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HomeMy WebLinkAbout05-04-2023 PZ AgendaM. SEBASTIA HOME OF PELICAN ISLAND 1225 MAIN STREET ■ SEBASTIAN, FLORIDA 32958 TELEPHONE (772) 589-5518 ■ WWW.CITYOFSEBASTIAN.ORG AGENDA PLANNING AND ZONING COMMISSION/LOCAL PLANNING AGENCY THURSDAY, May 4, 2023 — 6:00 P.M. CITY COUNCIL CHAMBERS 1225 MAIN STREET, SEBASTIAN, FLORIDA ALL AGENDA ITEMS MAYBE INSPECTED IN THE OFFICE OF COMMUNITY DEVELOPMENT 1225 MAIN STREET, SEBASTIAN, FLORIDA OR ON THE CITY WESSITE 1. CALL TO ORDER 2. PLEDGE OF ALLEGIANCE 3. ROLL CALL 4. ANNOUNCEMENTS AND/OR AGENDA MODIFICATIONS Modifications and additions require unanimous vote of members. Deletions do not apply. 5. APPROVAL OF MINUTES: Regular meeting of April 20, 2023 6. QUASI-JUDICIAL and PUBLIC HEARINGS • Chairman opens hearing, attorney reads ordinance or resolution or title • Commissioners disclose ex-parte communication • Chairman or attorney swears in all who intend to provide testimony • Applicant or applicant's agent makes presentation • Staff presents findings and analysis • Commissioners asks questions of the applicant and staff • Chairman opens the floor for anyone in favor and anyone opposing the request (anyone presenting factual information shall be sworn but anyone merely advocating approval or denial need not be sworn in) • Applicant provided opportunity to respond to issues raised by staff or public • Staff provided opportunity to summarize request • Commission deliberation and questions • Chairman calls for a motion • Commission Action A. Public Hearing — Recommendation to City Council — Land Development Code Rezoning Amendment for a specific site — Sebastian Oaks, LLC, Louisiana Avenue — Sebastian Oaks, LLC, Applicant — Section 6, Township 31 South, Range 39 East - Subject Parcels are 15.75 Acres, More or Less — Request is for a change from City (RM-8) Medium Density Multi Family Residential to City (RM-10) — Medium Density Multi Family Residential. (Staff Report, Exhibit A, Exhibit B, Letter of Opposition) 7. UNFINISHED BUSINESS None 8. PUBLIC INPUT Public Input on items other than on the printed agenda, is five minutes, however, it can be extended or terminated by a majority vote of members present 9. NEW BUSINESS 10. COMMISSIONERS MATTERS 11. CITY ATTORNEY MATTERS 12. STAFF MATTERS 13. 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 Council with respect to any matter considered at this meeting will 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 -TIC Comcast Channel 25 and ATT Mrse Channel 99 and streamed via the city website — www.citvolsebastian.ore unless otherwise noticed and rebroadcast at a later date — see COS -TV Channel 25 for broadcast schedule ZOOM INFORMATION -Please click the link below to join the webinar: httos://us02web.zoom.us/_i/83638241283 Or One tap mobile: +13052241968„83638241283# US +13126266799„83638241283# US (Chicago) Or Telephone: Dial(for higher quality, dial a number based on your current location): +1 305 224 1968 US +1 312 626 6799 US (Chicago) +1 646 9313860 US +1 929 436 2866 US (New York) +1 301 715 8592 US (Washington DC) +l 309 205 3325 US +1 669 900 6833 US (San Jose) +1 689 278 1000 US +1 719 359 4580 US +1 253 205 0468 US +1 253 215 8782 US (Tacoma) +1 346 248 7799 US (Houston) +1 360 209 5623 US +1 386 347 5053 US +1 507 473 4847 US +1 564 217 2000 US +1 669 444 9171 US Webinar ID: 836 3824 1283 International numbers available: httns://us02web.zoom.us/u/kdI4MJactox CITY OF SEBASTIAN PLANNING AND ZONING COMMISSION/LOCAL PLANNING AGENCY MINUTES APRIL 20, 2023 Call to Order -- Chairperson Kautenburg called the meeting to order at 6:00 p.m. II. Pledge of Allegiance was recited by all. III. Roll Call Present: Ms. Matthews (a) Ms. Kautenburg Mr. Carter Ms. Lorusso Not Present Mr. Lucier -- Excused Also Present Mr. Haddix Ms. Battles Ms. Kinchen Ms. Geesey (a) tii :� i> i`�l .J•.1 Pny Q I 90 Ms. Dorri Bosworth, Community Development Manager Mr. Joseph Perez, AV Technical Assistant Ms. Janet Graham, Technical Writer IV. Announcements and Aoenda Modifications Ms. Kautenburg thanked Mr. Alvarez, who has resigned, for his service. He gave many volunteer hours, and she wished him well. Ms. Kautenburg congratulated Ms. Lorusso for being recently appointed as a regular member of this Commission. Also, she welcomed and congratulated Ms. Matthews and Ms. Geesey for joining this Commission. Ms. Kautenburg announced that Mr. Lucier has been excused from tonight's meeting, and Ms. Matthews will