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Home My WebLink About08-03-2023 PZ Agenda7 HOME OF PELICAN ISLAND COMMUNITY DEVELOPMENT DEPARTMENT 1225 MAIN STREET ® SEBASTIAN, FLORIDA 32958 TELEPHONE (772) 589-5518 www.cityofsebastian.org AGENDA PLANNING AND ZONING COMMISSION/LOCAL PLANNING AGENCY THURSDAY, AUGUST 3, 2023 — 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 June 15, 2023 6. PLANNING AND ZONING COMMISSION i PZC1 PUBLIC HEARINGS: • Chairman opens hearing, • Attorney reads ordinance or resolution or title, if any; • Staff presentation; • Public Input; • Commissioners closes hearing; • Commission deliberation and questions • Chairman calls for a motion • Commission Action A. Public Hearing — Recommendation to City Council — Conceptual Planned Unit Development (PUD) Plan — River Oaks Preserve — 85 Sebastian, LLC, Applicant — Subject Parcel is 146.5 Acres, More or Less — 352 Single Family Units, 2.4 Units Per Acre — Located South of Lanfair and Lighthouse Avenues, North of CR 510 & Citrus Hideaway Subdivision — PUD-R (Planned Unit Development —Residential) Zoning Designation — VLDR (Very Low Density Residential) Future Land Use Designation 7. UNFINISHED BUSINESS: None 8. NEW BUSINESS: None 9. 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 Channel25 and ATT UVerse Channel 99 and streamed via the city website - www.citvofsebastian.ore 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. httos://www.citvofsebastian.org/meetinp-calendar 2 CITY OF SEBASTIAN PLANNING AND ZONING COMMISSION MINUTES JUNE 15. 2023 I. Call to Order -- Chairperson Kautenburg called the meeting to order at 6:00 p.m. II. Pledge of Allegiance was recited by all. CZ III. Roll Call C Present: C .0ca m r, Ms. Matthews �. I Ms. Kautenburg Mr. Haddix Ms. Geesey (a)CIS IL c Not Present -83 e �- Mr. Carter -- Excused C} 0 OO tti a Q M Ms. Lorusso -- Excused CD N 4 a Absent Ms. Battles Ms. Kinchen Also Present Ms. Dorri Bosworth, Community Development Manager Mr. Joseph Perez, AV Technical Assistant IV. Announcements and Aaenda Modifications Ms. Kautenburg announced that at last night's City Council meeting Ms. Matthews was moved to a position as a regular member to fill Mr. Lucier's position, and Mr. Christopher Roberts was appointed a new alternate member, and he will attend the next meeting. Commissioners Carter and Lorusso are excused from tonight's meeting, and the alternate member, Ms. Geesey, will be voting. V. Auproval of Minutes: Regular meeting of May 4, 2023 PLANNING AND ZONING COMMISSION MINUTES OF REGULAR MEETING JUNE 15, 2023 PAGE 2 All indicated they had reviewed the Minutes of May 4, 2023. Ms. Kautenburg called for a motion. A motion approving the Minutes from May 4, 2023 as presented was made by Mr. Haddix, seconded by Ms. Matthews, and approved unanimously via voice vote. VI. Quasi -Judicial and Public Hearinas -- None VII. Unfinished Business -- None Vill. Public Inout -- None IX. New Business A. Accessory Structure Review -- LDC Section 54-2-7.5 for 297 Joy Haven Drive, a 700-SQ detached carport. Ms. Kautenburg called on the applicant to present his information. James Tracy McCullough stated the proposed construction is to store an RV. At this time, Ms. Bosworth presented the staff report. She stated that, in working with the applicant, staff verified that the structure would not be in a rear setback and does meet all the requirements for the setback. The McCulloughs own three lots. What is shown on the survey is just two lots that are applicable. Even with the three lots, the maximum size the homeowners can have based on the City's code is 5% or 1,000 square feet max. There is an existing shed, and including this, they will be at 988 square feet of accessory structures for the property. It is a prefab metal carport. The house roof does have a metal roof, so the roofing materials will match. The partial sides are going to be metal. Staff worked with the homeowner on matching colors for the sides. The only thing she wanted to point out, just to clarify so it is part of the record, is the survey. Staff did verify that they are proposing a 50-foot front setback. Based on the size of it, it will be 40 feet in the back, not 50 feet that is marked on the survey. Staff will change that in the building permit. With that, she called for Commissioners comments/questions and their determination to approve or disapprove of the project. Mr. Haddix stated he does not see where the document talks about tie -downs. The City will not permit that without it being tied down. Mr. McCullough stated they will use the same anchors that mobile homes use. Ms. Bosworth stated there are some additional pages of this permit application that are more structural to the building permit. The Building Department will be reviewing that. PLANNING AND ZONING COMMISSION MINUTES OF REGULAR MEETING JUNE 15, 2023 PAGE 3 Ms. Kautenburg stated that she noted on the plan that it does not say anything about a closure on the front of the building. She asked if that is going to be an open shed. Mr. McCullough said yes, it will be. There will be a gable on the rear for structural support. The front will be open. He added that Carolina Carports do have installation crews, and they will be installing it, and he will be supervising it. There being no further input, Ms. Kautenburg called for a motion. A motion approving the application for construction of the accessory structure at 297 Joy Haven Drive as submitted was made by Ms. Matthews and seconded by Mr. Haddix. Roll Call Ms. Kautenburg -- Yes Ms. Geesey (a) -- Yes Mr. Haddix -- Yes Ms. Matthews -- Yes Vote was 4-0 in favor. Motion carries. X. Commissioners Matters Ms. Kautenburg stated that, at the Council meeting it was mentioned -- and she thinks it might be a good idea — adding something to RM-10 which would indicate that a certain percentage of an RM-10 when we are changing it needs to provide some attainable housing. She is not sure that is allowed. Ms. Bosworth reminded everyone that the future Land Use that was updated in the Comp Plan where we established medium density is now 10 units per acre, 12 units with incentives. Staff has not brought that incentive ordinance back to the Commission because it has been very hard for staff to establish how affordability will be maintained. Usually, it would be through deed restrictions, but if the HOA is taking care of it, does the City have staff who has to monitor the affordability housing requirements to make sure that it is applied. Now there is also a new layer of a House Bill in Tallahassee that was passed. There are consultants, and everyone is reviewing this affordability housing bill, and hopefully they are sending out guidance to the cities on what we may need to do to adjust our ordinances to cover that. Staff is trying to work with it for our incentives to say, if you have this amount of incentives, you may now get 11 units per acre. Then if 30% of these units were affordable, the incentive was to get to the 12 units. XI. Citv Attornev Matters -- None PLANNING AND ZONING COMMISSION PAGE 4 MINUTES OF REGULAR MEETING JUNE 15, 2023 XI. Staff Matters Ms. Bosworth thanked everyone for coming for this very short meeting. She added that staff will be finishing the River Oaks PUD review this week. Their conceptual PUD will be coming before you, possibly at the next meeting. Also, based on the Graves Brothers annexation, there was an amendment to the Comprehensive Plan, and staff will have that insert for your books shortly. XII. Adiournment There being no further business, Ms. Kautenburg adjourned the meeting at 6:15 p.m. Jg CITYOF HOME OF PELICAN ISLAND Community Development Department Conceptual Planned Unit Development Plan Application Staff Report 1. Project Name: River Oaks Preserve 2. Requested Action: Approval of a Conceptual PUD Development Plan 3. Project Location a. Address: South of Lanfair & Lighthouse Avenues, North of CR 510 & Citrus Hideaway Subdivision b. Legal: See survey C. Indian River County Parcel Numbers: 31-38-25-00000-7000-00002.0 31-38-25-00000-7000-00003.0 31-38-25-00000-7000-00004.1 31-38-25-00000-5000-00003.0 4. Project Owner: 85 Sebastian, LLC 8985 SE Bridge Road Hobe Sound, Florida 33455 5. Project Agent: 2GHO, Inc. Emily O'Mahoney, FASLA, PLA 1907 Commerce Lane, Suite 101 Jupiter, Florida 33458 (561) 575-9557, X103 E-Mail: emily@2gho.com 6. Project Engineer: BGE, Inc. Jim Vitter, PE 601 21 st Street, Suite 401 Vero Beach, Florida 32960 (772) 217-5954 E-Mail: jvitter@bgeinc.com 7. Project Surveyor: Lidberg Land Surveying, Inc. Kenneth J. Buchanan, PSM 675 W. Indiantown Road, Suite 200 Jupiter, Florida 33458 (561)746-8454 1 8. Project Description a. Narrative of proposed action: The subject properties, which were previously citrus groves, were annexed into the City of Sebastian in early 2004, with approvals for their future land use and PUD-R zoning following shortly after. The Land Development Code requires a conceptual PUD development plan to be submitted and approved when requesting a PUD zoning designation. The original conceptual PUD development plan for River Oaks Preserve was considered and approved in 2004 when the rezoning ordinance was adopted. b. C. North: East: South: West: Between the years 2005 to 2007, the project received approvals for its Preliminary Plat, subdivision construction drawings, and was issued a landclearing permit. Partial landclearing occurred before the project's financing was no longer available, after which construction was stopped. In the ensuing years, city approvals and permits expired, and the property has since become overgrown and re -vegetated with Brazilian Pepper Trees. The current developer purchased the properties in 2020. Although the original conceptual PUD development plan has expired, the properties retain their PUD-R zoning designation. The current application is not requesting any rezoning or a different zoning designation. However, because the current proposed plan is amending the originally approved River Oaks Preserve conceptual plan, LDC Section 54-4-20.2(a)(5).c.8 requires the plan to be processed and reviewed as per the original. The current, proposed two -phased plan consists of 146.5 +/- acres, located south of Lanfair and Lighthouse Avenues, and north of CR 510 and Citrus Hideaway Subdivision. The existing land use designation is VLDR (Very Low Density Residential) which allows a maximum of 3 units per acre. The current plan outlines a total of 140 standard single-family lots and 212 single-family cluster units for a proposed density of 2.40 units per acre. Additionally, land is being conveyed to FDOT for their CR510 widening project, along with land dedication to the city for additional Right -of -Way for a Shakespeare Street extension. The project is located within the Urban Service Boundary Area for water and sewer utility service. Current Zoning: PUD-R (Planned Unit Development — Residential) Current Land Use: VLDR (Very Low Density Residential, max. 3 units/acre) Adjacent Properties Zoninq Current Land Use RS-10 Residential RS-10 Vacant A-1 (County) Vacant A-1 (County) Vacant & Single Family CON-1 (County) Conservation A-1 (County) Vacant & Single Family CON-1 (County) Conservation 2 Future Land Use LDR (5 du/ac) VLDR (3 du/ac) R (1 du/ac) R (1 du/ac) C-1 (0 du/ac) R (1 du/ac) C-1 (0 du/ac) d. Site Characteristics (1) Total Acreage: 146.5 +/- acres (2) Current Land Use(s): Vacant (3) Soil: Eau Gallie Fine Sands Riviera Fine Sands (0-2% slopes) Wabasso Fine Sands Riviera Fine Sands, frequently ponded (4) Vegetation: Abandoned Groves, Undesirable Exotics, and Mixed Wetland Hardwoods (5) Flood Hazard: Zone X and AE (6) Water Service: Indian River County Utilities (7) Sanitary Sewer Service: Indian River County Utilities (8) Parks: On -Site Recreational Amenities (9) Police/Fire: Sebastian Police 5.25.miles County Fire — 2 miles 9. Comprehensive