PER MAP ENTITLED “NATIONAL FLOOD INSURANCE PROGRAM FLOOD INSURANCE RATE MAP, INDIAN RIVER COUNTY, FLORIDA AND INCORPORATED AREAS, PANEL 114 OF 390”, MAP NUMBER 12061C0114J, WITH A MAP REVISION DATE OF JANUARY 26, 2023.THIS STATEMENT DOES NOT IMPLY THAT THE PROPERTY AND/OR THE STRUCTURES THEREON WILL BE FREE FROM FLOODING OR FLOOD DAMAGE. ON RARE OCCASIONS, GREATER FLOODS CAN AND WILL OCCUR AND FLOOD HEIGHTS MAY BE INCREASED BY MAN-MADE OR NATURAL CAUSES. THIS STATEMENT SHALL NOT CREATE LIABILITY ON THE PART OF THE SURVEYOR. PERMITS REQUIRED 1.NEW SITE PLAN 2.CONDITIONAL USE PERMIT 3.LAND CLEARING PERMIT 4.BUILDING PERMIT 5.SIGNAGE PERMIT NEIGHBORING PROPERTY LINE ONSITE PROPERTY LINE / R.O.W. LINE EX. STORM SEWER EX. SPOT ELEVATION EX. TREE TO BE REMOVED/ TO BE RELOCATED (TBR)/(TBRL) EX. EASEMENT EX. OVERHEAD ELECTRIC EX. SANITARY LINE EX. FENCE EX. TREE TO BE REMOVED EX. ROADWAY C/L LEGEND EXISTING CONDITIONS / DEMOLITION PLAN EX. WATER LINE 15"(TBR) UNKNOWN LINE TO BE REMOVED EX. ELECTRIC LINE 15" (TBR) 15"(TBR) 15" (TBR) 14" (TBR) 19" (TBR) 12" (TBR) CONC (TBR) SPG (TBR) LOT 2 PUBLIX INDIAN RIVER SUBDIVISION PB 16, PG 6 LANDS OF BW US 1, INC. ORB 1432, PG 2646 PID: 31392000007000000002.0 AREA: 39,213 SF OR 0.900 AC (M) "NO BUILDINGS" U S H I G H W A Y 1 S89°09'10"E(M) S89°19'28"E(R) 235.15'(M&R) (BASIS BEARING) S25°53'36"E(M) S26°03'55"E(R) 133.82'(M&R) S64°06'23"W(M) S63°56'05"W(R) 210.00'(M&R) N25°53'37"W(M) N26°03'55"W(R) 239.63'(M&R) UNKNOWN LINE (TBR) UNKNOWN LINE(TBR) ~GRASS~(TBR) ~GRASS~ (TBR)~GRASS~ (TBR) 15"(TBR) UNKNOWN LINE (TBR) UNKNOWN LINE(TBR) EX. END-OF-ROADWAY MARKERS (PER MUTCD OM4-3)(TBR) W E S FC S N A D 8 3 / 2 0 1 1 EA S T Z O N E THIS PLAN TO BE UTILIZED FOR DEMOLITION PURPOSES ONLY 0 SCALE:1" = 20' 20 20510 EXISTING CONDITIONS WITH AERIAL OVERLAY C-202 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 0 4 6 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ C I V I L S I T E P L A N S \ P - C I V L - E X D M - F L A 2 4 0 0 4 6 . 0 0 - 0 A - - - - - > L A Y O U T : C - 2 0 2 E X D M AH 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: FLA240046.00-0A ~AH~ ~ KD ~ 3/4/2026 P-CIVL-EXDM SITE CONSTRUCTION PLAN CLIENT PROPOSED MAVIS TIRES & BRAKES - SEBASTIAN 9641 US HIGHWAY 1 SEBASTIAN, FL 32958 CITY OF SEBASTIAN S 21, T 31S, R 39E 1 2 3 REVISION 3 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 08/13/2025 1ST ROUND OF COMMENTS AH KD 01/21/2026 2ND ROUND OF COMMENTS AH KD 01/21/2026 IRC UTILITIES 1ST ROUND OF COMMENTS AH KD 01/21/2026 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 M a r 0 4 , 2 0 2 6 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.PRIOR TO STARTING ANY DEMOLITION CONTRACTOR IS RESPONSIBLE FOR/TO: A.THE CONTRACTOR SHALL OBTAIN A SUNSHINE STATE ONE CALL LOCATION CERTIFICATION PRIOR TO ANY EXCAVATION OR DEMOLITION. THE NUMBER IS 1-800-432-4770. B.ENSURING COPIES OF ALL PERMITS AND APPROVALS MUST BE MAINTAINED ON SITE AND AVAILABLE FOR REVIEW. C.INSTALLING THE REQUIRED SOIL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO SITE DISTURBANCE. D.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. E.PROTECTING AND MAINTAINING IN OPERATION, ALL ACTIVE SYSTEMS THAT ARE NOT BEING REMOVED DURING ALL DEMOLITION ACTIVITIES. F.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. G.COORDINATION WITH UTILITY COMPANIES REGARDING WORKING "OFF-PEAK" HOURS OR ON WEEKENDS AS MAY BE REQUIRED TO MINIMIZE THE IMPACT ON THE AFFECTED PARTIES. H.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 WITHOUT PRIOR WRITTEN CONSENT OF BOTH THE OWNER AND APPLICABLE GOVERNMENTAL AUTHORITIES. ALL THE REQUIRED PERMITS AND EXPLOSIVE CONTROL MEASURES THAT ARE REQUIRED BY THE FEDERAL, STATE, AND LOCAL REGULATIONS SHALL BE IN PLACE PRIOR TO STARTING AN EXPLOSIVE PROGRAM. 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 AUTHORITY. 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.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. 12.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. 13.DEBRIS SHALL NOT BE BURIED 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. 14.CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL EXISTING SITE IMPROVEMENTS AND UTILITIES. ALL DISCREPANCIES SHALL BE IDENTIFIED TO THE ENGINEER IN WRITING. 15.ALL EXISTING UTILITIES BEING REMOVED SHALL BE DONE SO BY THE CONTRACTOR IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS. 16.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. AH5745 WITH A PUBLISHED ELEVATION OF 9.04 FEET. FEMA NOTE THE PROPERTY IS LOCATED IN OTHER AREAS ZONE X (AREA OF MINIMAL FLOOD HAZARD) PER MAP ENTITLED “NATIONAL FLOOD INSURANCE PROGRAM FLOOD INSURANCE RATE MAP, INDIAN RIVER COUNTY, FLORIDA AND INCORPORATED AREAS, PANEL 114 OF 390”, MAP NUMBER 12061C0114J, WITH A MAP REVISION DATE OF JANUARY 26, 2023.THIS STATEMENT DOES NOT IMPLY THAT THE PROPERTY AND/OR THE STRUCTURES THEREON WILL BE FREE FROM FLOODING OR FLOOD DAMAGE. ON RARE OCCASIONS, GREATER FLOODS CAN AND WILL OCCUR AND FLOOD HEIGHTS MAY BE INCREASED BY MAN-MADE OR NATURAL CAUSES. THIS STATEMENT SHALL NOT CREATE LIABILITY ON THE PART OF THE SURVEYOR. PERMITS REQUIRED 1.NEW SITE PLAN 2.CONDITIONAL USE PERMIT 3.LAND CLEARING PERMIT 4.BUILDING PERMIT 5.SIGNAGE PERMIT NEIGHBORING PROPERTY LINE ONSITE PROPERTY LINE / R.O.W. LINE EX. STORM SEWER EX. SPOT ELEVATION EX. TREE TO BE REMOVED/ TO BE RELOCATED (TBR)/(TBRL) EX. EASEMENT EX. OVERHEAD ELECTRIC EX. SANITARY LINE EX. FENCE EX. TREE TO BE REMOVED EX. ROADWAY C/L LEGEND EXISTING CONDITIONS / DEMOLITION PLAN EX. WATER LINE 15"(TBR) UNKNOWN LINE TO BE REMOVED EX. ELECTRIC LINE 15" (TBR) T D W WV M E T E R C/O C/O C/O U S H I G H W A Y 1 S89°09'10"E(M) S89°19'28"E(R) 235.15'(M&R) (BASIS BEARING) S25°53'36"E(M) S26°03'55"E(R) 133.82'(M&R) S64°06'23"W(M) S63°56'05"W(R) 210.00'(M&R) N25°53'37"W(M) N26°03'55"W(R) 239.63'(M&R) 12 13 5 ' 1 0 ' 5' 5 ' 20' 20' 24' 24' 5' PROP TRASH ENCLOSURE (SEE ARCHITECTURAL PLANS FOR DETAILS) 11.7' 1 2 ' 2 2 ' 29' 1 0 ' 1 1 . 