be voting in his place. V. ADoroval of Minutes All having had an opportunity to review the Minutes of January 19, 2023, Ms. Kautenburg called for a motion. Ms. Lorusso asked that on Page 10 where it says "Ms. Lorusso has used the single -serve tunnel in Vero Beach," that sentence be changed to state that Ms. Kinchen stated she has used it. There being no additional changes, a PLANNING AND ZONING COMMISSION/LOCAL PLANNING AGENCY PAGE 2 MINUTES OF APRIL 20, 2023 motion to approve the Minutes from January 19, 2023 as amended was made by Mr. Carter, seconded by Ms. Kinchen, and approved unanimously via voice vote. VI. Local Planning Aaencv (LPA) Public Hearinqs — None VII. Planning and Zoning Commission (PZC) Quasi -Judicial Hearings -- None VII. Unfinished Business -- None VIII. New Business A. Discussion -- Uses Identified as Special Uses (Car Washes, Kennels, RV Resorts & Campgrounds, and Laundromats) -- Zoning District Consideration Ms. Bosworth explained what is going to be discussed this evening. This question did come up because of the City's recent special use permits (Car Washes). She described the meaning of a special use —a use which is not specifically provided for in the zoning regulations. Ms. Bosworth called attention to the zoning map that was appended to this evening's agenda and further explained the different land uses as set forth on that map. An extended discussion was had among Ms. Bosworth and the Commission members regarding special uses and how they are addressed presently and how they could be processed going forward. She described the worksheets that were also attached to the agenda and explained that, once the Commission members have addressed the worksheets, staff will organize a draft ordinance for the Commission members to review before sending the draft ordinance to City Council for their action. Ms. Bosworth added that, if any Commissioner thinks that there is a use that is not in the City's Code and should also be considered, she asked that they let staff know. Ms. Kautenburg called on the Commissioners to address questions/comments on the agenda item. Each Commissioner had questions and comments regarding this matter. Ms. Kautenburg then called on each Commissioner to voice their opinion on allowing or not allowing car washes in certain zoning districts. CAR WASHES Mr. Carter -- Voted yes as to Conditional Use in the following Zoning Districts: Commercial--512 (C-512), Commercial Limited (CL), Commercial General (CG), Industrial (IN), and Heavy Industrial (HI), and not allowed as to Commercial Riverfront (CR) and Commercial Waterfront Residential (CWR). PLANNING AND ZONING COMMISSION/LOCAL PLANNING AGENCY PAGE 3 MINUTES OF APRIL 20, 2023 Ms. Geesey (a) -- She just had a question as to how many parking spaces there should be for car washes. Ms. Bosworth said there is nothing in the Code regarding parking spaces for car washes. Currently this is addressed. Ms. Kinchen -- She voted yes as to Conditional Use in the following Zoning Districts: Commercial-512--(C-512), Commercial Limited (CL), Commercial General (CG), Industrial (IN), and Heavy Industrial (HI), and not allowed as to Commercial Riverfront (CR) and Commercial Waterfront Residential. Ms. Lorusso -- She voted yes as to Conditional Use in Industrial, Special Use in any of the Commercial zones, and not allowed on the Riverfront at all. Ms. Bosworth stated that, once these uses are established as permitted or conditional use in a zoning district, they no longer go through a special use permit. Ms. Matthews -- She is in agreement with the other Commission members as to Conditional Uses in Commercial --- 512 (C-512), Commercial Limited (CL), Commercial General (CG), Industrial (IN), Heavy Industrial (HI), and not allowed on Commercial Riverfront (CR) and Commercial Waterfront Residential (CWR). Mr. Haddix -- He had some questions about how many of the same businesses are allowed in the City, and Ms. Bosworth explained that numbers could not be established, but sometimes separation distances can be required, which will affect the number of those types of businesses. He agreed with the rest of the Commissioners as to Commercial--512 (C-512), Commercial Limited (CL), Commercial General, not allowed as to Commercial Riverfront (CR) or Commercial Waterfront Residential (CWR), and Permitted Use for Industrial (IN) and Heavy Industrial (HI). He added that the distances from residential, parking, etc. will have to be discussed at a future