Plan Consistency a. Future Land Use: Very Low Density Residential (VLDR- 3 units per acre) b. Level of Service (1) Traffic: (Initial Traffic Statement enclosed) The estimated preliminary trip generation for the proposed PUD will create an ADT of 3,212 spread over a projected two-phase buildout schedule. Therefore, the proposed development will create an increased demand on the existing roadway network. Traffic impacts to neighboring roadways and intersections will be analyzed during preliminary plat applications and through a full Traffic Impact Analysis to determine mitigation strategies and any possible off -site roadway improvements. The subdivision incorporates two "primary" access points; one of which will be a direct access to CR 510 and one on the proposed Shakespeare Street extension. A stabilized emergency access drive is proposed in Phase 2 from Lanfair Avenue. (2) Potable Water: The property will be serviced by public water provided by Indian River County Utility Services. Several points of connection are available. The applicant will be required to connect to county utilities and has ascertained that adequate capacity is available at the North and South County Public Water System to handle the additional projected flows. (3) Wastewater: The property will be serviced by public waste water provided by Indian River County Utility Services. The applicant will be required to connect to county utilities and has ascertained that adequate capacity is available at the North and Central �3 Wastewater Treatment Facilities to handle the additional projected flows. Points of connection will be determined and reviewed by IRC Utilities. Once sewer service is established in the PUD, there may be a possible point of connection to bring sewer service into the adjacent Sebastian Highlands area. (4) Stormwater: The level of service standard is regulated by the St. Johns River Water Management District, the same for all developments. The stormwater management system will be internal to the development and managed by the HOA. (5) Recreation: The proposed PUD will be required to contain minimum open space and recreation areas in accordance with minimum standards as established by the comprehensive plan. The preliminary development plan will be required to demonstrate proper compliance with this regulation. Conceptually, the proposed PUD indicates compliance with these minimum standards. (6) Solid Waste: There will be an increased demand on solid waste as the property is currently vacant. 10. Conformance with Code of Ordinances: The proposed conceptual PUD plan is consistent with the Code of Ordinances. 11. Changed Conditions: Existing site consists of a re -vegetated, abandoned citrus grove with a proposed change in use to a single-family residential subdivision. 12. Land Use Compatibility: Subject property is adjacent to vacant land, low density residential and conservation land uses. Low density single-family residential provides for consistency with relation to future growth and development. 13. Adequate Public Facilities: Public utilities (water, wastewater) will be incorporated within the development of the proposed PUD, and on -site stormwater tracts are also incorporated in the proposal. 14. Natural Environment: The proposed PUD will be required to contain minimum open space and recreation areas in accordance with minimum standards as established by the comprehensive plan. The preliminary development plan will be required to demonstrate proper compliance with this regulation including any required mitigation measures and minimum buffer areas around existing wetland and river tributary areas. 15. Economic Effect: The proposed subdivision provides an additional 146.5 +/- acres of land area and 352 residential units, which in turn creates an expanded tax base for the City of Sebastian. Fees collected from the development will fund basic services of the City, including stormwater and recreation services. The proposed development will not adversely affect the property values in the area, or the general health, safety and welfare of the community. 16. Orderly Development: The proposed conceptual plan is consistent with the comprehensive plan and provides for orderly development given the location of the site, which is adjacent to other residential properties. The property has provided assurance of the availability of sufficient public facilities and access. 17. Public Interest: The Comprehensive Plan outlines the necessity to incorporate quality residential developments and housing stock with a mixture of housing types which should be developed as n "Healthy Communities." The project, by introducing cluster -type housing units to the area, and providing recreational amenities that will support healthy lifestyles and physical activities, is consistent with the future goals and objectives of the City of Sebastian. Therefore, staff finds that the proposed conceptual plan is not in conflict with public interest. 18. Contents of Conceptual Development Plan: a. Vicinity map: provided - Zoning and Land Use Maps, attached b. Property boundaries: provided — Survey, attached C. Existing conditions: provided — Environmental Assessment, attached d. Development plan: provided: (1) Land use: VLDR (Very Low Density Residential) (2) Circulation: The roadway design plan incorporated within the conceptual development plan depicts two points of ingress/egress along with an emergency only access point. The internal circulation system consists of connecting curvilinear streets within each Phase. (3) Conceptual drainage plan: Attached - Final design of the proposed wet and dry stormwater tracts will be required to be in compliance with SJRWMD standards and in coordination with the Sebastian River Improvement District. (4) Density: 2.4 units per acre (5) Nonresidential use square footage: none proposed e. Written material: Provided — PUD Justification Statement, attached (1) Planning objectives: The River Oaks Preserve PUD Conceptual Development Plan consists of 2 Phases. The designation of a property as a PUD is intended to promote creative design. In a PUD, elements of the design such as lot size, setbacks, etc. may be negotiated to allow clustering of open space and recreational areas. The proposed plan indicates that while offsetting requested dimensional considerations with public benefits, compliance with open space, recreation, and stormwater requirements will be met. (2) Development schedule: provided (3) Environmental impact statement: An initial environmental assessment was submitted for review with the conceptual PUD plan. A full environmental study will be provided with the preliminary plat/plan approval, and a 100% Gopher Tortoise Survey before landclearing. (4) Public facilities impact statement: (a) Quantity of wastewater generated; Based on Sebastian's adopted Level of Service for sanitary sewer, which is 250 gallons per day per unit, an estimated 5 88,000 gallons per day will be generated for the development. Capacity is available and has been verified with Indian River County Utilities by the project engineer. (b) Description of proposed recreational facilities; Both phases will be providing recreation tracts, trails, and/or Community Common Areas within their respective area. A portion of the trails will be available for general public use. Cumulatively, all phases will meet the subdivision's total recreational space requirement. (c) Quantity of potable water required; Based on Sebastian's adopted Level of Service for potable water, which is 250 gallons per day per unit, an estimated 88,000 gallons per day will be generated for the development. Capacity is available and has been verified with Indian River County Utilities by the project engineer. (d) Estimated number of school age children expected within the development: The developer must provide a School Capacity Availability Determination Letter (SCADL) from the Indian River County School District with the submittal of the preliminary plat/plan. However, an initial estimate of school -attending children that may live in the development, based on a SDIRC formula, is approximately 144, which current school capacity can accommodate. (e) Estimated property tax and/or sales tax revenue generated by the project by phase; and Not provided (f) Any other positive or negative public facility impact. In addition, the statement shall also include all public facilities impact information that may be submitted as part of the Development of Regional Impact (DRI) review process, as applicable. This project is not a Development of Regional impact as defined by the Florida Statutes. f. Open space and landscaped areas: The proposed PUD will provide 7.09 acres of recreation space and 84.33 (56%) open space to satisfy the minimum standards as established by the comprehensive plan. The conceptual plan indicates areas that will be providing perimeter landscape buffer strips varying in width in addition to required wetland buffers. Staff recommends that in areas where a single-family or cluster unit lot abuts a wetland buffer that a conservation or agriculture -type fence is installed to help prevent residential encroachment. 19. Other Matters: The developer is requesting consideration in regards to the PUD design for the proposed average lot widths, minimum yard setbacks, cluster unit lot dimensions and lot coverage, one-sided bike/sidewalk on Shakespeare Street, and to include the garage in cluster housing for parking. These design allowances would be counterweighed with additional public benefits such as the Shakespeare Street extension ROW dedication, conveyance of property to FDOT, tree and wetland preservation, the trail system, and lower density. The subdivision property contains easements and drainage ROW's owned by the Sebastian River Improvement District (SRID). The applicant has met and coordinated with SRID in 0 regards to the subdivision's proposed conceptual design. SRID will not formally consent to the proposed design at this time until additional technical stormwater details are provided and easements are re -dedicated and/or abandoned. However, they have submitted a Proposed Release Agreement to staff (attached) indicating the conditions the project will need to address in proceeding forward. If the proposed subdivision plan is amended considerably in order to address SRID's drainage rights, the revised plan may need to be reconsidered by the PZ Commission and City Council. The developer and project engineer have met and coordinated with FDOT in regards to its upcoming CR 510 widening project and is conveying property adjacent to the roadway for anticipated improvements. Based on the initial traffic statement submitted for the PUD, "the level of service is C in the existing condition and will remain level of service C in post development, post widening condition." A full Traffic Impact Analysis will be required with the subsequent Preliminary Plat application that will be reviewed by both FDOT and IRC. The developer is proposing to construct, and then dedicate to the city, 1270 linear feet of 50- foot wide right-of-way for the two-way, south end portion of the proposed Shakespeare Street extension, located along the eastern boundary of the subject property. Another 720 linear feet of 25-foot wide right-of-way for the one-way, north end continuation of Shakespeare Street will be also be constructed and dedicated to the city as part of Phase 1. In the future, additional right-of-way from a recently annexed parcel adjacent to the River Oaks property will be dedicated when future development occurs on that parcel, providing for another section of Shakespeare Street to extend to two-way traffic. The existing tree survey indicates protected and specimen trees that the surveyor could assess and locate considering the current accessibility conditions of the property, i.e. thickness of Pepper Tree growth throughout. At this point in development, landclearing is not permitted, with the city consenting to minimal grubbing to allow limited surveying for wetland determination and initial assessment of flora and fauna. The developer has provided for increased buffer areas along the northern boundary in order to preserve the existing hardwood hammock. A follow-up tree survey will be required with the Preliminary Plat submittals for each phase, allowing for a more accurate review of tree preservation in other areas not yet thoroughly surveyed. Existing wetland areas and limits (10.64 acres) were approved by SJRWMD in February 2023. The conceptual plan has been designed to provide the required SJRWMD 25-foot wetland buffer around those areas in addition to the extra 25-foot buffer that the city requires. Nature trails are being incorporated into the 50-foot buffer areas in order to allow the project to meet its recreational requirements and affording the subdivision residents — and in some areas, the general public — enjoyment of the preserved natural environment. To maintain these natural buffers and trail areas, staff recommends that where a residential lot abuts a buffer tract or easement, a conservation or agriculture -type fence (split -rail) is installed to prevent adjacent residential encroachment into the buffer area (with fire pits, play equipment, etc.) The fence would be a visible boundary for the buffer area and/or residential lot. • The Fire Marshall has reviewed the cluster -unit lay -out with regards to fire truck and emergency vehicle access, and has found accessibility to be in compliance with regulatory fire codes. 