3 ' 20' 1 0 ' 24.7' 2 6 . 8 ' 2 2 ' 22 ' MAVIS 6-BAY STRAIGHT 4,997 SF FFE = 12.55 PARKING PROVIDED = 25 SPACES PROP MONUMENT SIGN (BY OTHERS) 5' BUILDING SETBACK 10' LANDSCAPE BUFFER 1 0 ' B U I L D I N G S E T B A C K & L A N D S C A P E B U F F E R 5' BUI L D I N G S E T B A C K 10' LA N D S C A P E B U F F E R 1 0 ' L A N D S C A P E B U F F E R PROP CONCRETE SIDEWALK PROP 6" WHITE SOLID STRIP (TYP) PROP DIRECTIOAL ARROW (TYP) PROP CROSS WALK PROP TYPE 'F' CURB (SEE SHEET C-902) PROP MONOLITHIC CURB AND FLUSH SIDEWALK (SEE SHEET C-901) PROP BOLLARD (TYP) (SEE SHEET C-901) PROP 6" WHITE SOLID STRIP (TYP) PROP TYPE 'F' CURB (SEE SHEET C-902) 25'R 8'R 5'R 25' R 25 ' R 5'R 5'R 20 ' R 20'R PROP "STOP" SIGN (R1-1) (SEE SHEET C-901) (TYP) PROP "STOP" SIGN (R1-1) (SEE SHEET C-901) (TYP) 6 ' B U I L D I N G S E T B A C K PROP LIGHTING (BY OTHERS) PROP LIGHTING (BY OTHERS) PROP LIGHTING (BY OTHERS) PROP LIGHTING (BY OTHERS) PROP LIGHTING (BY OTHER) 3 7 . 3 ' PROP 24" STOP BAR (TYP) (SEE SHEET C-902) 58.3' 39 . 1 ' PROP TYPE 'F' CURB (SEE SHEET C-902) 103.3' PROP ADA STRIPING AND SIGN (SEE SHEET C-901) 48' 1 0 4 . 6 7 ' PROP "OVERHANG" AREA 2 2 ' 5 ' PROP TYPE 'D' CURB (SEE SHEET C-902) 6.4' 72'R 25'R 60'R 50'R 1'R MIN 3' PROP LIGHTING (BY OTHERS) 18.5' 2.2' W E S FC S N A D 8 3 / 2 0 1 1 EA S T Z O N E 0 SCALE:1" = 20' 20 20510 C-301 SITE PLAN THIS PLAN TO BE UTILIZED FOR SITE LAYOUT PURPOSES ONLY 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 0 4 6 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ C I V I L S I T E P L A N S \ P - C I V L - S I T E - F L A 2 4 0 0 4 6 . 0 0 - 0 A - - - - - > L A Y O U T : C - 3 0 1 S I T E AH 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: FLA240046.00-0A ~AH~ ~ KD ~ 3/4/2026 P-CIVL-SITE SITE CONSTRUCTION PLAN CLIENT PROPOSED MAVIS TIRES & BRAKES - SEBASTIAN 9641 US HIGHWAY 1 SEBASTIAN, FL 32958 CITY OF SEBASTIAN S 21, T 31S, R 39E 1 2 3 REVISION 3 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 08/13/2025 1ST ROUND OF COMMENTS AH KD 01/21/2026 2ND ROUND OF COMMENTS AH KD 01/21/2026 IRC UTILITIES 1ST ROUND OF COMMENTS AH KD 01/21/2026 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 M a r 0 4 , 2 0 2 6 X PROP CONCRETE SIDEWALK EX ROAD CENTERLINE EX ADJACENT PROPERTY LINE PROP BUILDING ENTRANCE PROP PARKING COUNT PROP SETBACK PROP BUFFER EX PROPERTY LINE LEGEND SITE PLAN PROP HEAVY DUTY CONCRETE ZONING TABLE ZONE: GENERAL COMMERCIAL - CG USE: VEHICLE SERVICE AND MAINTENANCE SECTION 21, TOWNSHIP 31 SOUTH, RANGE 39 EAST APPLICANT / OWNER INFORMATION APPLICANT: MAVIS TIRE SUPPLY, LLC 100 HILLSIDE AVENUE, WHITE PLAINS, NY 10603 PARCEL INFORMATION PARCEL NUMBER:31392000007000000002.0 SITE ADDRESS:9641 US HIGHWAY 1, SEBASTIAN, FL 32958 JURISDICTION:CITY OF SEBASTIAN FUTURE LAND USE:GENERAL COMMERCIAL EXISTING LAND USE:VACANT PROPOSED LAND USE:COMMERCIAL - AUTO REPAIR FEMA ZONE:ZONE X BULK REQUIREMENTS ITEM REQUIRED PROPOSED MIN. STRUCTURE SETBACKS FRONT 6 FT 6 FT SIDE 5 FT 5 FT REAR 10 FT 10 FT MIN. LANDSCAPE SETBACKS FRONT 10FT 10FT SIDE 10 FT 10 FT REAR 10FT 10 FT PERMITTED HEIGHT 28 FT 22 FT 5.5 IN MAX. IMPERVIOUS SURFACE AREA RATIO (ISR)80%70% MAXIMUM FLOOR AREA RATIO 60%13% SHOWROOM 704 SF SERVICE AREA 2,473 SF TIRE STORAGE 1,169 SF MAXIMUM BUILDING COVERAGE 30%13% MINIMUM OPEN SPACE 20%30% ACCESS DRIVEWAY WIDTH 24 FT 24 FT AREA CALCULATIONS TOTAL PROJECT AREA 0.90 AC (39,212 SF) EXISTING GREEN SPACE 0.90 AC (39,088 SF) EXISTING POND AREA 0.00 AC (0 SF) EXISTING TOTAL IMPERVIOUS AREA 0.003 AC (124 SF) EXISTING BUILDING AREA 0.00 AC (0 SF) EXISTING VUA AREA 0.00 AC (0 SF) EXISTING IMPERVIOUS AREA 0.003 AC (124 SF) PROPOSED GREEN SPACE 0.28 AC (12,049 SF) PROPOSED POND AREA 0.00 AC (0 SF) PROPOSED TOTAL IMPERVIOUS AREA 0.62 AC (27,163 SF) PROPOSED BUILDING AREA 0.11 AC (4,997 SF) PROPOSED VUA AREA 0.48 AC (20,882 SF) PROPOSED OTHER IMPERVIOUS AREA 0.03 AC (1,284 SF) PARKING CALCULATIONS REGULAR PARKING SPACES PROVIDED 24 SPACES TOTAL ADA SPACES PROVIDED 1 SPACE TOTAL SPACES PROVIDED 25 SPACES REQUIRED PARKING SPACES TWO SPACES FOR EACH BAY PLUS ONE SPACE PER 400 SQUARE FEET OF OFFICE AND/OR SALE AREA. BAYS, RACKS, OR SIMILAR FACILITIES SHALL NOT BE COUNTED AS PARKING SPACES FOR MEETING THE REQUIREMENTS OF THIS ARTICLE. (17 SPACES) SITE NOTES 1.THE PROPOSED ACTIVITIES SHALL COMPLY WITH CITY OF SEBASTIAN 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 SEBASTIAN 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. 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. NOTE THE HEIGHT AND ELEVATION OF THE ADJACENT STREET CROWN IS AT 11.92' PROP SIGN T D W WV M E T E R C/O C/O C/O U S H I G H W A Y 1 Pumper Fir e T r u c k MAVIS 6-BAY STRAIGHT 4,997 SF FFE = 12.55 PARKING PROVIDED = 25 SPACES 5' BUILDING SETBACK 10' LANDSCAPE BUFFER 1 0 ' B U I L D I N G S E T B A C K & L A N D S C A P E B U F F E R 5' BUI L D I N G S E T B A C K 10' LA N D S C A P E B U F F E R 1 0 ' L A N D S C A P E B U F F E R 6 ' B U I L D I N G S E T B A C K 48' 1 0 4 . 