meeting. Water is also a concern of his. He asked if a condition be a site restoration. If these out-of-town car washes come in and they are unsuccessful and they want to abandon the building, then they need to restore that ground back to level as a condition. Ms. Bosworth said that is something she would bring before the City Attorney. Ms. Battles -- She had comments as to the 512 corridor, and she proposed that be a Permitted Use in Commercial-512 (C-512). She also had comments regarding Commercial Limited, and she proposed Not Allowed in Commercial Limited (CL). In Commercial General (CG), she stated that Permitted Use would be acceptable. As to Commercial Riverfront (CR), she proposed Conditional Use with some conditions, as most of the property in Commercial Riverfront is along US1. Commerical Waterfront Residential (CWR) would be Not Allowed. As to Industrial (IN) and Heavy Industrial (HI) she supports a Permitted Use. She also had comments on the parking spaces that would be allowed. PLANNING AND ZONING COMMISSION/LOCAL PLANNING AGENCY PAGE 4 MINUTES OF APRIL 20..2023 Ms. Kautenburg -- She emphasized that what is needed in the future should be addressed. She also stated that regarding the 512 corridor, most of 512 backs up to residential, and this should be taken into consideration. She stated that she is most in favor of conditional uses everywhere except Commercial Riverfront (CR), where she would say Not Allowed, as well as Commercial Waterfront Residential (CWR). She would allow it in Industrial (IN) and in Heavy Industrial (HI) as a permitted use. She is also concerned about car washes being single -purpose buildings, which Ms. Bosworth addressed. Ms. Bosworth spoke to different car washes in neighboring communities, Vero Beach, etc., which have hard canopies installed at their car washes. Ms. Bosworth asked for a consensus vote. Is the consensus Not Allowed in the CR and CWR? Ms. Kautenburg stated she thinks Ms. Battles would allow it, but she is the only one who would allow it. Ms. Battles stated yes, as a Conditional Use with all the conditions that she laid out. She thinks everyone else is saying Not Allowed. She also does not think it should be permanent in the CL district. Ms. Bosworth said that CL should be carefully looked at because, even though there are presently only two, in the future annexations may come in as Commercial Limited. She reviewed that she understands the consensus is definitely for Commercial General, Industrial, Heavy Industrial. She stated that, except for Ms. Battles, is the 512 corridor still an open corridor or zoning district CL. After an extended discussion regarding Conditional Uses, Ms. Kautenburg called for a consensus vote on just C-512. Ms. Battles is leaning towards Conditional Use with some of the conditions she had mentioned for Riverfront. Mr. Haddix voted for Conditional Use for C-512. Ms. Larusso , Ms. Kautenburg, Ms. Kinchen, Ms. Geesey, and Mr. Carter voted for Conditional Use. Ms. Bosworth called for a consensus for Commercial General, Industrial, Heavy Industrial, and C-512. It was the consensus of the Commissioners that this is correct. RV RESORTS AND CAMPGROUNDS Mr. Carter -- Voted Now Allowed in Commercial-512 (C-512), Commercial Limited (CL), Commercial General (CG), Commercial Riverfront (CR), Commercial Waterfront Residential (CWR), and Industrial (IN) Conditional Use, and Heavy Industrial (HI) Conditional Use. Ms. Geesey -- She voted Not Allowed in the Commercial Riverfront (CR) or in the Commercial Waterfront Residential (CWR). She thinks it ought to be allowed in Industrial (IN) and Heavy Industrial (HI). She voted Conditional Use in Commercial Limited (CL) and Commercial General (CG). Ms. Kinchen -- She does not want to see them in Commercial Riverfront (CR) or Commercial Waterfront Residential (CWR). She does not want to exclude Commercial PLANNING AND ZONING COMMISSION/LOCAL PLANNING AGENCY PAGE 5 MINUTES OF APRIL 20, 2023 Limited (CL) or Commercial General (CG) because of the possibility existing in some areas along 510 and 512. They could definitely go in Industrial (IN) or Heavy Industrial (HI). Ms. Kautenburg -- She would allow as a Conditional Use in Commercial Limited (CL) and Commercial General (CG), Not Allowed in Commercial-512 (C-512) or in Commercial Riverfront, and Not Allowed in Commercial Waterfront Residential (CWR). Yes, Permitted Use in Industrial (IN) and Conditional Use in Heavy Industrial (HI). She reminded everyone that what is decided