7 20. Conclusion: The proposed Conceptual PUD Development Plan is consistent with the Comprehensive Plan, Land Development Code and Code of Ordinances. 21. Recommendation: Staff recommends that the Planning and Zoning Commission forward a favorable recommendation to the City Council to approve the requested Conceptual PUD Development Plan for River Oaks Preserve with the following conditions: a) In areas where a residential property line abuts a wetland buffer area or conservation tract/easement, a 3-4 foot high fence will be required, i.e. a conservation or split -rail type fence, to establish the specific boundary and prevent encroachment of accessory residential activities b) Wetland buffer areas, notably in the NW corner, that encroach into proposed residential lots will be required to mitigate, one square -foot for one square -foot, to an applicable, alternative area within the PUD and must be shown on the Preliminary Plat. c) Alternative ground covers (vs. gravel) for the trails adjacent to the wetland buffer areas shall be considered d) Construction of the north 720 linear feet of the one-way Shakespeare Street extension shall occur in Phase 1, and with the final design approved by the City Engineer e) If the final drainage plan, after working with SRID, modifies the conceptual design considerably, the Conceptual PUD Development Plan will need to be reconsidered by the PZ Commission and City Council. PREPARED BY L-*3 DAME r1jup ,f.A2 GHO LA-0000530 Landscape Architects Planners Environmental Consult, George6. 6enthe FASLA M. Troy HoHney ASLA Emily M. 0`Reheney FASLA, FLA, LEWAP, R&C RIVER OAKS PRESERVE PUD JUSTIFICATION STATEMENT ORIGINAL SUBMITTAL: NOVEMBER 9, 2022 1ST RESUBMITTAL: APRIL 28, 2023 2"d RESUBMITTAL: July 20, 2023 Introduction: On behalf of the Applicant, 85 Sebastian LLC, 2GHO, Inc., acting as agent, respectfully request approval of the following requests: 1. PUD Conceptual Development Plan for 146.52 acres of land for a residential Planned Unit Development of 352 detached single-family units for sale or rental at 2.40 du/ac. River Oaks Preserve PUD will be a single-family residential development within the City of Sebastian on 146.52 acres of land. The current Land Use Designation is Very Low Residential and a Zoning of PUD-R. The site is a combination of natural wetlands stemming from or part of the South Prong of the Saint Sebastian River and a vacated citrus farming endeavor with man-made canal remnants. The development concept is to celebrate the natural features and carry the form throughout the project with publicly accessible trails through natural and created wetlands, storm water ponds and open spaces. The proposed development is poised to set a precedent for future residential development in Sebastian that prioritizes environmentally sustainable design and community engagement. There are two separate residential building typologies proposed: 1. The northern part of the project will have 55' and 70' wide single-family lots, similar to what was approved in 2006. These lots will be within (2) internal gated entries. 2. The southern portion of the project contains two different detached single-family cluster housing types around a courtyard which we are calling Court A and Court B. Court A has 9 single-family units surrounding a courtyard while Court B has 7 units, both accessible for fire rescue. All units are efficiently sized with an average of approximately 1,300 square feet of livable space (not including the two -car garages) to appeal to a broad range of residents and lifestyles, which is consistent with the goals of the Comprehensive Plan. As part of the PUD and consistent with the goals of a PUD, the Court designs are requesting relief to several dimensional criteria as part of the PUD. This includes relief on single-family lot area and setbacks to create a unique living environment which increases the open space for the project. The cluster housing units are each on their own separate tax parcels. The intent of the Applicant is to develop this cluster type housing as rental homes, a much -needed housing product type in Sebastian and the overall region, 1501 COMMERCE LANE, SUITE 101, JUPITER, FLORIDA 33458 561-515-5551 26WO.COM River Oaks Preserve PUD November 9, 2022, revised April 28, 2023, revised July 20, 2023 Page 2 of 11 however as each unit will be on a separate tax parcel so the Applicant could sell the homes if desired. The Court design of cluster housing offers a unique life style of socializing in the courtyard for those in the cluster. Driveways are very short to discourage parking in front of the individual garage and promote parking inside the garage. With a signature planting/tree in the center of each courtyard, individual character will be developed and a sense of uniqueness. This cluster style development also allows the perimeter access roads to contain a beautiful green vegetation buffer rather than a row of single-family homes and their garages. Moreover, the cluster housing allows for greater shared amenities, open space and improved sense of community. The cluster housing meets the intent of the Comprehensive Plan in several aspects and is allowed through the PUD process. First, it provides efficiently sized housing with unit types that are sufficient for most needs of the targeted population. People who are seeking non- apartment living but who do not want to care for private landscaping or other homeownership costs will find this product type particularly desirable. There is minimal land around the house structures which still allows for patios and a sense of privacy while being managed by the property association. Planning housing in this manner creates units that have little to no grass to minimize irrigation demand but rather low growing material to create a natural oasis surrounding a paved court with center planting area. The land, which under typical designs as part of a single-family lot, is given over for shared use and added to the overall open space of the community as a whole. The cluster housing, as proposed: 1. Brings amenities of a common clubhouse, community pool, playground, mail building pickleball courts and dog park for residents; 2. Allows a trail system to meander throughout the project through natural and man-made ecosystems. Access to the trails is never far from any one house or court. The trail system gets residents outside and moving for better health; 3. Minimizes high maintenance landscaping in lieu of natural, minimally maintained, landscapes creating sustainability by lessoning maintenance costs and reducing the carbon footprint; 4. Creates space for socialization in each Court making it conducive for the residents to get outside and gather; 5. Part of sustainable green building is not to build more than you need. These units are sized for the needs of a couple or young family; 6. While units are moderate, they each include a two -car garage to keep vehicles out of the strong Florida sun, heat and pedestrian gathering area. 7. Landscape trees will create canopy and reduce the heat island effect for the Courts. As a celebration of the land, there are walking trails with signage throughout both phases of this development for all to use and enjoy. Phase Information: The start date of construction will be 14-16 months based on approval process with construction of development within 24 months. History of oroiect: The property was previously approved in 2006 for a total of 365 dwelling units. There were 265 units at 55' wide lots and 100 units at 70' wide lots with a density of 2.47 du/ac. 0:1River Oaks Preserve - Modica\Applications\Site Plan Application\Application MaterialslJUSTIFICATION - FINAL 07.20.23r.docx River Oaks Preserve PUD November 9, 2022, revised April 28, 2023, revised July 20, 2023 Page 3 of 11 Since that previous approval, FDOT has identified SR510 as a road which needs to be widened and expanded since it is a major evacuation route out to the 1-95 corridor. Design plan are currently in the works at 60% completion. It will be executed in stages and not yet funded. It is anticipated that the River Oaks Preserve will be completed prior to the improvements adjacent to this property. Additionally, the City of Sebastian has identified a need for connectivity of the city, mainly the extension of Shakespeare south to SR510 on the east side of the subject property. A property to the east of our subject project will dedicate 25 feet to this roadway (approximately 720 feet). The remaining 1270 linear feet will need to have all of the right-of-way on the subject property as the rest of the adjacent property to the east is in the County and the City has no control. Surrounding Land Use and Zoning designations: Land Use Zoning North: Low Density Residential (LDR) RS-10 South: AG-1 (IRC) A-1(IRC) East: Low Density Residential (LDR) RS-10 West: AG-1 (IRC) A-1 (IRC) Site Characteristics: 1. Total Acreage: 146.52 acres a. SRID additional +3.05 acres b. FDOT R/W dedication -3.53 acres c. Shakespeare dedication -2.21 acres Net Acreage 143.83 acres 2. Current Land Use: Very Low Residential Density 3. Soil: Eau Gallie fine sand, Riviera fine sand, 0-2% slopes, Wabasso fine sand and Riviera fine sand, frequently ponded 4. Vegetation: Old Citrus Trees, Brazilian Pepper 5. Flood Hazard: Zone A. AE and X 6. Water Service: Indian River County Utilities 7. Sanitary Sewer Service: Indian River County Utilities 8. Police/Fire: Sebastian Police — 7 miles Indian River County Fire — 5 miles *Note that the Applicant and design team met with I RC Fire Rescue to discuss the proposed site plan in May 2022. Environmental Impact Statement Atlantic Environmental determined that the property supports approximately 128.69 acres of uplands, +/- 7.19 acres of surface waters, and +/- 10.64 acres of wetlands. These natural resources must be addressed in the development process, through permitting, avoidance, mitigation, or some combination thereof. See attached Environmental Assessment report for complete analysis. Existinq Tree Statement The tree canopy of the parcel can be categorized into three different ecosystems: 1. Brazilian Pepper trees over taking the areas previously containing citrus trees for approximately 80% of the parcel. The Pepper is thick and makes it difficult to get through without clearing. There are occasional young Laurel Oaks that have volunteered over the 0:1River Oaks Preserve - Modica\Applications\Site Plan Application\Application MatedalsWUSTIFICATION - FINAL 07.20.23r.docx River Oaks Preserve PUD November 9, 2022, revised April 28, 2023, revised July 20, 2023 Page 4 of 11 last 10 years. The Applicant plans on keeping or relocating as many quality specimen trees as possible in hopes of exceeding the City's requirements for tree mitigation. a. ACTION: Attain permits to remove all Brazilian Pepper and any other exotics. 