6 7 ' W E S FC S N A D 8 3 / 2 0 1 1 EA S T Z O N E 40 8 22 Pumper Fire Truck Overall Length 40.000ft Overall Width 8.167ft Overall Body Height 7.745ft Min Body Ground Clearance 0.656ft Track Width 8.167ft Lock-to-lock time 5.00s Max Wheel Angle 45.00° T D W WV M E T E R C/O C/O C/O 40.5' FRONT L O A D G A R B A G E T R U C K MAVIS 6-BAY STRAIGHT 4,997 SF FFE = 12.55 PARKING PROVIDED = 25 SPACES 1 0 ' B U I L D I N G S E T B A C K & L A N D S C A P E B U F F E R 5' BUI L D I N G S E T B A C K 10' LA N D S C A P E B U F F E R 1 0 ' L A N D S C A P E B U F F E R 6 ' B U I L D I N G S E T B A C K 48' 1 0 4 . 6 7 ' 40.5 13.6 15.89 4.7 18.24 40.5' FRONT LOAD GARBAGE TRUCK Overall Length 40.500ft Overall Width 8.500ft Overall Body Height 18.102ft Min Body Ground Clearance 0.853ft Track Width 8.500ft Lock-to-lock time 6.00s Curb to Curb Turning Radius 32.000ft 0 SCALE:1" = 20' 20 20510 C-302 TRUCK TURN PLAN THIS PLAN TO BE UTILIZED FOR SITE LAYOUT PURPOSES ONLY 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 0 4 6 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ C I V I L S I T E P L A N S \ P - C I V L - S I T E - F L A 2 4 0 0 4 6 . 0 0 - 0 A - - - - - > L A Y O U T : C - 3 0 2 S I T E AH 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: FLA240046.00-0A ~AH~ ~ KD ~ 3/4/2026 P-CIVL-SITE SITE CONSTRUCTION PLAN CLIENT PROPOSED MAVIS TIRES & BRAKES - SEBASTIAN 9641 US HIGHWAY 1 SEBASTIAN, FL 32958 CITY OF SEBASTIAN S 21, T 31S, R 39E 1 2 3 REVISION 3 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 08/13/2025 1ST ROUND OF COMMENTS AH KD 01/21/2026 2ND ROUND OF COMMENTS AH KD 01/21/2026 IRC UTILITIES 1ST ROUND OF COMMENTS AH KD 01/21/2026 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 M a r 0 4 , 2 0 2 6 T D W WV M E T E R C/O C/O C/O U S H I G H W A Y 1 12 13 5 ' 1 0 ' 5' 5 ' 20' 20' 24' 24' 5' PROP TRASH ENCLOSURE (SEE ARCHITECTURAL PLANS FOR DETAILS) 11.7' 1 2 ' 2 2 ' 29' 1 0 ' 1 1 . 3 ' 20' 1 0 ' 24.7' 2 6 . 8 ' 2 2 ' 22 ' MAVIS 6-BAY STRAIGHT 4,997 SF FFE = 12.55 PARKING PROVIDED = 25 SPACES PROP MONUMENT SIGN (BY OTHERS) 5' BUILDING SETBACK 10' LANDSCAPE BUFFER 1 0 ' B U I L D I N G S E T B A C K & L A N D S C A P E B U F F E R 5' BUI L D I N G S E T B A C K 10' LA N D S C A P E B U F F E R 1 0 ' L A N D S C A P E B U F F E R PROP CONCRETE SIDEWALK PROP 6" WHITE SOLID STRIP (TYP) PROP DIRECTIOAL ARROW (TYP) PROP CROSS WALK PROP TYPE 'F' CURB (SEE SHEET C-902) PROP MONOLITHIC CURB AND FLUSH SIDEWALK (SEE SHEET C-901) PROP BOLLARD (TYP) (SEE SHEET C-901) PROP 6" WHITE SOLID STRIP (TYP) PROP FREE AIR MACHINE (SEE ARCHITECTURAL PLANS FOR DETAILS) PROP TYPE 'F' CURB (SEE SHEET C-902) 25'R 8'R 5'R 25' R 25 ' R 5'R 5'R 20 ' R 20'R PROP "STOP" SIGN (R1-1) (SEE SHEET C-901) (TYP) PROP "STOP" SIGN (R1-1) (SEE SHEET C-901) (TYP) 6 ' B U I L D I N G S E T B A C K PROP LIGHTING (BY OTHERS) PROP LIGHTING (BY OTHERS) PROP LIGHTING (BY OTHERS) PROP LIGHTING (BY OTHERS) PROP LIGHTING (BY OTHER) 3 7 . 3 ' PROP 24" STOP BAR (TYP) (SEE SHEET C-902) 58.3' 39 . 1 ' PROP TYPE 'F' CURB (SEE SHEET C-902) 103.3' PROP ADA STRIPING AND SIGN (SEE SHEET C-901) 48' 1 0 4 . 6 7 ' PROP "OVERHANG" AREA 2 2 ' 5 ' PROP TYPE 'D' CURB (SEE SHEET C-902) 6.4' 72'R 25'R 60'R 50'R 1'R MIN 3' PROP LIGHTING (BY OTHERS) 18.5' 2.2' W E S FC S N A D 8 3 / 2 0 1 1 EA S T Z O N E X PROP CONCRETE SIDEWALK EX ROAD CENTERLINE EX ADJACENT PROPERTY LINE PROP BUILDING ENTRANCE PROP PARKING COUNT PROP SETBACK PROP BUFFER PROP PROPERTY LINE EX PROPERTY LINE LEGEND SITE PLAN 0 SCALE:1" = 20' 20 20510 C-303 SITE PLAN WITH AERIAL OVERLAYTHIS PLAN TO BE UTILIZED FOR SITE LAYOUT PURPOSES ONLY 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 0 4 6 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ C I V I L S I T E P L A N S \ P - C I V L - S I T E - F L A 2 4 0 0 4 6 . 0 0 - 0 A - - - - - > L A Y O U T : C - 3 0 3 S I T E AH 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: FLA240046.00-0A ~AH~ ~ KD ~ 3/4/2026 P-CIVL-SITE SITE CONSTRUCTION PLAN CLIENT PROPOSED MAVIS TIRES & BRAKES - SEBASTIAN 9641 US HIGHWAY 1 SEBASTIAN, FL 32958 CITY OF SEBASTIAN S 21, T 31S, R 39E 1 2 3 REVISION 3 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 08/13/2025 1ST ROUND OF COMMENTS AH KD 01/21/2026 2ND ROUND OF COMMENTS AH KD 01/21/2026 IRC UTILITIES 1ST ROUND OF COMMENTS AH KD 01/21/2026 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 M a r 0 4 , 2 0 2 6 PROP HEAVY DUTY CONCRETE U S H I G H W A Y 1 S89°09'10"E(M) S89°19'28"E(R) 235.15'(M&R) (BASIS BEARING) S25°53'36"E(M) S26°03'55"E(R) 133.82'(M&R) S64°06'23"W(M) S63°56'05"W(R) 210.00'(M&R) N25°53'37"W(M) N26°03'55"W(R) 239.63'(M&R) MAVIS 6-BAY STRAIGHT 4,997 SF FFE = 12.55 PARKING PROVIDED = 25 SPACES T E E E E E E E D W WV M E T E R C/O W W W W S S S S S C/O C/O E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E EPROP 120 LF 18" STM PIPE @0.3% PROP 64 LF 18" STM PIPE @0.3% PROP A-10 MANHOLE RIM: AT GRADE INV EL. (E): 6.48' INV EL. (W): 6.89' INV EL. (S): 9.25' PROP A-40 TYPE 9 INLET GRATE: 10.85 INV EL (NW): 7.08' INV EL (E):7.08' PROP 108 LF 18" STM PIPE @0.7% PROP A-50 TYPE 9 INLET GRATE: 11.00 INV EL. (S): 7.50' PROP A-10 TYPE 9 INLET GRATE: 10.10 INV EL: 7.10' PROP A-20 TYPE 9 INLET GRATE: 10.00 INV EL (N): 6.78' INV EL. (W): 6.78' PROP 139 LF 18" STM PIPE @0.3% PROP 25 LF 6" STM PIPE PROP 31 LF 6" STM PIPE PROP 10 LF 6" STM PIPE PROP 10 LF 6" STM PIPE C.O.1 INV:7.95 INV:6.95 C.O.2 INV:7.29 PROP 13 LF 8" STM PIPE @2.75% PROP 24 LF 8" STM PIPE @2.75% T E E E E E E E D W WV M E T E R C/O W W W W S S S S S C/O C/O E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E EPROP 120 LF 18" STM PIPE @0.3% PROP 64 LF 18" STM PIPE @0.3% PROP A-10 MANHOLE RIM: AT GRADE INV EL. (E): 6.48' INV EL. (W): 6.89' INV EL. (S): 9.25' PROP A-40 TYPE 9 