now will also apply to what may be annexed in the future. Ms. Lorusso -- She agreed with Ms. Kautenburg, definitely the Conditional Uses in the Commercial Limited (CL) and Commercial General (CG). She is also in agreement with deed -restricted communities. Ms. Matthews -- As to Commercial-512 (C-512), she would vote Not Allowed, Commercial Limited (CL) Conditional Use based on future growth, Commercial General (CG) she is torn between the Conditional Use and the Not Allowed right now, but she is leaning more towards the Not Allowed. Commercial Riverfront (CR) Not Allowed, and Commercial Waterfront Residential (CWR) Not Allowed. As to Industrial (IN) and Heavy Industrial (HI), she thinks that should be some type of conditional use on them. Mr. Haddix -- He stated that he has Not Allowed for all categories. He explained why he feels this way. He stated that he had been in the RV industry for some time. If it were a deed -restricted community, he thinks that is a different thing. He added that he could be swayed for deed restriction. He could agree to Conditional Use for the Commercial Limited (CL) and Commercial General (CG), Not Allowed in Riverfront Ms. Battles -- She stated that she thinks the RV Resorts/Campgrounds should remain as a Special Use. She explained her feelings about this. Ms. Bosworth added some comments regarding having an RV Resort next to the County dump or a large manufacturing plant, such as in an Industrial or Heavy Industrial zone, which was probably not locations a developer would change. She also elaborated on what conditions can be put on RV Resorts/Campgrounds. She added that, as soon as we establish Conditional Use criteria, now we have regulations so it will not be a special use. Most RV Resorts/Campgrounds are different, so it is hard to put them under blanket Conditional Use criteria. This may be one that you decide to keep as a special use after reconsideration. PLANNING AND ZONING COMMISSION/LOCAL PLANNING AGENCY PAGE 6 MINUTES OF APRIL 20, 2023 KENNELS Ms. Battles -- She thinks there should be conditions set on the kennels. Ms. Bosworth interjected that there is a definition in the City's Code Book for kennels, and that will be elaborated upon. She discussed different uses that could be defined as kennels vs. veterinarian offices. Ms. Battles chose Conditional Use everywhere except the Commercial Waterfront Residential (CWR). Mr. Haddix -- Only Conditional Use or even possibly limited to Industrial (IN) and Heavy Industrial (HI). He also encouraged working on defining the differences between kennels and doggie daycares, etc. Ms. Matthews -- Conditional use in Industrial (IN) and Heavy Industrial (HI). Not in the Commercial Riverfront (CR) or in the Commercial Waterfront Residential (CWR). Possibly, depending on future growth, Commercial Limited (CL) as a Conditional Use. There is so much residential in the Commercial General (CG) and the Commercial- 512 (C-512) that she is voting Not Allowed in those zones. Ms. Lorusso -- She favors Conditional Use except no on the Commercial Waterfront Residential (CWR). There was discussion regarding kennels vs. doggie daycares, and Ms. Bosworth stated that it might be beneficial to exclude some uses such as doggie daycares from kennels. Ms. Geesey -- She stated that kennels and doggie daycares are different. She would vote on allowing Conditional Use for everything except the waterfront. She would also recommend putting something in about the number of dogs as a condition. Ms. Kinchen -- She voted for Not Allowed in Commercial Riverfront (CR) and also Commercial Waterfront Residential (CWR). Allow it in Industrial (IN) and Conditional Use for Commercial General (CG) and Commercial Limited (CL). Mr. Carter — Conditional Use in Commercial-512 (C-512), Commercial Limited (CL), Commercial General (CG). Not Allowed in Commercial Riverfront (CR) and Commercial. Waterfront Residential. Permitted Use in Industrial (IN) and Heavy Industrial (HI). He would like to see some setbacks in residential areas as a condition. Ms. Bosworth suggested that the next time this item is on a meeting agenda, the conditional use criteria for each use can be discussed, along with definitions. We will also work on parking at the next discussion. PLANNING AND ZONING COMMISSION/LOCAL PLANNING AGENCY PAGE 7 MINUTES OF APRIL 20, 2023 LAUNDROMATS Ms. Bosworth stated that there is nothing on laundromats in the City's code books. She included laundromats in this evening's discussion