2. Quality upland: This area consists of Live Oak (primary) with some Slash Pine and Sabal Palms. The area is 125' of the northeast part of the property, a place where it was preserved with the prior approval and will be preserved with this submittal. There are approximately two acres of upland material (65 feet x 1326 feet=1.98 acres) within an additional buffer of 60' for a total of 3.8 acres. a. ACTION: No impact to this area other than removing any exotic material. 3. Wetlands: The wetlands contain some invasives, especially along the edges but all native desirable material will be preserved in place. Restored wetlands will be planted as needed to provide a quality wetland for the whole area. a. ACTION: Attain permits to remove exotic material from wetland and wetland buffer. Restore as required. Public Facility Impact Statement: The proposed development is designed to minimally impact the surrounding public facilities. A private community amenity including a pool with clubhouse and courts are proposed. Schools for the development will be within Indian River County; Water and sewer services will be provided by Indian River County Utility Department; Indian River County School — student Generation Rates. The development is proposed 352 single-family units with a student generation rate of 145.60 students; - Elementary — 0.189 x 352 = 66.53 - Middle — 0.097 x 352 = 34.14 - Hiah School— 0.123x352 = 43.29 TOTAL 143.96 PUD Conceptual Development Plan. Section 54-3-9.8[b): (b) Other Facilities: 1) Solid Waste — N/A 2) Potable Water required: total project ERUs* 250 gallons per day per (per 109-3 = 352 units * 250 gallons = 88,000 gallons per day. Project site is within the Urban Service Boundary area. 3) Sanitary sewer required: total project ERUs* 200 gallons per day per (per 109-3) = 352 units * 200 gallons = 70,400 gallons per day. Project site is within the Urban Service Boundary area. 4) Drainage - The proposed grading plan and stormwater management system are expected to have minimal environmental impact. The proposed project is intentionally using the existing slough and wetlands for drainage needs to retain the natural movement of the land. An existing SRID canal easement through the eastern portion of the land will be modified to allow for a more natural looking drainage feature while preserving the conveyance of off -site contributing areas east of the site to the south prong of the Sebastian River. The Applicant and design team have met twice with SRID in the last 5 months to review SRID drainage requirements for the site. SRID has provided the relevant hydrologic data and BGE Inc., the project civil engineer, will continue to work with SRID to accommodate SRID's drainage requirements for the site. A combination of 0:1River Oaks Preserve - Mod ica\Appl ication s\Site Plan Application\Application MaterialsWUSTIFICATION - FINAL 07.20.23r.docx River Oaks Preserve PUD November 9, 2022, revised April 28, 2023, revised July 20, 2023 Page 5 of 11 interconnected wet detention ponds, with dry ponds to achieve nutrient removal, will be added to compensate for additional storm runoff. 5) Recreation area - In celebration of the land, over 3.3 miles of natural walking trails will be available for the general public to use, meandering through the preserved wetlands and along the South Prong of the river. These trails allow access to these unique areas, not currently accessible through private property. Recreation: Both phases of the development project will have private amenity areas that include pools, a community building, pickle ball courts and a dog park. Some of the 6' wide trails will be private and included in the recreation number. The public recreation amenity includes a public trail system through the project and specifically along the fork of the Sebastian River. There is no public parking for access to these trails within this project. The recreational areas exceed the recreational requirement. Recreation Table Proposed Units Population 2.24/unit Recreation Area .01 AC/Unit Private Recreation Area Amenity Areas and Dog Park Private Recreation Trails .89 miles of 6' (.64 ac.) Public Recreation Area 50% Min of Area Public Recreation Trails 2.41 miles of 6' Required Provided 352 Units 352 Units 788 788 3.52 Acres 7.09 Acres 5.33 Acres 1.76 Acres 1.76 Acres Traffic Impact Statement fsee attached Traffic Statement): 7/20/2023 Trip Generation The trip generation was calculate using ITE Trip Generation 11th Edition. The project will generate 3,212 daily trips, 257 AM peak hour trips and 335 PM peak hour trips. Attachment 2 summarizes the project trip generation. The analysis of the project trips on the surrounding network and the evaluation of the project access, will be provided in a detailed traffic impact analysis. Note that the Applicant and design team met with Rich Szpyrka, PE, IRC Public Works Director and his colleagues to review traffic methodology and access on September 16, 2022. The Applicant and design team also met with FDOT on August 1, 2022 to review the SR 510 expansion. The proposed site plan includes the most recent FDOT widening plans based on the design files provided by FDOT in August 2022. Residential Units: 0:1River Oaks Preserve - Modicaftplications\Site Plan Application\Application Materials\JUSTIFICATION - FINAL 07.20.23r.docx River Oaks Preserve PUD November 9, 2022, revised April 28, 2023, revised July 20, 2023 Page 6 of 11 There will be a mix of larger lots on the north side of the project site to meet the intent of 54-2- 5.11(f)(5). — Per 54.-2-5.11(f)(5)0 - the average residential lot size for an attached or detached single- family unit shall not be reduced by less than 75% of the required minimum lot size in the adjacent single-family residential zoning district. There is no minimum lot size for multiple - family residential structures, excepting attached single-family units, townhouses, patio homes, and similar clustering of residential units which shall follow the guidelines as established above"). Requested Dimensional Considerations: This section is provided to highlight where the proposed PUD plan varies from straight zoning requirements while meeting the intent of the comprehensive plan and PUD-R zoning. Standard Single-family Lots The proposed lot sizes for the single-family northern lots are in keeping with the previously approved plan and consistent with the market driven new home development in South and Central Florida. Since this is a PUD project, the development is looked at as a whole with space given to preservation/conservation and quality open space which can be shared by all. River Oaks creates a unique setting by celebrating the character of the land and water. The request is for relief to dimensional requirements to lot size dimensions and lot coverage percentages for the standard single- family product. Please note that there is an increase in the overall open space. Standard Single-family Lots: 1. Reduction in lot dimensional criteria 2. Reduction in setbacks (side interior) Cluster Single-familv Courts Creating a unique lifestyle which minimizes private outdoor space while enhancing community outdoor space, the single-family cluster housing as proposed in the Courts brings compact neighborhoods together around a central courtyard. According to the APA (American Planning Association) cluster housing promotes physical activity by increasing walking and provides for a greater sense of community. Per the City's Livability Workshop (February 20, 2020), housing diversity and compactness are livability features that benefit everyone. By having smaller for -rent or for -sale homes averaging approximately 1,300 SF (not including the garages) surrounding each Court, the development provides a much -needed alternative to the typical for -sale homes located in the northern section of the site (55' wide and 70' wide lots) and neighboring developments. Each Court will have a signature tree planting in the center of the courtyard which will allow a shady place to gather, the center of each small neighborhood. Full driveways are not provided for parking cars so that parked cars will not be part of the court landscape. Each OARiver Oaks Preserve - Modica\Applications\Site Plan Application\Application MaterialsWUSTIFICAT] ON - FINAL 07.20.23r.docx River Oaks Preserve PUD November 9, 2022, revised April 28, 2023, revised July 20, 2023 Page 7 of 11 residence will have a full 2-car garage for their vehicles. To achieve this type of lifestyle, the Applicant is requesting several waivers from code as part of the PUD. As part of the Conceptual Plan for the Planned Unit Development -Residential (PUD-R), the following are dimensional requirements as set by the PUD-R which includes minimum lot size, width, depth being requested. For reference, the size and dimension criteria for the PUD-R are as follows. Please note that there is an increase in the minimum open space area. Cluster Court Lots: 1. Reduction in lot dimensional criteria 2. Reduction in setbacks (front, side interior and rear) 3. Increase in lot coverage and impervious area 4. Removal of 2 parking spaces outside the garage requirement Open Space Table Total Site Area SRID Addition FDOT RW Dedication Shakespear Dedication Net Site Area Lake Area Required Open Space Proposed Open Space Amenity Areas Cluster Court A Cluster Court B Single Family Lots La ke Area Existing Wetlands Wetlands to be Removed 146.52 Acres + 3.05 Acres See Note 1 3.53 Acres 2.21 Acres 143.83 Acres 15.57 Acres 11% of Net Site Area 50% Min. of Net Site Area 71.92 Acres 84.33 Acres 59% of Net Site Area 33% Min. of Each Court 34% Min. of Each Court 30% Min. of Each Lot Preserved Uplands Remaining Common, Buffers & Green Areas Total Open Space 4/26/2023 4.69 Acres 6.38 Acres 3.68 Acres 8.18 Acres 27.27 Tota I Acres of SF Lots x 30% 7.79 Acres 50% of Lake Area 10.64 Acres -0.24 Acres 1.98 Acres 41.23 Acres 84.33 Acres 0:%River Oaks Preserve - Modica\Applications\Site Plan Application\Application Materials\J USTI FICATION - FINAL 07.20.23r.docx River Oaks Preserve PUD November 9, 2022, revised April 28, 2023, revised July 20, 2023 Page 8 of 11 Development Parameters RS-10 PUD-R Single Family Cluster Units Minimum Lot Size 9,500 s.f. 75% = 7,125 s.f. 7,150 s.f. 3,240 s.f. Minimum Lot Width 80 ft 75% = 60 ft Ave. 59.07 ft Average *51 Lots Facing Ex. Subdivision 60.88 ft Average Minimum Lot Depth 100ft 75%=75ft 130ft 60ft Minimum Living Area 1,200 s.f. 75% = 900 s.f. 900 s.f. 900 s.f. Minimum Yard Setbacks Front: 25 ft 25 ft 10 ft Side: 10ft 7.5ft 7.5ft Rear: 20 ft 25 ft 15 ft Pools/Pool Enclosures Front: 20 ft n/a Side: 5 ft n/a Rear: 10ft n/a Patios Front: 5 ft 5 ft Side: 5 ft 5 ft Rear: 10 ft 3 ft Decks Front: 5 ft 5 ft Side: 5 ft 5 ft Rear: 10 ft 5ft Maximum Building Height 25 ft 25 ft 25 ft Maximum Lot Coverage Buildings:30% 45% 44% Impervious Area: 55% 65% 60% Minimum Separation Distances Between Residences: 20 ft 15 ft 15 ft Minimum Open Space 7/18/2023 Lot: 50•� 30% 33% Project Wide: 50•9 60% Provided Minimum R.O.W. Width 50ft 50ft 50 ft pe r Cl uste r Sidewalks: 5' Sidewalk Internal Roads (1 side), 8' Sidewalk/Bike Trail Along Shakespeare Rd. Landscape Buffer: Minimum 25' Landscape Buffer along all PUD Boundaries with Increased Buffers along North Property Line and Defined Wetland Areas Parking: Minimum Off -Street Parking: 2 Spaces Per Dwelling Unit Standard Single -Family (Excluding Garages) Single -Family Cluster Units (Including Garages) Requested Dimensional Considerations to: Average Lot Width Minimum Yard Setbacks Cluster Unit Lot Dimensions and Lot Coverage One -side Bike/Sidewalk on Shakespeare Road Include Garage in Cluster Housing for Parking Public Benefit: Shakespeare Expansion, SR 510 Widening, Trails, Lower Density 0:1River Oaks Preserve - Modica\Applications\Site Plan Application\Application MaterialsWUSTIFICATION - FINAL 07.20.23r.docx River Oaks Preserve PUD November 9, 2022, revised April 28, 2023, revised July 20, 2023 Page 9 of 11 *Please note the RS-10 Zoning District referenced above is only for comparison to the PUD-R Zoning District. Requested Dimensional Considerations: Overall PUD There is one request on the overall PUD to not require sidewalks on both sides of the extension of Shakespeare for that portion of which the Applicant will be building the road within their dedicated 50' right-of-way. Since the Applicant is donating this land and building a road for the City, and as the adjacent neighboring land is in agriculture, the Applicant is requesting that the 8' bike lake be built only on the west side. The Shakespeare expansion will occur in two phases divided at a point just north of the east entry into the project as follows: PHASING FOR STREET CONSTRUCTION Phase 1: 1. Dedicate 720 linear feet of right-of-way 25 feet wide or more (for the transition) for the north end of Shakespeare extension. 