INLET GRATE: 10.85 INV EL (NW): 7.08' INV EL (E):7.08' PROP 108 LF 18" STM PIPE @0.7% PROP A-50 TYPE 9 INLET GRATE: 11.00 INV EL. (S): 7.50' PROP A-10 TYPE 9 INLET GRATE: 10.10 INV EL: 7.10' PROP A-20 TYPE 9 INLET GRATE: 10.00 INV EL (N): 6.78' INV EL. (W): 6.78' PROP 139 LF 18" STM PIPE @0.3% PROP 25 LF 6" STM PIPE PROP 31 LF 6" STM PIPE PROP 10 LF 6" STM PIPE PROP 10 LF 6" STM PIPE C.O.1 INV:7.95 INV:6.95 C.O.2 INV:7.29 PROP 13 LF 8" STM PIPE @2.75% PROP 24 LF 8" STM PIPE @2.75% 12 T E E E E E E E D W WV M E T E R C/O W W W W S S S S S C/O C/O E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E EPROP 120 LF 18" STM PIPE @0.3% PROP 64 LF 18" STM PIPE @0.3% PROP A-10 MANHOLE RIM: AT GRADE INV EL. (E): 6.48' INV EL. (W): 6.89' INV EL. (S): 9.25' PROP A-40 TYPE 9 INLET GRATE: 10.85 INV EL (NW): 7.08' INV EL (E):7.08' PROP 108 LF 18" STM PIPE @0.7% PROP A-50 TYPE 9 INLET GRATE: 11.00 INV EL. (S): 7.50' PROP A-10 TYPE 9 INLET GRATE: 10.10 INV EL: 7.10' PROP A-20 TYPE 9 INLET GRATE: 10.00 INV EL (N): 6.78' INV EL. (W): 6.78' PROP 139 LF 18" STM PIPE @0.3% PROP 25 LF 6" STM PIPE PROP 31 LF 6" STM PIPE PROP 10 LF 6" STM PIPE PROP 10 LF 6" STM PIPE C.O.1 INV:7.95 INV:6.95 C.O.2 INV:7.29 PROP 13 LF 8" STM PIPE @2.75% PROP 24 LF 8" STM PIPE @2.75% FFE 12.55 FFE 12.55 FFE 12.55 FFE 12.55 FFE 12.55 G 12.05 G 12.05 G 12.05 FFE 12.55 FFE 12.55 FFE 12.55 FFE 12.55 G 12.45 TC 12.50 BC 12.00 G 12.00 G 12.20 G 11.95 TC 12.30 BC 11.80 G 12.15 TC 12.50 BC 12.00 TC 12.50 BC 12.00 MEG ±10.00 MEG ±9.50 TC 11.08 BC 10.58 TC 11.43 BC 10.93 MEG ±9.50 G 10.00 G 11.75 RIDGE RIDGE RIDGE MEG TC 11.42 MEG BC 11.04 MEG TC 11.20 MEG BC 11.08 TC 12.10 BC 11.60 TC 11.40 BC 10.75 TC 12.25 BC 11.75 TC 12.10 BC 11.60 TC 12.50 BC 12.00 TC 12.50 BC 12.00 G 11.55 G 11.65 G 11.45 G 11.55 R I D G E RIDGE TC 12.50 BC 12.00 TC 12.20 BC 11.70 G 10.85 TC 12.10 BC 11.60 TC 11.70 BC 11.20 TC 11.90 BC 11.40 TC 12.50 BC 12.00 TC 11.85 BC 11.35 MEG ±8.65 TC 11.05 BC 10.55 TC 12.10 BC 11.60 TC 12.20 BC 11.70 TC 11.60 BC 11.10 TC 12.40 BC 11.90 TC 12.20 BC 11.70 TC 12.45 BC 11.95 TC 12.30 BC 11.80 TC 11.50 BC 11.00 MEG ±9.10 MEG TC 11.59 MEG BC 11.34 MEG TC 12.36 MEG BC 12.23 G 11.00 TC 12.40 BC 11.90 G 10.10 MEG ±8.40 MEG 9.00 MEG ±12.00 MEG ±12.00 MEG ±12.00 TC 12.50 BC 12.00 TC 12.50 BC 12.00 FFE 12.55 G 11.37 TC 12.45 BC 11.95 FFE 12.55 W E S FC S N A D 8 3 / 2 0 1 1 EA S T Z O N E 12 0 SCALE:1" = 20' 20 20510 C-401 GRADING AND DRAINAGE PLAN THIS PLAN TO BE UTILIZED FOR GRADING, DRAINAGE AND UTILITIES PURPOSES ONLY 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 0 4 6 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ C I V I L S I T E P L A N S \ P - C I V L - G R D R - F L A 2 4 0 0 4 6 . 0 0 - 0 A - - - - - > L A Y O U T : C - 4 0 1 G R D R AH 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: FLA240046.00-0A ~AH~ ~ KD ~ 3/4/2026 P-CIVL-GRDR SITE CONSTRUCTION PLAN CLIENT PROPOSED MAVIS TIRES & BRAKES - SEBASTIAN 9641 US HIGHWAY 1 SEBASTIAN, FL 32958 CITY OF SEBASTIAN S 21, T 31S, R 39E 1 2 3 REVISION 3 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 08/13/2025 1ST ROUND OF COMMENTS AH KD 01/21/2026 2ND ROUND OF COMMENTS AH KD 01/21/2026 IRC UTILITIES 1ST ROUND OF COMMENTS AH KD 01/21/2026 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 M a r 0 4 , 2 0 2 6 LEGEND G 39.96 RIDGE LINE PROP STORM MANHOLE PROP STORM CLEANOUT PROP CURB INLET PROP STORM SEWER EX STORM SEWER PROP SPOT ELEVATION PROPERTY LINE GRADING PLAN PROP ASPHALT PROP HEAVY DUTY ASPHALT PROP CONCRETE SIDEWALK PROP HEAVY DUTY CONCRETE 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. 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. DATUM NOTE ELEVATIONS ARE BASED ON NAVD88 DATUM DETERMINED BY GPS OBSERVATIONS AND TIED IN TO THE NGS BENCHMARK NO. AH5745 WITH A PUBLISHED ELEVATION OF 9.04 FEET. FEMA NOTE THE PROPERTY IS LOCATED IN OTHER AREAS ZONE X (AREA OF MINIMAL FLOOD HAZARD) PER MAP ENTITLED “NATIONAL FLOOD INSURANCE PROGRAM FLOOD INSURANCE RATE MAP, INDIAN RIVER COUNTY, FLORIDA AND INCORPORATED AREAS, PANEL 114 OF 390”, MAP NUMBER 12061C0114J, WITH A MAP REVISION DATE OF JANUARY 26, 2023. THIS STATEMENT DOES NOT IMPLY THAT THE PROPERTY AND/OR THE STRUCTURES THEREON WILL BE FREE FROM FLOODING OR FLOOD DAMAGE. ON RARE OCCASIONS, GREATER FLOODS CAN AND WILL OCCUR AND FLOOD HEIGHTS MAY BE INCREASED BY MAN-MADE OR NATURAL CAUSES. THIS STATEMENT SHALL NOT CREATE LIABILITY ON THE PART OF THE SURVEYOR. DEWATERING NOTE CONTRACTOR SHALL SUBMIT DEWATERING PLAN TO THE DISTRICT 14 DAYS PRIOR TO COMMENCEMENT, SUBJECT PLANS SHALL BE REVISED AS NECESSARY. EX. CONTOURS PROP CONTOURS U S H I G H W A Y 1 S89°09'10"E(M) S89°19'28"E(R) 235.15'(M&R) (BASIS BEARING) S25°53'36"E(M) S26°03'55"E(R) 133.82'(M&R) S64°06'23"W(M) S63°56'05"W(R) 210.00'(M&R) N25°53'37"W(M) N26°03'55"W(R) 239.63'(M&R) MAVIS 6-BAY STRAIGHT 4,997 SF FFE = 12.55 PARKING PROVIDED = 25 SPACES 48' 1 0 4 . 6 7 ' T E E E E E E E D W WV M E T E R C/O W W W W S S S S S C/O C/O E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E PROP TRANSFORMER (GC TO COORDINATE WITH FLORIDA POWER & LIGHT) PROP 10 LF PRIMARY ELECTRIC PROP 109 LF SECONDARY ELECTRIC PROP IRRIGATION WELL BY A FLORIDA LICENSED WATER WELL CONTRACTOR (CONTRACTOR TO COORDINATE POWER FEED TO IRRIGATION WELL) PROP 1" GATE VALVE PROP 1" RECLAIM STUB FOR IRRIGATION SERVICE CONNECTION (REFER TO IRRIGATION PLANS FOR CONTINUATION) PROP 2" METER (PER DETAIL W-6) PROP 2" BFP RPZ (PER DETAIL W-11) PROP WATER LINE POC (SEE ARCHITECTRUAL PLANS FOR CONTINUATION) PROP 66 LF 2" PE WATERLINE PROP SAN CO RIM: AT GRADE INV: 9.28 PROP SAN POC INV: 9.55 (SEE ARCHITECTURAL PLANS FOR CONTINUATION) PROP 8 FT 6" SAN @3.53% PROP SAN CO RIM: AT GRADE INV: 7.48 PROP 51 FT 6" SAN @3.53% X-ING PROP SAN CO RIM: AT GRADE INV: 6.93 PROP 16 FT 6" SAN @3.45% 103.6'DISTANCE FROM EXIST. HYDRANT TO BUILDING PROP 2" NON-GALVANIZED DOUBLE CHECK VALVE PROP 111 LF ELECTRIC CONDUIT PROP 36 LF ELECTRIC CONDUIT PROP 43 LF ELECTRIC CONDUIT PROP 87 LF ELECTRIC CONDUIT PROP 88 LF ELECTRIC CONDUIT PROP 82 LF ELECTRIC CONDUIT PROP 53 LF ELECTRIC CONDUIT GC TO VERIFY CORP STOP AT WATER SERVICE AND INSTALL IF NOT PROVIDED P R O P 1 0 . 