2. Build a one-way road with no curbing or sidewalks as a temporary road in the 25-foot right- of-way north of the project entry. 3. Dedicate 1270 linear feet of right-of-way 50 feet wide for the south end of Shakespeare extension. 4. Build the road and curbing associated with this portion from SR 510 north to the eastern entry of the project. 5. Build the sidewalk for the whole length on the west side of the roadway only. Phase 2 1. In the future and not a part of this application, the City will finalize the alignment of the north 720 feet and build it. PROPERTY DEVELOPMENT REGULATIONS — CLUSTER DEVELOPMENT Minimum ROW Width Sidewalk Bike lanes (SR 510/Shakespeare) REQUIRED 50, _ One or both sides Min. 5' wide Both sides Min. 8' wide PROPOSED PUD-R 50, One side FDOT One side Shakespeare PHASING FOR STRUCTURES The project will be built in two product phases. The Cluster Units will be considered Phase 1 while the Single Family Lots will be Phase 2. The drainage and utilities phasing, which may or may not correspond to the above, will be determined at a future date. Public Benefit: SHAKESPEARE EXPANSION: As public benefit, the Applicant will be donating the land and building phase 1 of the Shakespeare Road Expansion down to SR 510. The right-of-way will be 50-feet' wide for 1270 linear feet from this property and 720 linear feet of which 25 feet or more 0:1River Oaks Preserve - Modica\Applications\Site Plan Application\Application MaterialsWUSTIFICATION - FINAL 07.20.23r.docx River Oaks Preserve PUD November 9, 2022, revised April 28, 2023, revised July 20, 2023 Page 10 of 11 will be from this property at the north end. Twenty-five feet of the width at the northern end will be provided by the neighboring development under construction. This is a total of 2.21-acre loss to the development of the property which is going towards public benefit. The dedication of the right-of-way and building of the road allows the City of Sebastian a connection to SR510 as another interconnectivity route and generally alleviating traffic pinch points within the limits of the city. SR 510 WIDENING: Additionally, FDOT planning and design for the widening of SR510 is a public benefit that is only made possible through utilizing this site, reducing the actual buildable land by 3.53 acres. The roadway will be raised quite a bit with the impact of widening the relocated drainage ditch along the southern boundary to account for the grade change. This too reduces the buildable area of the site and significantly increases cost to the Applicant. As of the filing of the Conceptual Plan, the latest FDOT plans have been incorporated and are shown on the site plan. FDOT was unaware of the City's desire to extend Shakespeare and therefore will be looking to modify that connection in consideration of this and proposed activity on the south side of the road. They will also re-evaluate left turn/u-turn locations now in light of this project. TRAILS: Trails will be available for walking throughout the community promoting connectivity through Sebastian and Indian River County. The trails will be laid out in the additional 25' buffer of the 50' wetland buffer required by the city in those areas surrounding the wetlands. There will be minimum to no impact to the DEP 25' wetland buffer. Other parts of the trail system surround the proposed drainage areas and along the west and north expanded buffer. Trail surface will be compacted limestone base or other minimally impacting process that is consistent with the City's proposed Sustainable Park Design Policy (6-1.1.14 — Comprehensive Plan 2040). Moreover, the Applicant intends to directly connect the trail system to public sidewalks located on SR 510 and the Shakespeare extension. OPEN SPACE LOT MINIMUM: The open space has been decreased on each lot to 30% for the standard lots and 33% for the Court lots noting that unscreened pool and patio areas are included. This is balanced out by the overall open space requirements. OPEN SPACE OVERALL: The total site more than exceeds the City's requirement for open space by more than 14 acres. Out of 143.83 net acres, about 84.33 acres (57%) will be open space which leads to celebrating the uniqueness of this piece of land with accessibility for the general public and the residents. DENSITY: The project is not maximizing the density of the site which is a benefit for the City of Sebastian. As part of the comprehensive plan, 3 units per acre are allowed which equals 441 units on this property. The request is for a density of 2.40 units. INCREASED CONNECTIVITY: The Applicant has designed the southern portion of the site (the Courts) to be non -gated. This provides a unique opportunity for increased vehicular and pedestrian connectivity through the site from Shakespeare extension to SR 510. Furthermore, there is evidence that non -gated communities increase civic engagement and responsibility of its residents. LANDSCAPE BUFFERS: The Applicant is proposing landscape buffers beyond the required width. The following describe the buffers: 0:1River Oaks Preserve - Modica\Applications\Site Plan Application\Application MaterialsWUSTIFICATION - FINAL 07.20.23r.docx River Oaks Preserve PUD November 9, 2022, revised April 28, 2023, revised July 20, 2023 Page 11 of 11 • Northwest and part of the West: The buffer has been increased from 25' to 50' with a trail system. These lots are the standard single-family lots. • Northeast: There is a preservation of 125 feet of an oak and sabal palm hammock. • East: This is the area where road extension will occur. There is the standard 25' buffer with a (required) sidewalk meandering within both the right-of-way and the buffer. • South: The south side has the required 25' buffer which sits beyond the drainage easement which functions as additional buffer from the roadway. • West: The majority of the west side is comprised of wetlands with the required 50' buffer. The 25' landscape buffer falls within this system and therefore not required. 0:1River Oaks Preserve - Modica\Applications\Site Plan ApplicationlApplication MaterialsWUSTIFICATION - FINAL 07.20.23r.docx SEBASTIAN" RIVER IMPROVEMENT DISTRICT C/O SPECIAL DISTRICT SERVICES, INC. 2501A BURNS ROAD PALM BEACH GARDENS, FL 33410 May 17, 2023 Dorri Bosworth, Manager/Planner Community Development Department �'�' =�3 City of Sebastian i 1225 Main Street Sebastian, FL 32958 RE: River Oaks Preserve PUD — SRID Proposed Release Agreement Dear Ms. Bosworth: For the conceptual design proposed by developer of River Oaks Preserve PUD (River Oaks), Sebastian River Improvement District (SRID) agrees to review proposed changes to the location of the original 80-foot right-of-way once such proposed location changes are submitted to SRID. In its review of the proposed change, at a minimum SRID requires acceptable hydraulic calculations demonstrating that the project will not discharge greater than 2" of runoff volume per day during any 24 hour period (from time 0 through hour 72) for the 25 yr. — 24 hr. (9.2 "event), will meet the maintenance of flood plain storage criteria, will not cause any negative drainage service to upstream landowners, and other stormwater coordination items. The ongoing maintenance of any relocated drainage conveyance and accessibility to that conveyance is of critical concern of SRID. To that end, SRID also requires unimpeded access to the right-of-way by use of typical equipment currently used by SRID on other District canals and sub -laterals. Currently, the debris removed from the canals is placed on the canal bank to decay and remain. As part of a review of this project or other similar projects, SRID requires canal banks of any newly located right-of-way allow enough unrestricted area for continuation of that debris removal and maintenance method. If a conservation easement or other type of restrictive covenant exists (or may be required) where a drainage conveyance is proposed to be located, SRID may not be able to approve such proposal until the easement or covenant is appropriately addressed. In the event that River Oaks becomes interested in purchasing a SRID easement and/or right-of- way, in fee simple, please be advised that SRID has a policy to obtain appraisals acceptable to the Board of Supervisors for determination of the sale price. For your information, the Declaration of Restrictive Covenant recorded July 14, 1999, in Official Records Book 1284, Page 574, of the Public Records of Indian River County, Florida (the "Declaration"), provided in Paragraph 3.a): In the event the slough or natural creek which meanders east to west through the property is filled or for any reason rendered unusable for drainage purposes, RYALL and TRUSTEES [the prior owners in title at the time] and their successors in title shall be responsible at their cost for the construction of a new canal in the 80' right-of-way located along the easterly and southerly boundary of the real property described in Schedules "A", `B-1" and `B-2". SRID understands that in the future the River Oaks may also submit a request to SRID for the following: Termination of the Declaration and the easements established by or related to the Declaration; 2. The termination of the following easements affecting the River Oaks Preserve PUD: a. Grant of Easement recorded July 14, 1999, in Official Records Book 1284, Page 557; and b. Grant of Easement recorded July 14, 1999, in Official Records Book 1284, Page 559, and C. Grant of Easement recorded July 14, 1999, in Official Records Book 1284, Page 563, the terms of which establish the same two (2) easements; and 3. The termination and relinquishment of the rights in favor of SRID in that sub -lateral right of way established by Deed Book 32, Page 177 (the "Sublateral"), because this Sublateral: (a) appears to be unconnected to any functioning drainage system; (b) may have been abandoned; (c) was established in connection with an intended and now obsolete agricultural use; and (d) is no longer functional for the proposed residential use. SRID will review any such requests upon formal submission. In addition to potential existence of conservation easements, restrictive covenants, hydraulic and other stormwater