7 ' W A T E R E A S E M E N T W E S FC S N A D 8 3 / 2 0 1 1 EA S T Z O N E 0 SCALE:1" = 20' 20 20510 C-501 UTILITY PLAN THIS PLAN TO BE UTILIZED FOR UTILITIES PURPOSES ONLY 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 0 4 6 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ C I V I L S I T E P L A N S \ P - C I V L - U T I L - F L A 2 4 0 0 4 6 . 0 0 - 0 A - - - - - > L A Y O U T : C - 5 0 1 U T I L AH 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: FLA240046.00-0A ~AH~ ~ KD ~ 3/4/2026 P-CIVL-UTIL SITE CONSTRUCTION PLAN CLIENT PROPOSED MAVIS TIRES & BRAKES - SEBASTIAN 9641 US HIGHWAY 1 SEBASTIAN, FL 32958 CITY OF SEBASTIAN S 21, T 31S, R 39E 1 2 3 REVISION 3 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 08/13/2025 1ST ROUND OF COMMENTS AH KD 01/21/2026 2ND ROUND OF COMMENTS AH KD 01/21/2026 IRC UTILITIES 1ST ROUND OF COMMENTS AH KD 01/21/2026 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 M a r 0 4 , 2 0 2 6 W W E E PROP UNDERGROUND WATER LINE PROP UNDERGROUND ELECTRIC LINE PROP STORM SEWER PROP SANITARY SEWER MAIN PROP SANITARY CLEANOUT PROP WATER METER S S EX. UNDERGROUND WATER LINE EX. UNDERGROUND ELECTRIC LINE EX. STORM SEWER EX. SANITARY SEWER MAIN PROP BACKFLOW PREVENTER EX. SANITARY MANHOLE EX. OVERHEAD LINE LEGEND UTILITY PLAN METER C/O 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 100% 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 SEBASTIAN PUBLIC WORKS DEPARTMENT PRIOR TO STARTING CONSTRUCTION. DATUM NOTE ELEVATIONS ARE BASED ON NAVD88 DATUM DETERMINED BY GPS OBSERVATIONS AND TIED IN TO THE NGS BENCHMARK NO. AH5745 WITH A PUBLISHED ELEVATION OF 9.04 FEET. FEMA NOTE THE PROPERTY IS LOCATED IN OTHER AREAS ZONE X (AREA OF MINIMAL FLOOD HAZARD) PER MAP ENTITLED “NATIONAL FLOOD INSURANCE PROGRAM FLOOD INSURANCE RATE MAP, INDIAN RIVER COUNTY, FLORIDA AND INCORPORATED AREAS, PANEL 114 OF 390”, MAP NUMBER 12061C0114J, WITH A MAP REVISION DATE OF JANUARY 26, 2023. THIS STATEMENT DOES NOT IMPLY THAT THE PROPERTY AND/OR THE STRUCTURES THEREON WILL BE FREE FROM FLOODING OR FLOOD DAMAGE. ON RARE OCCASIONS, GREATER FLOODS CAN AND WILL OCCUR AND FLOOD HEIGHTS MAY BE INCREASED BY MAN-MADE OR NATURAL CAUSES. THIS STATEMENT SHALL NOT CREATE LIABILITY ON THE PART OF THE SURVEYOR. UTILITY CROSSINGS: X-ING: TOP UTILITY - 6" SANITARY SAN INV = 8.46 BOTTOM UTILITY - 18" STORM STM T/P = 7.08 STM INV = 6.93 SEPARATION: 1.38 FT (12" MINIMUM) CONTRACTOR TO MAINTAIN 12" MINIMUM SEPARATION BETWEEN ALL UTILITIES 15"(TBR) 15" (TBR) 14" (TBR) 19" (TBR) 12" (TBR) SPG (TBR) LOT 2 PUBLIX INDIAN RIVER SUBDIVISION PB 16, PG 6 LANDS OF BW US 1, INC. ORB 1432, PG 2646 PID: 31392000007000000002.0 AREA: 39,213 SF OR 0.900 AC (M) "NO BUILDINGS" U S H I G H W A Y 1 15"(TBR) SF SF SF SF SF SF S F S F S F S F S F S F S F S F S F SFSFSFSF SF SFSFSFSFSFSFSFSFSF 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 S F SF SF SF SF SF IP IP 24' 5 0 ' SCE SF SF SF SF TP TP TP F TP F TPF TPF TP F W E S FC S N A D 8 3 / 2 0 1 1 EA S T Z O N E 0 SCALE:1" = 20' 20 20510 C-801 EROSION AND SEDIMENT CONTROL PLAN PHASE 1THIS PLAN TO BE UTILIZED FOR SOIL EROSION AND SEDIMENT CONTROL PURPOSES ONLY 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 0 4 6 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ C I V I L S I T E P L A N S \ P - C I V L - E R O S - F L A 2 4 0 0 4 6 . 0 0 - 0 A - - - - - > L A Y O U T : C - 8 0 1 E R O 1 AH 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: FLA240046.00-0A ~AH~ ~ KD ~ 3/4/2026 P-CIVL-EROS SITE CONSTRUCTION PLAN CLIENT PROPOSED MAVIS TIRES & BRAKES - SEBASTIAN 9641 US HIGHWAY 1 SEBASTIAN, FL 32958 CITY OF SEBASTIAN S 21, T 31S, R 39E 1 2 3 REVISION 3 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 08/13/2025 1ST ROUND OF COMMENTS AH KD 01/21/2026 2ND ROUND OF COMMENTS AH KD 01/21/2026 IRC UTILITIES 1ST ROUND OF COMMENTS AH KD 01/21/2026 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 M a r 0 4 , 2 0 2 6 NEIGHBORING PROPERTY LINE ONSITE PROPERTY LINE / R.O.W. LINE EX. STORM SEWER EX. SPOT ELEVATION EX. TREE TO BE REMOVED/ TO BE RELOCATED (TBR)/(TBRL) EX. EASEMENT EX. OVERHEAD ELECTRIC SOIL TRACKING PREVENTION MAT PROP. SILT FENCE PROP. INLET PROTECTION SF SF EX. SANITARY LINE EX. FENCE EX. CONCRETE EX. TREE TO BE REMOVED 14" PINE EX. ROADWAY C/L LEGEND SOIL EROSION AND SEDIMENT CONTROL PLAN PHASE I 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.PRIOR TO STARTING ANY DEMOLITION CONTRACTOR IS RESPONSIBLE FOR/TO: A.THE CONTRACTOR SHALL OBTAIN A SUNSHINE STATE ONE CALL LOCATION CERTIFICATION PRIOR TO ANY EXCAVATION OR DEMOLITION. THE NUMBER IS 1-800-432-4770. B.ENSURING COPIES OF ALL PERMITS AND APPROVALS MUST BE MAINTAINED ON SITE AND AVAILABLE FOR REVIEW. C.INSTALLING THE REQUIRED SOIL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO SITE DISTURBANCE. D.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. E.PROTECTING AND MAINTAINING IN OPERATION, ALL ACTIVE SYSTEMS THAT ARE NOT BEING REMOVED DURING ALL DEMOLITION ACTIVITIES. F.