calculations, SRID would require Drainage Easements dedicated and acceptable to SRID for drainage and maintenance as part of the review and approval process. If you require further clarification of any of the items mentioned above, please contact me. Thank you. Sincerely, B. Frank Sakuma, Jr., CDM, Wtrict Manager Sebastian River Improvement District ATf L--ANTIC ENV IRON MENTAL ENVIRONMENTAL PERMITTING & MITIGATION ENVIRONMENTAL ASSESSMENT On the River Oaks Project Site Parcel No's 31382500000700000002.0, 31382500000700000003.0, 31382500000700000004.1,& 31382500000500000003.0 ±146.52 Acres Sebastian, Florida Conducted for: Mr. Ben Brown 85 Sebastian, LLC 8985 SE Bridge Road Hobe Sound, Florida 33455 Conducted by: Atlantic Environmental of Florida, LLC 657 Montreal Avenue Melbourne, Florida 32935 April 27, 2023 657 Montreal Avenue Melbourne, Fl. 32935 L 321.676.1505 s--- 321A76.1730 vumm.environmental'ennittin0.com 22182EA4.27.23.Rpt _"400Ak ATLANTIC ENVIR0NMENTAL -NVIRONMENTAL PERMITTING & MITIGATION April 27, 2023 Mr. Ben Brown 85 Sebastian, LLC 8985 SE Bridge Road Hobe Sound, Florida 33455 Re: Environmental Assessment River Oaks Project Site Sebastian, Florida Atlantic Environmental File No. 22182 Dear Mr. Brown: 657 Montreal Avenue • Melbourne, Fl. 32935 ph 321.676.1505 • fax 321.676.1730 Atlantic Environmental of Florida, LLC (Atlantic Environmental) has completed an environmental assessment and feasibility study of the above -referenced property, an approximately 146.52-acre group of parcels located on the north side of County Road 510 in Sebastian, Florida (Figures 1 and 2). The field assessment of this parcel, hereinafter referred to as "the Property", occurred on March 16 and 17, 2022, with a follow-up visit with St. Johns River Water Management District (SJRWMD) to review the wetland limits on February 15, 2023. This study is intended to assess any reasonably ascertainable environmental issues that might influence the developability of the subject property. Following are the results of our study. Toaooraphv and Soils Figure 3 shows the USGS Topographical Map for the Property and surrounding areas. According to this map, the Property houses a lower -elevated area associated with a tributary of the Sebastian River on its western edge that makes its way from the northwest edge of the Property towards the southeast central portion of the Property. This lower area ranges in elevation from 5 feet NGVD on its northwestern side to 15 NGVD in its southeastern portion. The rest of Property appears to range between 15 and 20 feet NGVD. The U.S. Department of Agriculture's Natural Resources Conservation Service (NRCS) map for Indian River County (Figure 4) depicts four soil types underlying the Property. Following is a description for these mapped soil types as they occur in a natural environment. Eau Gallie fine sand (3) The Eau Gallie, non-hydric component makes up 80 percent of the map unit. Slopes are 0 to 2 percent. This component is on flatwoods on marine terraces on coastal plains. The parent material consists of sandy and loamy marine deposits. This soil is not flooded. It is not ponded. A seasonal zone of water saturation is at 12 inches during June, July, August, September, October. This soil does not meet hydric criteria. Riviera fine sand. 0 to 2 aercent slopes ( 10) The Riviera component makes up 80 percent of the map unit. Slopes are 0 to 2 percent. This component is on flatwoods on marine terraces on coastal plains. The parent material consists of sandy and loamy marine deposits. This soil is not flooded. It is not ponded. A seasonal zone of 22182EA4.27.23.Rpt www.environmentalper -j i,.'��i water saturation is at 6 inches during June, July, August, September, October. This soil meets hydric criteria. Wabasso fine sand (13) The Wabasso, non-hydric component makes up 70 percent of the map unit. Slopes are 0 to 2 percent. This component is on flatwoods on marine terraces on coastal plains. The parent material consists of sandy and loamy marine deposits. This soil is not flooded. It is not ponded. A seasonal zone of water saturation is at 12 inches during June, July, August, September, October. This soil does not meet hydric criteria. The Wabasso, hydric component makes up 20 percent of the map unit. Slopes are 0 to 2 percent. This component is on flats on marine terraces on coastal plains. The parent material consists of sandy and loamy marine deposits. This soil is not flooded. It is not ponded. A seasonal zone of water saturation is at 6 inches during July, August. This soil meets hydric criteria. Riviera fine sand. frequently ❑onded. 0 to 1 Dercent slor)es (51) The Riviera component makes up 85 percent of the map unit. Slopes are 0 to 1 percent. This component is on depressions on marine terraces on coastal plains. The parent material consists of sandy and loamy marine deposits. This soil is not flooded. It is frequently ponded. A seasonal zone of water saturation is at 0 inches during July, August, September, and October. This soil meets hydric criteria. Past development and human activity within and surrounding the Property appears to have altered some of the characteristics possessed by the underlying soils. However, in general, the soils underlying the Property appear fairly consistent with the above descriptions. Veaetation and Community Types Different combinations of natural and human -influenced factors, such as surface elevation, hydrology, vegetative species and structure, soil characteristics, and degree and type of historical disturbance, will give rise to a variety of distinct ecological systems and functions, known as communities and land uses. The Florida Land Use, Cover, and Forms Classification System (FLUCFCS) organizes most of the major categories of communities and land uses into particular descriptions, each corresponding to a different code number. Using our field observations and the FLUCFCS system as a guideline, Atlantic Environmental has identified four on -site communities as they currently exist on the Property. Figure 5 depicts the location and associated code number of the on -site FLUCFCS categories; specifically, Abandoned Groves (FLUCFCS Code number 224), Streams and Waterway (510), Reservoirs less than 10 acres (534), and Mixed Wetland Hardwoods (617). Following is a description of these classifications, as they exist on the Property, along with an assessment of the jurisdictional wetland status based on the rules and regulations of the SJRWMD and the U.S. Army Corps of Engineers (USACE). In December 2020, the Florida Department of Environmental Protection (FDEP) took over a significant portion of the Section 404 federal permitting from USACE. The jurisdictional status of FDEP will also be referenced below. 22182EA4.27.23.Rpt Abandoned Groves(224) A majority (approximately 126.89 acres) of the Property is comprised of abandoned citrus groves. Here, the beds and furrows of the past citrus operation are still evident and the vegetation within the beds is dominated by Brazilian pepper, laurel oak, cabbage palm, wax myrtle, Australian pine, caesarweed, guineagrass, cogongrass, and poison ivy. This community is an upland and will require no wetland permitting or mitigation. With this having been said, SJRWMD and FDEP may claim some of the relic furrows as surface waters. If so, impacts to these surface waters will require permits but no mitigation for impact. Mixed Hardwoods (438) An area dominated by mixed hardwoods is located within the northeast corner of the site. This +1.80-acre area is dominated by live oak and laurel oak with lesser amounts of cabbage palm, Brazilian pepper, wax myrtle, and guineagrass. This community is an upland and will require no wetland permitting or mitigation. Streams and Waterways (510) There are several -larger ditch systems that extend through the Property which are overgrown, ultimately flow off -site, and total approximately 6.19 acres. Some of these ditches appear to have been historic tributaries of the South Prong of the Sebastian River which were reconfigured when the Property was converted to citrus groves. Vegetation within these ditches is dominated by giant leather fern, primrose willow, and Carolina willow. SJRWMD and FDEP will assert jurisdiction over these surface waters and, therefore, will require a permit for proposed impacts. However, no mitigation should be required within the banks of these surface waters. Reservoirs less than 10 acres (534) A man-made pond is located within the northwestern extent of the Property. This pond encompasses approximately 1.00 acre. Cattails are present within the center of the pond and vegetation along the banks dominated by Carolina willow, Brazilian pepper, wax myrtle, primrose willow, red maple, duck potato, and giant leather fern. SJRWMD will claim this pond as a surface water requiring permits for impact. Mitigation may be required if surface water impacts are greater than 1 acre and SJRWMD determines that this surface water provides sufficient wildlife habitat value. Mixed Wetland Hardwoods (617) Forested wetlands are present within the western and central portions of the Property. These wetlands are part of the historic tributary and/or floodplain of the South Prong of the Sebastian River. The on -site wetland totals approximately 10.64 acres. Vegetation is dominated by Brazilian pepper, cabbage palm, red maple, American elm, laurel oak, Carolina willow, shield fern, giant leather fern, Virginia chain fern, swamp fern, shiny coffee, and poison ivy. SJRWMD and FDEP will assert jurisdiction over these wetlands and require the acquisition of permits and the provision of mitigation for any proposed impacts. The wetlands north of the existing pond (listed above under category 534) in the northwest corner of the Property appear to be larger than they may have been historically. Atlantic Environmental located a free flowing well within this area that appears to have been flowing for years and increasing the ground and surface waters volumes in this area. Exacerbating the problem, the old citrus beds and furrows were levelled within this area in or around 2005 which appears to have lowered the elevations, or at least allowed the waters flowing from this well to no longer be 22182EA4.27.23.Rpt channelized and therefore spread over the ground's surface. The ground disturbance and added water from the well have allowed for wetland vegetation to become more dominant in this area and therefore contributes to the ability of the regulatory agencies to claim these areas as jurisdictional wetlands. As you are aware, the well was capped in 2022 and it is possible this wetland area could contract in the future if the water continues to recede. Habitat Potential for Protected Wildlife SDecies A preliminary survey for listed species and suitable listed species habitats was completed on the Property. This survey resulted in the determination that the Property provides suitable foraging habitat to support the below listed species found in east central Florida and the Treasure Coast. Wading Birds Wading birds, including little blue herons, tricolored herons, sandhill cranes, and wood storks, depend on freshwater marshes and shorelines for foraging and typically roost in forested wetland systems. It is possible that any or all of these birds use the on -site surface waters and wetlands from time to time on an opportunistic foraging basis. However, the preliminary survey did not indicate that any of the above listed protected wading bird species are using the Property in a way that is significantly dependent upon on -site habitat. No nests of any of the listed species were observed on the Property, and no signs of these species were noted. SJRWMD may consider portions of the on -site pond as suitable foraging habitat for wood stork. If so and if impacts to suitable wood stork foraging habitat are greater