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. G.COORDINATION WITH UTILITY COMPANIES REGARDING WORKING "OFF-PEAK" HOURS OR ON WEEKENDS AS MAY BE REQUIRED TO MINIMIZE THE IMPACT ON THE AFFECTED PARTIES. H.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 WITHOUT PRIOR WRITTEN CONSENT OF BOTH THE OWNER AND APPLICABLE GOVERNMENTAL AUTHORITIES. ALL THE REQUIRED PERMITS AND EXPLOSIVE CONTROL MEASURES THAT ARE REQUIRED BY THE FEDERAL, STATE, AND LOCAL REGULATIONS SHALL BE IN PLACE PRIOR TO STARTING AN EXPLOSIVE PROGRAM. 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 AUTHORITY. 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.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. 12.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. 13.DEBRIS SHALL NOT BE BURIED 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. 14.CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL EXISTING SITE IMPROVEMENTS AND UTILITIES. ALL DISCREPANCIES SHALL BE IDENTIFIED TO THE ENGINEER IN WRITING. 15.ALL EXISTING UTILITIES BEING REMOVED SHALL BE DONE SO BY THE CONTRACTOR IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS. 16.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. AH5745 WITH A PUBLISHED ELEVATION OF 9.04 FEET. FEMA NOTE THE PROPERTY IS LOCATED IN OTHER AREAS ZONE X (AREA OF MINIMAL FLOOD HAZARD) PER MAP ENTITLED “NATIONAL FLOOD INSURANCE PROGRAM FLOOD INSURANCE RATE MAP, INDIAN RIVER COUNTY, FLORIDA AND INCORPORATED AREAS, PANEL 114 OF 390”, MAP NUMBER 12061C0114J, WITH A MAP REVISION DATE OF JANUARY 26, 2023.THIS STATEMENT DOES NOT IMPLY THAT THE PROPERTY AND/OR THE STRUCTURES THEREON WILL BE FREE FROM FLOODING OR FLOOD DAMAGE. ON RARE OCCASIONS, GREATER FLOODS CAN AND WILL OCCUR AND FLOOD HEIGHTS MAY BE INCREASED BY MAN-MADE OR NATURAL CAUSES. THIS STATEMENT SHALL NOT CREATE LIABILITY ON THE PART OF THE SURVEYOR. IP INLET PROTECTION SF SILT FENCE SCE CONSTRUCTION ENTRANCE KEYNOTES: LEASE PROPERTY LINE TP TREE PROTECTION PROP. TREE PROTECTION TPF TPF PLANELEVATION 2"X 4" BRACE INSTALLED DIAGONALLY ON EACH SIDE 3'-0" LINE POSTS/STAKES DRIVEN 18" INTO GROUND, SCREWED INTO WOODEN POSTS, AS PER WRITTEN SPEC (4) 2" X 4" X 6"- 0" STAKES 5 FT (MIN) 5 FT (MIN) TREE PROTECTION FENCE NOT TO SCALE (NY-L060101 - 4/2024) 5' TREE PROTECTION BARRICADE SHALL BE BRIGHTLY COLORED OR EQUIPPED WITH HIGH- VISIBILITY ORANGE SAFETY FENCING T E E E E E E E D W WV M E T E R C/O W W W W S S S S S C/O C/O E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E MAVIS 6-BAY STRAIGHT 4,997 SF FFE = 12.55 PARKING PROVIDED = 25 SPACES U S H I G H W A Y 1 RIDGE RIDGE RIDGE R I D G E RIDGE SF SF SF SF SF SF S F S F S F S F S F S F S F S F S F SFSFSFSF SF SFSFSFSFSFSFSFSFSF S F S F 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 IP IP IP IP IP IP 24' 5 0 ' SCE SF SF SF SF TP TP TP F TP F TPF TPF TP F W E S FC S N A D 8 3 / 2 0 1 1 EA S T Z O N E 0 SCALE:1" = 20' 20 20510 C-802 EROSION AND SEDIMENT CONTROL PLAN PHASE 2THIS PLAN TO BE UTILIZED FOR SOIL EROSION AND SEDIMENT CONTROL PURPOSES ONLY 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 0 4 6 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ C I V I L S I T E P L A N S \ P - C I V L - E R O S - F L A 2 4 0 0 4 6 . 0 0 - 0 A - - - - - > L A Y O U T : C - 8 0 2 E R O 2 AH 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: FLA240046.00-0A ~AH~ ~ KD ~ 3/4/2026 P-CIVL-EROS SITE CONSTRUCTION PLAN CLIENT PROPOSED MAVIS TIRES & BRAKES - SEBASTIAN 9641 US HIGHWAY 1 SEBASTIAN, FL 32958 CITY OF SEBASTIAN S 21, T 31S, R 39E 1 2 3 REVISION 3 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 08/13/2025 1ST ROUND OF COMMENTS AH KD 01/21/2026 2ND ROUND OF COMMENTS AH KD 01/21/2026 IRC UTILITIES 1ST ROUND OF COMMENTS AH KD 01/21/2026 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 M a r 0 4 , 2 0 2 6 PROP. SILT FENCE PROP. INLET PROTECTION SF SF 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. PROP STORM SEWER RIDGE LINE EX. SPOT ELEVATION LEGEND SOIL EROSION AND SEDIMENT CONTROL PLAN PHASE II NEIGHBORING PROPERTY LINE ONSITE PROPERTY LINE / R.O.W. LINE EX. OVERHEAD ELECTRIC IP INLET PROTECTION SF SILT FENCE SCE CONSTRUCTION ENTRANCE KEYNOTES: SOIL TRACKING PREVENTION MAT LEASE PROPERTY LINE TP TREE PROTECTION PROP. TREE PROTECTION TPF TPF PLANELEVATION 2"X 4" BRACE INSTALLED DIAGONALLY ON EACH SIDE 3'-0" LINE POSTS/STAKES DRIVEN 18" INTO GROUND, SCREWED INTO WOODEN POSTS, AS PER WRITTEN SPEC (4) 2" X 4" X 6"- 0" STAKES 5 FT (MIN) 5 FT (MIN) TREE PROTECTION FENCE NOT TO SCALE (NY-L060101 - 4/2024) 5' TREE PROTECTION BARRICADE SHALL BE BRIGHTLY COLORED OR EQUIPPED WITH HIGH- VISIBILITY ORANGE SAFETY FENCING C-901 CONSTRUCTION DETAILS 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) 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 " 12" COMPACTED SUBGRADE 6" COMPACTED SIZE #1 STONE SOIL TRACKING PAD NOT TO SCALE (FL-O020101 - 09/2024) GEOTEXTILE FABRIC SILT FENCE NOT TO SCALE (FL-O040101 - 09/2024) FILTER FABRIC (IN CONFORMANCE WITH SECTION 985 FDOT SPEC) 6' MAX POST OPTIONS: WOOD 2-1/2" MIN Ø WOOD 2"X4" OAK 1-1/2" X 1-1/2" STEEL 1.33 LBS/FT MIN 15 " - 1 8 " 8" 12 " M I N 3' O R M O R E CONC CURB INLET CURB GUTTER ADJACENT TO ROADWAY GEOTEXTILE FILTER LOG LENGTH AND DIAMETER TO BE DETERMINED BY PROVIDER. LOG TO BE FILLED WITH INDUSTRY APPROVED AGGREGATE CONSISTING OF SOUND DURABLE STONE. CURB INLET FILTER LOG NOT TO SCALE (FL-O050101 - 09/2024) 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) R1-1 30"x30" WHITE LETTERS RED BACKGROUND 2 LAYERS NON WOVEN FILTER FABRIC TO BE SECURED OVER ENTIRE BASIN OPENING INLET PROTECTION NOT TO SCALE (FL-O050102 - 09/2024) DETECTABLE WARNING SURFACE (DWS) NOT TO SCALE (BE-S030509 - 08/2023) SIZE AND SPACING DETAIL NOTES: 1.APPEARANCE - TRUNCATED DOMES THAT PROVIDE THE DETECTABLE WARNING SURFACE SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES, EITHER LIGHT ON DARK OR DARK ON LIGHT. 2.LOCATION - CONTRACTOR TO INSTALL DETECTABLE WARNING SURFACES WHEN SIDEWALK IS WITHIN PUBLIC ROW AND WHERE INDICATED ON THE PLAN. 3.MATERIAL - TRUNCATED DOMES SHALL BE AN INTEGRAL PART OF THE ADA CURB RAMP CONSTRUCTION CONSISTING OF CAST IN PLACE COMPOSITE TILES/MAT. THE TILE/MAT MATERIAL SHALL BE A HOMOGENEOUS GLASS AND CARBON REINFORCED COMPOSITE, COLOR FAST AND UV STABLE, COMP. STRENGTH 23,800 PSI ASTM D695 AND FLEXUAL STRENGTH 24,600 PSI ASTM D796. PRECAST CONCRETE PAVER BLOCKS HAVING COMPLIANT TRUNCATED DOMES, MAY ALSO BE USED FOR THE DETECTABLE WARNING SURFACE. RUBBERIZED MATERIAL TO BE GLUED TO RAMP SURFACE SHALL NOT BE ACCEPTABLE. 4.PLACEMENT - TRUNCATED DOMES SHALL EXTEND THE FULL WIDTH OF THE TRAVEL PATH EXCLUDING FLARES. LOCATE ONE CORNER OF THE DWS AT THE BACK OF CURB OR EDGE OF WALKING SURFACE. NO OTHER POINT ON THE LEADING EDGE OF THE DWS MAY BE MORE THAN 5' AWAY FROM THE BACK OF CURB OR EDGE OF WALKING SURFACE. 1. 6 " ( M I N . ) 2. 4 " ( M A X . ) 0. 6 5 " ( M I N . ) 1. 5 " ( M A X . ) 1.6" (MIN.) 2.4" (MAX.) 0.65" (MIN.) 1.5" (MAX.) 50% TO 65% OF BASE DIAMETER 0.2" 0.9" (MIN.) 1.4" (MAX.) DETECTABLE WARNING SURFACE EMBEDDING DETAIL SURFACE OF PEDESTRIAN WALKING SURFACE TO BE FLUSH WITH ROAD OR VEHICULAR SURFACE 12" SEE NOTE BELOW WALKING SURFACE (SEE DETAIL) DETECTABLE WARNING SURFACE THICKNESS. EMBED WET SET DWS TILE ONLY. SURFACE APPLIED DWS IS NOT PERMITTED. CURB (WHERE APPLICABLE) (SEE DETAIL) ROAD OR VEHICLE SURFACE SLOPE OF DWS TO MATCH THE SLOPE OF CURB RAMP OR TURNING SPACE NOTES: 1.CONSTRUCT NOTCH AS SHOWN TO PROVIDE FULL THICKNESS SIDEWALK UNDER DETECTABLE WARNING SURFACE. 2.OPTIONAL: CONSTRUCT 2" MAX. CONCRETE BORDER AROUND DWS TO PROVIDE PROPER INSTALLATION. 1 1 2% MAX. SLOPE17 " 5" 1.CONCRETE TO BE 4000 P.S.I. @ 28 DAYS. NOTE: 4" COMPACTED 21-A STONE 4" CONCRETE WALK W/6x6 WWM (10 GA) PROPOSED PAVEMENT (SEE PAVEMENT DETAIL) TACK COAT (APPLIED @ 0.2 GALLONS/S.Y.) MONOLITHIC CURB AND FLUSH SIDEWALK NOT TO SCALE (MS-S020206 - 06/2023) 1. SECTION SHOWN IS BASED ON GEOTECHNICAL REPORT PREPARED BY ECS, ENTITLED GEOTECHNICAL ENGINEERING REPORT, MAVIS - SEBASTIAN, FL, DATED 04/01/2025 (PROJECT #24:7933). FINAL DESIGN TO BE PROVIDED ONCE FINAL CBR'S ARE AVAILABLE ON COMPACTED SUB-BASE. NOTE: 1.5" TYPE SP ASPHALTIC CONCRETE SURFACE 6" CRUSHED LIMEROCK 98% COMPACTION LBR 100 12" TYPE B STABILIZED SUBGRADE (MIN LBR 40) STANDARD DUTY ASPHALT PAVEMENT NOT TO SCALE (MS-S010101 - 06/2023) 1.SECTION SHOWN IS BASED ON GEOTECHNICAL REPORT PREPARED BY ECS, ENTITLED GEOTECHNICAL ENGINEERING REPORT, MAVIS - SEBASTIAN, FL, DATED 04/01/2025 (PROJECT #24:7933)). FINAL DESIGN TO BE PROVIDED ONCE FINAL CBR'S ARE AVAILABLE ON COMPACTED SUB-BASE. NOTE: 12" TYPE B STABILIZED SUBGRADE (MIN LBR 40) HEAVY DUTY ASPHALT PAVEMENT NOT TO SCALE (MS-S010102 - 06/2023) 2" TYPE SP ASPHALTIC CONCRETE SURFACE 8" CRUSHED LIMEROCK 98% COMPACTION LBR 100 5" 3,000 PSI POTRLAND CEMENT CONCRETE REINFORCED @ 28 DAYS 12" STABILIZED SUBGRADE 98% MODIFIED PROCTOR (ASTM D 1557) 1.SECTION SHOWN IS BASED ON GEOTECHNICAL REPORT PREPARED BY ECS, ENTITLED GEOTECHNICAL ENGINEERING REPORT, MAVIS - SEBASTIAN, FL, DATED 04/01/2025 (PROJECT #24:7933). FINAL DESIGN TO BE PROVIDED ONCE FINAL CBR'S ARE AVAILABLE ON COMPACTED SUB-BASE. NOTE: STANDARD DUTY CONCRETE PAVEMENT NOT TO SCALE (MS-S010201 - 06/2023) 1.SECTION SHOWN IS BASED ON GEOTECHNICAL REPORT PREPARED BY ECS, ENTITLED GEOTECHNICAL ENGINEERING REPORT, MAVIS -SEBASTIAN, FL, DATED 04/01/2025 (PROJECT #24:7933). FINAL DESIGN TO BE PROVIDED ONCE FINAL CBR'S ARE AVAILABLE ON COMPACTED SUB-BASE. NOTE: HEAVY DUTY CONCRETE PAVEMENT NOT TO SCALE (MS-S010202 - 06/2023) 6" 4,000 PSI POTRLAND CEMENT CONCRETE REINFORCED @ 28 DAYS 12" STABILIZED SUBGRADE 98% MODIFIED PROCTOR (ASTM D 1557) NOTES: 1.BOLLARDS REQUIRED AS DEPICTED ON SITE PLAN DRAWINGS. TYPICALLY LOCATED AT BUILDING CORNERS, TRANSFORMERS, FIRE HYDRANTS, EXTERIOR WATER METER, GAS METER, AND FIRE DEPARTMENT CONNECTIONS. 2.BOLLARD MUST RESIST A FORCE OF 12,000 POUNDS APPLIED 30" ABOVE THE DRIVING SURFACE. 4" OR 6" DIAMETER GALVANIZED STEEL PIPE FILLED W/ CONCRETE PAINTED TRAFFIC YELLOW AND EMBEDDED IN CONCRETE BASE. CONCRETE TO BE RAISED FOR PROPER WATER RUN OFF TOP OF SLAB OR ASPHALT WHEN EMBEDDED IN CONCRETE PAVEMENT, PROVIDE BITUMINOUS EXPANSION JOINT MATERIAL AROUND PIPE 4' 1' 3' 4,000 PSI AIR ENTRAINED CONCRETE 15" MIN. FOR 4" BOLLARD 18" MIN. FOR 6" BOLLARD 4" BOLLARD NOT TO SCALE (NJ-S070102 - 07/2023) DI S C L A I M E R PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR H: \ 2 0 2 4 \ F L A 2 4 0 0 4 6 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ C I V I L S I T E P L A N S \ P - C I V L - C N D S - F L A 2 4 0 0 4 6 . 0 0 - 0 A - - - - - > L A Y O U T : C - 9 0 1 D E T L AH 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: FLA240046.00-0A ~AH~ ~ KD ~ 3/4/2026 P-CIVL-CNDS SITE CONSTRUCTION PLAN CLIENT PROPOSED MAVIS TIRES & BRAKES - SEBASTIAN 9641 US HIGHWAY 1 SEBASTIAN, FL 32958 CITY OF SEBASTIAN S 21, T 31S, R 39E 1 2 3 REVISION 3 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 08/13/2025 1ST ROUND OF COMMENTS AH KD 01/21/2026 2ND ROUND OF COMMENTS AH KD 01/21/2026 IRC UTILITIES 1ST ROUND OF COMMENTS AH KD 01/21/2026 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 M a r 0 4 , 2 0 2 6 C-902 FDOT DETAILS 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 0 4 6 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ C I V I L S I T E P L A N S \ P - C I V L - O C D S - F L A 2 4 0 0 4 6 . 