than 0.50 acres, then mitigation could be required. Mitigation could include the creation of suitable foraging habitat around created stormwater ponds that equal at least the same acreage of impact. Go[)her Tortoise Gopher tortoises are state listed as a threatened species. These species require three environmental conditions: well drained loose soil in which to burrow, adequate low -growing herbs for food, and open sunlit sites for nesting. While on -site with SJRWMD, Atlantic Environmental observed a secondary sign (i.e., scat) of tortoise inhabitance in the southwestern portion of the Property. As such, Atlantic Environmental recommends having a formal 100% gopher tortoise survey completed prior to clearing/development. Prior to impacts, the acquisition of a permit will be required from the FWC should this species be inhabiting the Property. The cost of relocating can be discussed after a survey is completed and the number of potential tortoises is found. Due to the poor -quality habitat, Atlantic Environmental can safely state that the tortoise population here will be low, if present at all. Wetlands The wetland limits on the Property were approved by SJRWMD on February 15, 2023. Wetlands, including those located on the Property, are protected by state, federal, and/or local government rules against impacts from development. Should development be proposed which would affect these natural resources, permits authorizing these impacts would be needed, and mitigation for alterations to these wetlands can be required. Following is a general discussion of mitigation alternatives that may be applicable to the wetlands proposed to be impacted by development of the Property. Prior to impacting a wetland on a particular piece of property it is required that all efforts have been made to eliminate wetland impacts. If elimination of wetland impacts is not practicable, it is then 22182EA4.27.23.Rpt required that site development alternatives are considered that reduce wetland impacts. This elimination and reduction exercise will be required should impacts to wetlands be proposed on the Property. Once it has been determined that all reasonable efforts have been made to reduce wetland impacts, the wetland regulatory agencies will consider compensation for wetland impacts through compensatory mitigation. Although mitigation can take on many forms, mitigation usually consists of restoration, enhancement, creation, or preservation of wetlands, other surface waters, or uplands. However, the federal government (i.e., USACE/FDEP via the State 404 Program) will not accept straight preservation (of wetlands or uplands) as a valid form of mitigation; some form of wetland improvement (enhancement, restoration, or creation) must be provided. Furthermore, FDEP will not typically accept invasive species eradication as the sole form of compensatory mitigation. The amount of compensatory mitigation required is determined by the amount of biological lift needed to offset the proposed impacts. The quantity of biological lift required is dependent on the acreage of proposed wetland impact, the location and landscape support of the proposed impact site, the habitat value of the proposed impact site, the functionality of -the proposed impact site, as well as the vegetative and hydrologic quality of wetlands proposed for impact. To determine the amount of biological lift provided by a mitigation site, an applicant must take into account all of the above criteria, as the mitigation site exists prior to mitigation action, and determine how the proposed mitigation action will biologically improve the mitigation site. If the biological lift provided by completing the mitigation action outweighs the biological loss incurred by the proposed impact, the regulatory agencies are expected to permit the proposed project. As for this particular site, SJRWMD and FDEP will require that efforts be made to reduce wetland impacts to the greatest extent possible. Once such efforts have been made and proven to the regulatory agencies, an applicant can then propose impacts to wetlands in conjunction with providing compensatory mitigation for such impacts. With this having been said, if an applicant were to employ one of the SJRWMD out -provisions in which mitigation were offered that has a greater long-term ecological value than that of the wetlands proposed for impact and mitigation that implements all or part of a plan that provides regional ecological value, one could bypass SJRWMD's elimination and reduction criteria. One method to employ this out -provision is to provide mitigation from a permitted mitigation bank. Atlantic Environmental estimates mitigation costs to range from approximately $125,000.00 to $150,000.00 for each acre of wetland impact. Permit History A SJRWMD permit (4-061-93332-1) was issued for a single-family subdivision on this Property in 2004 and subsequently expired in 2010, with only land clearing work being initiated while the permit was valid. This permit authorized 0.44 acres of wetland impact as well as impacts to some of the on -site surface waters. On -site mitigation was proposed which involved wetland creation, enhancement, and preservation. At the time of permitting, there were no available mitigation banks servicing this area. Another SJRWMD permit (4-061-93332-3) was issued in 2008 for a single-family subdivision which expired in 2013 with no work being initiated. The same 0.44 acres of wetland impacts were proposed. However, the on -site mitigation changed slightly since it was discovered that a portion of the on -site ditches were within a drainage easement dedicated to the Sebastian Water Control District. The District required the ditches to be actively maintained since a larger off- 22182EA4.27.23. Rpt site drainage basin flowed through the these ditches. Atlantic Environmental recommends working With a civil engineer to determine what impacts can occur to the on -site surface waters. Conclusions Atlantic Environmental determined that the Property supports approximately 128.69 acres of uplands, ±7.19 acres of surface waters, and ±10.64 acres of wetlands. These natural resources must be addressed in the development process, through permitting, avoidance, mitigation, or some combination thereof. One could expect to spend $125,000.00 to $150,000.00 for each acre of wetland impact. With this having been, the City of Sebastian has more stringent rules that dictate allowable impacts to tributaries of the Sebastian River. As such, we recommend working with Sebastian staff to ensure proposed wetland impacts and upland buffers are permittable. As the next step in the development process as it relates to environmental issues should you choose to pursue the development of this Property, Atlantic Environmental can assist in the wetland permitting process and coordinate with the respective regulatory agencies to secure approved permits and mitigation. Lastly, a 100 percent gopher tortoise survey should be completed to determine the number of tortoises that may need to be relocated on the Property prior to site development. Should you have any questions or need additional information, please do not hesitate to contact our office. Sincerely, jLV:..... . David G. Purkerson, MS, PWS Vice President/Biologist Jon H. Shepherd, MS, PWS President/Ecologist 22182EA4.27.23.Rpt 0 CROURKE i. FNGINEERING & 131-ANNING October 19, 2022 Revised February 22, 2023 Revised April 19, 2023 Mr. Ben Brown 85 Sebastian, LLC 8985 SE Bridge Road Hobe Sound, FL 33455 Re: River Oaks Preserve, Sebastian, FL Dear Mr. Brown: O'Rourke Engineering & Planning (O'REP)-has prepared the traffic engineering statement for the River Oaks development. River oaks is proposed for 352 single family detached dwelling units to be located on CR 510 in Sebastian, Florida (Indian River County). Attachment 1 illustrates the project location. Trip Generation / Project Assignment The trip generation was calculated using ITE Trip Generation 11t' Edition. The project will generate 3,212 daily trips, 257 AM peak hour trips and 335 PM peak hour trips. Attachment 2 summarizes the project trip generation. The project distribution and assignment were developed based on the ultimate location of origins and destinations. Attachment 3 illustrates the project assignment. Link Analysis — CR 510 The impacts of the project on CR 510 were summarized for the AM and PM peak hours for the existing condition and for the post widening condition. Attachment 4 summarizes the results and includes the data that went into the summary. The FDOT 2020 LOS tables were used to establish level of service. As noted, the level of service is C in the existing condition and will remain level of service C in post development, post widening condition. 22 SE Seminole Street I Stuart:, FL 34994 1 s er-('81- 918I Susan OREP.t ch This summary provides an overview of the traffic impacts associated with River Oaks Preserve. Respectfully, O'Rourke En ineering & Planning _ - u anEourke, P.E. President Prepared by: O'Rourke Engineering & Planning Certificate of Authorization: #26869 22 SE Seminole Street Stuart, Florida 34994 772-781-7918 Professional Eneer —Susan E. O'Rourke, P.E. Date signed and sealed: 4/19/2023 License #: 42684 TABLE 7 Generalized Peak Hour Directional Volumes for Florida's Urbanized Areas January2020 r71�®;kt1e�' UA j! STATE SIGNALIZED ARTERIALS FREEWAYS Class I (40 mph or higher posted speed limit) ; Core Urbanized Lanes Median B C D E "1 Lanes B C D E 1 Undivided * 830 880 ** 2 2,230 3,100 3,740 4,080 2 Divided * 1,910 2,000 ** 3 3,280 4,570 5,620 6,130 3 Divided * 2,940 3,020 ** j 4 4,310 6,030 7,490 8,170 4 Divided * 3,970 4,040 ** 11• 5 5,390 7,430 9,370 10,220 Class lI (35 mph or slower posted speed limit) �! 6 6,380 8,990 11,510 12,760 Lanes Median B C D E Urbanized 1 Undivided * 370 750 800 11 Lanes B C D E 2 Divided * 730 1,630 1,700 �i 2 2,270 3,100 3,890 4,230 3 Divided * 1,170 2,520 2,560 3 3,410 4,650 5,780 6,340 4 Divided * 1,610 3,390 3,420 1i 4 4,550 6,200 7,680 8,460 Ii I; 5 5,690 7,760 9,520 10,570 Non -State Signalized Roadway Adjustments j! Freeway Adjustments (Alter corresponding state volumes fii Aimilian, Ramp by the indicated percent.) Lane Metering Non -State Signalized Roadways -10% + 1,000 +5% Median &Turn Lane Adjustments Exclusive Exclusive Adjustment UNINTERRUPTED FLOW HIGHWAYS Lanes Median Left Lanes Right Lanes Factors Lanes Median B C D E 1 Divided Yes No +5% 1 Undivided 580 890 1,200 1,610 1 Undivided No No -20% 2 Divided 1,800 2,600 3,280 3,730 Multi Undivided Yes No -5% 3 Divided 2,700 3,900 4,920 5,600 Multi Undivided No No -25% - - - Yes +5% Uninterrupted Flow Highway Adjustments Lanes Median Exclusive left lanes Adjustment factors One -Way Facility Adjustment I Divided Yes +5% Multiply the corresponding directional Multi Undivided Yes -5% volumes in this table by 1.2 Multi Undivided No -250/a BICYCLE MODE' (Multiply vehicle volumes shown below by number of n directional roadway lanes to determine two-way maximum service volumes.) j Paved Shoulder/Bicycle I Lane Coverage B C D E 0-49% * 150 390 1,000 50-84% 110 340 1,000 >1,000 85-1000/a 470 1,000 >1,000 ** PEDESTRIAN MODE' (Multiply vehicle volumes shown below by number of directional roadway lanes to determine two-way maximum service volumes.) Sidewalk Coverage B C D E 0-49% * * 140 480 50-84% * 80 440 800 85-100% 200 540 880 >1,000 'Values shown are presented as peak hour directional volumes for levels of service and we for the automobilchruck modes unless specifically stated. This table does not constitute a standard and should be used only for general planning applications. The computer models from which this table is dcrivcd should be used for more specific planning applications. The table and deriving computer models should not be used for corridor or intersection design, where more refined techniques exist. Calculations arc based on planning applications of die t1CM and the Transit Capacity and Quality of Service Manual. 