0 0 - 0 A - - - - - > L A Y O U T : C - 9 0 2 O C D S AH 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: FLA240046.00-0A ~AH~ ~ KD ~ 3/4/2026 P-CIVL-OCDS SITE CONSTRUCTION PLAN CLIENT PROPOSED MAVIS TIRES & BRAKES - SEBASTIAN 9641 US HIGHWAY 1 SEBASTIAN, FL 32958 CITY OF SEBASTIAN S 21, T 31S, R 39E 1 2 3 REVISION 3 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 08/13/2025 1ST ROUND OF COMMENTS AH KD 01/21/2026 2ND ROUND OF COMMENTS AH KD 01/21/2026 IRC UTILITIES 1ST ROUND OF COMMENTS AH KD 01/21/2026 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 M a r 0 4 , 2 0 2 6 C-903 INDIAN RIVER COUNTY UTILITIES DETAILS 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 0 4 6 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ C I V I L S I T E P L A N S \ P - C I V L - O C D S - F L A 2 4 0 0 4 6 . 0 0 - 0 A - - - - - > L A Y O U T : C - 9 0 3 O C D S ( 2 ) AH 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: FLA240046.00-0A ~AH~ ~ KD ~ 3/4/2026 P-CIVL-OCDS SITE CONSTRUCTION PLAN CLIENT PROPOSED MAVIS TIRES & BRAKES - SEBASTIAN 9641 US HIGHWAY 1 SEBASTIAN, FL 32958 CITY OF SEBASTIAN S 21, T 31S, R 39E 1 2 3 REVISION 3 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 08/13/2025 1ST ROUND OF COMMENTS AH KD 01/21/2026 2ND ROUND OF COMMENTS AH KD 01/21/2026 IRC UTILITIES 1ST ROUND OF COMMENTS AH KD 01/21/2026 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 M a r 0 4 , 2 0 2 6 U S H I G H W A Y 1 T D W WV M E T E R C/O C/O C/O SLA MH: 12 SLA MH: 12 SLA MH: 12 SLA MH: 12 SLA MH: 12 SLA MH: 12 SLA MH: 12 SLA MH: 12 SLA MH: 12 SLA MH: 12 S2 MH: 27 S2 MH: 27 S2 MH: 27 S1 MH: 27 S1 MH: 27 S2 MH: 27 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.5 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.9 0.9 0.5 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.8 1.7 1.2 0.7 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 2.4 2.4 1.6 0.9 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 1.3 3.5 2.8 1.9 1.1 0.8 0.5 0.4 0.2 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 2.8 3.6 2.8 1.9 1.7 1.9 1.4 1.1 1.1 0.9 0.5 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 1.2 3.4 3.8 2.7 1.9 2.0 3.4 3.5 2.4 2.1 2.0 2.1 2.1 0.9 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 3.0 4.0 3.2 2.4 2.4 4.2 2.0 3.1 3.3 3.3 3.7 3.6 2.5 0.9 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 1.1 3.8 3.4 2.7 2.0 2.5 5.3 4.5 3.5 3.8 3.5 3.2 2.6 0.9 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 2.4 3.4 2.8 2.1 1.8 1.4 4.2 3.0 2.7 2.7 3.2 3.5 3.4 2.8 1.3 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 1.1 3.6 3.1 2.4 2.0 2.7 4.2 2.7 2.5 2.4 2.3 2.4 2.3 2.0 1.5 1.0 0.4 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 2.7 4.0 3.0 2.1 2.1 4.3 1.7 2.8 2.7 2.7 2.8 2.4 2.0 1.6 1.3 1.0 0.7 0.5 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.8 3.4 3.9 2.7 1.8 1.7 1.8 2.4 2.4 2.7 2.7 2.6 2.4 2.6 2.1 1.6 0.8 0.5 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 2.4 3.5 3.4 2.4 1.8 1.1 4.7 2.8 1.9 2.0 2.2 2.4 2.5 2.6 2.4 1.6 0.8 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.7 3.4 3.7 2.8 2.2 2.7 1.7 3.2 1.9 1.1 1.1 1.5 1.8 2.2 2.4 2.3 1.4 0.7 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 1.9 3.3 2.9 2.4 2.7 4.3 1.0 1.6 1.2 0.7 0.6 0.8 1.1 1.6 1.8 1.7 1.1 0.6 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.6 2.1 2.5 2.4 2.3 3.2 5.6 4.8 2.3 1.8 1.3 1.0 0.9 0.9 1.0 1.2 1.2 1.1 0.8 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.9 1.7 2.0 2.2 2.4 3.0 3.6 4.5 3.7 3.3 4.9 3.4 2.6 2.1 1.9 1.8 1.8 1.6 1.3 1.0 0.7 0.5 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.8 1.3 1.7 2.1 2.5 3.3 3.9 4.5 4.6 5.0 6.1 7.0 3.7 3.0 2.8 2.6 2.5 2.5 2.2 1.5 0.9 0.5 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.5 0.7 1.0 1.4 2.3 3.2 3.4 3.5 4.0 4.5 4.2 4.6 3.6 3.2 3.0 2.6 2.5 2.7 2.4 1.5 0.8 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.2 0.2 0.2 0.2 0.4 0.5 0.9 1.4 1.9 2.3 2.5 2.4 2.5 2.4 2.3 2.2 2.2 1.8 1.1 0.6 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.6 0.7 0.8 0.7 0.7 0.6 0.7 0.7 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 MAVIS 6-BAY STRAIGHT 4,997 SF FFE = 12.55 PARKING PROVIDED = 25 SPACES 5' BUILDING SETBACK 10' LANDSCAPE BUFFER 1 0 ' B U I L D I N G S E T B A C K & L A N D S C A P E B U F F E R 5' BUI L D I N G S E T B A C K 10' LA N D S C A P E B U F F E R 1 0 ' L A N D S C A P E B U F F E R 6 ' B U I L D I N G S E T B A C K W E S FC S N A D 8 3 / 2 0 1 1 EA S T Z O N E L-201 LIGHTING PLAN THIS PLAN TO BE UTILIZED FOR LIGHTING PURPOSES ONLY 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 0 4 6 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ C I V I L S I T E P L A N S \ P - C I V L - L G H T - F L A 2 4 0 0 4 6 . 0 0 - 0 A - - - - - > L A Y O U T : L - 2 0 1 L G H T AH 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: FLA240046.00-0A ~AH~ ~ KD ~ 3/4/2026 P-CIVL-LGHT SITE CONSTRUCTION PLAN CLIENT PROPOSED MAVIS TIRES & BRAKES - SEBASTIAN 9641 US HIGHWAY 1 SEBASTIAN, FL 32958 CITY OF SEBASTIAN S 21, T 31S, R 39E 1 2 3 REVISION 3 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 08/13/2025 1ST ROUND OF COMMENTS AH KD 01/21/2026 2ND ROUND OF COMMENTS AH KD 01/21/2026 IRC UTILITIES 1ST ROUND OF COMMENTS AH KD 01/21/2026 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 M a r 0 4 , 2 0 2 6 0 SCALE:1" = 20' 20 20510