3 Level of service for the bicycle and pedestrian modes in this table is based on number of vehicles, not number ofbicyclists or pedestrians using the facility. Buses per hour shown arconly for thepcak hour in the single direction of the higher traffic flow. * Cannot be achieved using table input value defaults ** Not applicable for that level of service letter grade. For the automobile mode, volumes greater than level of service D become F because intersection capacities have been reached. For the bicycle mode, the level of service lever grade (including F) is not achievable because there is no maximum vehicle volume threshold using table input value dethults. Source: Florida Department of Transportation Systems implementation Office . ..,.:.t,,.,,danning!sysremsi BUS MODE (Scheduled Fixed Route)' (Buses in peak hour in peak direction) Sidewalk Coverage B C D E 0-84% > 5 >_ 4 > 3 > 2-- QUALITYILEVEL OF SERVICE HANDBOOK Links Maintenance Report CDPR9055 - Links Maintenance Renert LINY-1 1,10...RU.6BIEWMI. 13115S U.S. T//69TH STREET/10LD DIXIE HWY 13901,1 U.S. 1/%OLD D/XIF HWY,/SCHUMAHII D(t 1390S U.S. 1/POLO D1X'E HWY:/SCHU14A.1111 DR 1395M U.S. 1//SUFU A11?r DR/i,-.R. 512 1395S U.S. 1/!SCHiSMAHM OR//C:.R. 511 140011 U.S. ➢//C.R. S;P!/ti. SE3 CITY L 1400S U.S. 1//C.R. 51lr /7. SEE CITY 1, 1405H U.S. WN. SEE CITY L!/ROSELAND RD 1405S U.S. iliM. S•_H CITY L//ROSELAPID RD 141011 U.S. 1//41O3ELANU FDIlPi, COUNTY LIME 1410 U.S. 1!/ROSELAI:D RTS: /N. COMITY LPIF. 151011 SCHUMAPIU DRliC.R. 5:0 i 66TH AVE//S. SEE 1.510S SCHUMAIIFI DR!/C.k. 510 0 66TH AVE/,'S. SER 1520H SCHUMAIIIi DR//;. SEE ':TTY L//U.S. I 152CIS SCHIIMAI•IN DR//S. SEE rTTY i./!i7.5. 1 161011 ROSF_LAI1D kOr/C,F. 51:!/M. SEH CITY 1. 1610S ROSELAND RD!1C.F. 512.',Il, SEE CITY L 162011 kOSELAHD RD//N. SEE CITY L/lU.S. 1 1620S ROSELAND RD//N. SEB CITY 1..'/U.S. 1 1710E r,P. 51.i/S.R. 6n//3-95 1-,IOW C.R. 512/'S.R. 6n/,'i-95 1720E C.R. 5L2%/I-95//L'. R. .10 1720.9 C.R. 510 1730F C.R. 512//C.R, 510/iW. SEE CITY L 173011 C.R. iL'//C,R. 5'r!/W. SEE CITY L 1740E C.R. 512//W. SEE CITY L//ROSELAND RD 1740W C.R. 5I://W. SEE CITY L//ROSELAIID RD 1750E C.R. 51:'//ROSELANL RD//U.S. I 175OW C.R. 51://ROSELAND RD,!/U.S. 1 1810E C.R. 57 n!/C.R. 5..'•rl66TH AVE 1610W C.R. SIDi/C.R. Si-'//66TH AVE 1820E C.k. 510//66T11 AV:s//581'11 AVE 182OW C.R. 510//66TH AVE;/58TH AVE 1830F: C.R. 57n1/5PTH AVE•'%U.S. 1830W C.R. 51n//5RTH AVE/M.S. I 184OF, C'. R. 591//U.r. li1S.n. AIA 184Ull C.R. 5i 4i%U.S. i/,:;.R. AIA 1905E S.R. 60//W. COUNTY LINEi/C.R. S12 190511 S.R. 60i/W. COUP;TY i;'E//C:.R. 512 1907E S.R. 6n11C.R. 512//7nnTH AVE I:0,W S.R. fnr r'G.R. 512/!InOTH AVE 1110E S.R. 60/1100TH Avg'//1-95 S11OW S.R. 60/iLUOTH AVe.//I-'5 191SE S.R. 6n//I-95//A.^.::D AVE 1 915W S.R. En!/I-95//R2110 AVE 19 0E S.R. 60!/9255D AVEr/66TH AVE 19-OW S.R. 60/!82HI; AVE/,'66TH AVE 1925E S.R. 60//66TH .AVE//58TH AVE 1925W S.R. 60,1/66TH AVE//5ATH AVE I-130F•. S.R. 6n//5ATH AVE! 1.1?RD AVE 1930W :I.R. 60//5RTH AVE!/4-RD AVE: 1935E S.R. 601/43RD AVE//-'ITH AVE 1d3511 S.R. 60/,43RD AVEi/27TH AVE 1940E S.R. 6n//:7'PH AVE//201TH AVE 194OW S.R. 601/.7111 AVF..11nnl'H AVE 1345E S.R. 6n!i..M*H AVE//OLD DIXIE I1WY 1945W S.k. 601/2-N .AVE//OLD DIXIE HWY 195OF S.R. 60//01.i) DIXIE HWY!/1'ITH AVE 145011 S.R. 60i/OLD DIXIE HWY/tIOTH AVE. 1955F, 3.It. 6r//1rTFl AVE//U.S. . ,1955.1 S.R. 6r!/IOTH AVEi/U.S. I 1960E S.R. 60//U.S. 1//1NUTAM RIVER BLVD 196OIV S.R. 6i1//U.S. 1//TNDIAH RIVER BLVD 1965E S.R. 60/,"ENDIAk RIVER BLVD//1('WW 1965W S.R. 6r//TNDiAH RTVF:R BLVD//7CFiW 1970E S.R. 6n/1l CWW/iF.R. AIA 197OW S.R. 60,'/ICWW//S.R. AIA 198BE SR 60//SR AIA//OC9APi DR 19A DIN SR 6r//SR AIA!/0CRA11 DR 2.005E 16T0 ST//667H AV//,ITH 200511 16TH ST//66TH AV//74T1i AV 2010E COLLEGE LANE - FORMERLY 93340Ei/"THt/HED0E11 2010W COLLEGE LANE - FORMERLY 9--40W//58TH CURREN- Fes` 973.AF 1,334.52 I,092.96 11303.P3 1,144.44 1, 2.99. P-1 1,11P,70 1,157,31 1,157.11 i41.00 964.00 501.c0 316.00 310.00 231.DO 372.0.0 450.00 471.00 765.00 5FP.7r: 882.09 P71.35 96R.13 966.A1 1, 04.55 737,04 760.35 553.28 735. R4 471.A0 165. (10 432.00 74P.00 5'14.59 7Ri.10 6'20.72 950.04 269.00 13A.. „ 443.P0 231.00 598.02 rrl . D D 141.6a 409.12 1,077.49 1,226.22 1,493.72 1,490.51 1,491.72 1,461.62 1,308.61 11410.26 31M3.R9 �'14.45 923.91 963.05 1,007.34 773.53 84 6. 60 559.96 612.34 409.91 1, 20b.4-7 1,259.02 992.46 901.68 596.''10 4P2.46 iP4.37 263.68 399.00 287.00 VESTED 70.62 .t 15.8A 14.76 o.DD 0.00 16.00 15.00 0.00 2.00 0.00 1.00 5.82 0.70 0.00 0.00 0.00 0.00 1.00 2.00 20.00 0.00 65.80 1.00 0.00 0.00 0.00 0.00 0.00 0.00 116.91. I •00 49.49 13.66 24 .5q 26.43 61.00 113.00 0.00 0.00 0.07 4.01 44.7R 110.06 77,25 64.2.1 P3.66 52.14 14.53 36.7R 42.83 58.35 1G.6P 32.00 1.00 0.00 17.00 22.91 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.01) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 AVAILMI_ 915.30 $59.6C 052.26 656..• A15.56 314.13 578.30 P32.69 POO.69 P19.00 995.0 373._A 7`c3.3^u 770.Cu 649.00 50A..^•.. 430.VC 408.00 113.0 291.3 i37.91 _,022.85 908.97 993.19 955.45 1,272.96 _,199.65 1,406.72 1,224.16 292.i9 39P.52 11A, 3t 280.A2 72.47 1, 359.28 985.96 2,391.m 2,522.00 ,,446.9.1 11654.99 1, 31.1.22 1,072.94 1,461.06 I , 779.65 1,661.64 1,431.75 1,412.71 4C3.45 1,614.51 1,49.1. /4 .,A4 ^•.11 1,725.55 2,455.09 2,410.04 2.,389.66 2,622.47 2, 549.40 2, 836.02 1,487.96 2,610.19 P.94.53 R39.98 637.54 720.32 1,033.30 ,1e7.54 524.6.3 145.32 310.UD 422.00 .. r •>, JTi 53.3 61.1 56.5 66.5 58.4 80.7 66.2 59.0 59.1 58.2 49.2 57.6 36.0 35.2 26.3 42.3 51.1 53.6 66.9 74.1 47.8 51.9 49.3 61.3 37.6 38.8 28.2 37.5 66.8 54.7 68.1 33.7 51.9 10.1 5.2 23.4 12.4 32.8 45.3 45.5 54.9 39.5 43.5 51.3 51.9 52.3 51.7 45.1 49.1 37.4 41.3 27.7 29.0 29.7 22.8 24.9 16.5 29.1 13.6 57.4 60.0 60.9 55.3 36.6 29.6 26.0 37.2 56.3 40.5 INDIAN RIVER COUNTY TRAFFIC ENGINEERING ANNUAL TRAFFIC COUNTING PROGRAM 2021 TRAFFIC VOLUME REPORT HISTORICAC.DVA IN THOUSANDS 2021 2016 2019 2020 % DUFerence COUNT 2021 ADJST LINK C3H-Sf F FROM-smw TO-UMET AADT AAbT AADT 2019-2020 DATE ADT NIB S/W AADT FACT. 1730 CR. 512 CR, 510 ROSELAND RD 19,731 20,652 0 0.00% 1/62021 19,889 9,995 9,894 18.298 0.92 1740 CR. 512 ROSELAND RD BARBER ST. 14449 15,920 0 0.00°% 1/6/2021 15ASS 7\\973 7.486 14.221 0.92 1741 CR. 512 BARBER ST. FLEMING 13, 53 14.560 0 0.00% 1/132021 14,097 7,198 6.899 12AO5 0.88 1742 CR. 512 FLEMING EASY ST. 13.113 15,005 0 0.00% I /132021 14``534 7.588 6946 12.790 0.88 1743 CR. SIZ EASYST. DELAWARE 12,751 14,113 0 0.00% 1/132021 13,714 7.140 4j 74 12,068 0.88 1750 CR. 512 DELAWARE US.1. 12,733 13,661 0 0.00°% 1/132021 13.036 6,683 6.353 11,472 0.89 9075 1810 CR. 510 CR.5t0 CR. 512 87th STREET 13.61.2 12,826 12 S5 4.33% 5/52021 13.391 6``771 6.620 15 132 1.13 87thSTREET 66th AV 13,356 12,397 12,383 -3.96% 9/152021 11,892 5,795 6,117 12�\11 1.01 1820 CR. St0 66th AV 58th AV 12.628 12,135 10,989 7,92% 9/152021 11.860 5 759 6,101 11,979 1.01 1830 CIL 510 58th AV US.1. 13.741 13,887 12,747 -2.63% 1/132021 12,412 W398 6.014 10 923 0.88 1840 CR. 510 US.1. SR. AIA 16,436 12,172 13,264 -7,11°% 1/132021 12.321 6.117 6.205 1�1842 0.88 1905 SR. 60 W. C�NTY LINE CR. 512 7,437 3,866 4 0.00% 5/5/2021 7,106 3\$95 3,211 7,817 1.10 1907 1910 Sk 60 SR. 60 CR. 512 981h AV 7 385 6,184 p 0.00% 5/5/2021 7381 3,932 3.449 8.119 1.10 98th AV 1-95 lb,811 13,690 0 0.00% 5/122021 lZ50 7.277 7.074 15.211 1.06 1915 SR. 60 1-95 82 AV 31.729 28.704 0 0.00% 5/122021 28,753 14.344 14.409 30.766 1,07 1920 SR. 60 82 AV 66th AV 29,601 27.074 0 0.00% 5/122021 27,509 14.104 13,405 29A35 1.07 1925 SR. 60 66th AV 58th AV 33.424 33.357 0 0.00% 5262021 31,231 16,048 15.184 32ABO 1.04 1930 SR. 60 58th AV 43 AV 33,831 32.268 0 0.000/4 5262021 29.956 15.737 14,120 31//154 1.04 1935 SR.60 43 AV 27th AV 29.666 29.389 0 0.00% 5/262021 2631 13A97 124 27,280 1.04 1940 SR. 60 27th AV 20th AV 23,991 24,690 0 0.00% 622021 22, 19 10,767 11,352 22.783 1.03 1945 SR. 60 20th AV OLD DIM HWY 22,231 18.627 0 0.001y. 622021 21.426 10 8 10.879 22,069 1.03 1950 SR. 60 OLD DIXIE HWY 10th AV 19.542 18,040 0 0.00% 5/182021 16.545 9, 65 7 p0 17,538 1.06 1955 SR. 60 1OthAV US.1. 16,336 12,519 16,354 -10.59% 5/182021 14.622 8,635 5 87 15.499 1.06 1960 SR. 60 US.1. INDIAN RIVER BLD 10,464 9.442 9.4456 -2.08% 4272021 9.270 5.421 .950 11.031 1.19 1%5 S1t.60 INDIAN RIVER BLD ICWW 27,930 24,397 24,261 10.80°% 4272021 26.882 13,169 13,713 31,990 1.19 1970 SR. 60 ICWW SR. AIA 20,595 113,175 16,918 19.49% 4/272021 20.045 1Q,004 10.041 23.854 1.19 1975 SR. 60 SR. AIA OCEAN DR. 9.852 9.3313 9,525 4.76°% 4272021 %978 5.546 4.432 11,874 1.19 5010 16th STREET 74th Ave 82nd Ave 2,668 2.223 2,292 -0.48% 1272021 2,281 925 1.356 1.984 0.87 2010 16th STREET 66th AV 74th AV 4,637 4.691 4.002 1.54% 1272021 76 2,765 2.612 4.242 0.87 2020 16th STREET 58th AV 43 AV 4,590 4.982 3,879 21.690/9 1272021 1 0 2.247 2.473 4/ 106 0.87 2030 16th STREET 43 AV 27th AV 8,233 7.038 6,396 19.89°% I272021 7,669 3,652 4,018 4672 0.87 2040 16th STREET 27th AV 20th AV 8,630 7,429 8.264 6.54% 2/102021 8,804 4.652 4,152 7.571 0.86 2050 16th STREET 20th AV OLD DIM HWY 11,171 11,662 11.061 -1.74% 1272021 10,868 5,180 5688 9.455 0.87 2060 16th/17eh ST OLD DIXIE HWY US.1. 9,411 10,086 9.374 8.03% 12/72021 10.343 5.131 5112 10,033 0.97 2110 17th STREET US.1. INDI ER BLD �JA 1U,428 10,492 9.894 5.84% 12/72021 10.472 4.444 6,028 10.158 0.97 2120 2210 17th STREET 12th STREET INDIAN RIVER BLD 82 AV 74th AV 21.002 21,909 21.726 1.40% 12/72021 22,031 11.351 10.681 21 70 0.97 704 925 69.7 28.25°% 8/112021 894 454 441 921 1.03 2215 12th STREET 66th AV 58th AV 1,960 1,492 1,534 0.35% 8/112021 1,539 775 764 1.585 1.03 2220 12th STREET 58th AV 43 AV 5.292 5,489 5,409 -19.54% 10/62021 4,352 2,213 2,140 4.308 0.99 2230 12th STREET 43 AV 27th AV 7,592 7,225 7,042 8.36% 8/182021 7,631 3.687 3,944 7,860 1.03 2240 12th STREET 27th AV 20th AV 9,515 10,395 9.381 -2.38°% 8/182021 9,157 4.403 4.755 9.432 1.03 2250 12th STREET 20th AV OLD DIXIE HWY 11.316 11,841 10.976 -1.540/. 8/182021 10.807 5.276 5,531 11.131 1.03 2260 12th STREET OLD DIXIE HWY US. 1 8,509 14.737 14,144 -4.12% 8/182021 13.561 6,737 6,825 13,968 1.03 9025 12th STREET US.1 IR. BLVD. 7.184 7.201 6.929 -12.91% 8/182021 Q\\p34 3.044 2.990 6,215 1.03 2305 OLD D IE ITWY DKE S. COUNTY LINE OSLO RD. 5,151 5,318 5,852 -8.00% 2/172021 5.379 2,591 2.788 4,787 0.89 2310 OLD HWY OSLO RD. 4th STREET 7,167 7.657 7.832 -4,74% 2/172021 7,461 3.510 3,951 6.640 0.99 FDOT Emergency Travel Alert: For information on the current situation, please visit the following page - Alerts. Florida Department of TRANSPORTATION E=UUpdates I FL511 I Site Map I Translate • Home • About FDOT • Contact Us • Maps & Data • Offices • Performance • � jects Web Application Office of Work Program and Birdoet Cynthia Lorenzo - Director Updated: 2/22/20231:01 Five Year Work Program Selection Criteria District 04 2023-2027 AD Indian River County I Item Number:405606-3 Transportation System District Length Type of Work Item Description Fiscal Year: 2023 2024 2025 2026 2027 NON -INTRASTATE OFF STATE HIWAY District 04 - 3.260 ADD LANES & 405606-3 Indian River RECONSTRUCT County CR-510/85TH ST FROM W OF 82ND AVE TO 58TH AVE Highways /Preliminary Engineering (On -Going) $243,140 Highways /Right of Way $4,301,398 $2,157,208 $500,000 $5,508,881 Highways /Railroad & Utilities (On -Going) $69.158 Highways /Environmental (On -Going) $27,558 This site is maintained by the Office of Work Program and Budget, located at 605 Suwannee Street, MS 21, Tallahassee, Florida 323 View Contact Informatin Tor umce of Work rrogram and Buo9et Application Home: Work Progrram Office Home: Jffice of Work Program and Budget - Contact Us • Employment • MyFlorida.com • Performance • Statement of Agency Colberg. THE COURTS DETACHED SINGLE-FAMILY HOUSING CONCEPTUAL DESIGN PRESENTATION 10.21.2022 Colberg.