to see if the Commissioners want to make it a specific use in specific zoning districts. Ms. Kautenburg -- She would permit it in Commercial-512 (C-512), a Conditional Use in Commercial Limited (CL), Commercial General, Not Allowed in Commercial Riverfront (CR), Not Allowed in Commercial Waterfront Residential (CWR), a Permitted Use in Industrial (IN). Ms. Kinchen -- She would set it as a Conditional Use in Commercial-512 (C-512), Commercial Limited (CL) and Commercial General (CG), Not Allowed in Commercial Riverfront (CR) or Commercial Waterfront Residential (CWR) and Permitted Use in Industrial (IN). Ms. Geesey -- She would set it as a Permitted Use for Commercial-512 (C-512), Commercial Limited (CL), Commercial General (CG), Not Allowed in Commercial Riverfront (CR) or Commercial Waterfront Residential (CWR), allowed in Industrial (IN) and Heavy Industrial (HI). Mr. Carter -- He would vote for Permitted Use in Commercial-512 (C-512), Commercial Limited (CL), Commercial General (CG), Conditional Use in Commercial Riverfront (CR) and Commercial Waterfront Residential (CWR), Permitted Use in Industrial (IN) and Heavy Industrial (HI). Ms. Lorusso -- Conditional Use in Commercial-512 (C-512), Commercial Limited (CL), Commercial General (CG), Commercial Riverfront (CR), Permitted Use in Industrial (IN) and Heavy Industrial (HI), and Not Allowed for the Commercial Waterfront Residential. Ms. Matthews -- She is leaning toward Conditional Use in Commercial-512 (C- 512), Commercial Limited (CL), Commercial General (CG), for a stand-alone in Commercial Riverfront (CR) and Not Allowed in the Commercial Waterfront Residential (CWR), and Permitted Use in Industrial (IN) and Heavy Industrial (HI). Mr. Haddix -- Asked if dry cleaners are different from laundromats. Ms. Bosworth opined that they are very different, especially because of the chemicals that are used by dry cleaners. Mr. Haddix voted for Conditional Use on Commercial-512 (C-512), Commercial Limited (CL), Commercial General (CG), and Not Allowed on the remaining zones. PLANNING AND ZONING COMMISSION/LOCAL PLANNING AGENCY PAGE 8 MINUTES OF APRIL 20, 2023 Ms. Battles -- She voted Not Allowed in Commercial Riverfront (CR), Commercial Waterfront Residential (CWR), Conditional Use in all the remaining zones. Ms. Bosworth brought up having a laundromat as an accessory use for an apartment complex. She suggested that might be something to consider as well in RM-8 Zoning District. B. Election of Vice -Chairman Ms. Kautenburg read the qualifications for serving as Vice -Chairman. Mr. Carter nominated Ms. Kinchen and Mr. Haddix nominated Ms. Battles. Ms. Matthews seconded Ms. Battles, and Ms. Lorusso seconded Ms. Kinchen. Both nominees accepted their nominations. There being no additional nominations, nominations were closed, and Ms. Kautenburg called for a roll call vote. Roll Call Ms. Kinchen -- Ms. Kinchen Ms. Battles -- Ms. Battles Ms. Kautenburg -- Ms. Kinchen Ms. Matthews -- Ms. Battles Ms. Lorusso -- Ms. Kinchen Mr. Carter -- Ms. Kinchen Mr. Haddix -- Ms. Battles Vote was 4 votes for Ms. Kinchen and 3 for Ms. Battles. Ms. Kinchen is elected as new Vice -Chairperson. X. Adiourn There being no further business, Ms. Kautenburg adjourned the meeting at 8:05 p.m. Ma HOME OF PELICAN ISLAND Community Development Department Rezoning Amendment PZ Commission May 4, 2023 ITEM 6.A. P&Z Quasi -Judicial Hearing — Recommendation to Citv Council Land Development Code Rezoning Amendment for a specific site Sebastian Oaks LLC, Louisiana Ave 1. Project Name: Sebastian Oaks, LLC 2. Project Applicant: Sebastian Oaks, LLC 2771 Vista Parkway, Suite F-12 West Palm Beach, FL 33411 3. Requested Action: City (RM-8) Medium Density Multi Family Residential to City (RM-10) — Medium Density Multi Family Residential (RM-10 Zoning Code: Exhibit A) 4. Project Location: Section 6, Township 31 South, Range 39 East Subject Parcels are 15.75 Acres, More or Less Parcel# 31-39-06-00005-000-00003.0 Parcel# 31-39-06-00005-000-00011.3 Parcel # 31-39-06-00005-000-00049.1 Application with Legals: Exhibit B 5. Project Description The property owner, Sebastian Oaks, LLC, has requested to rezone the subject property from RM-8 to RM-10 in accordance with the new zoning designation (see Exhibit A). Site Plan development will follow the rezoning in accordance with current regulations pertaining to setbacks, open space, stormwater, traffic and infrastructure. Preliminary plans were submitted under the existing zoning in 2021 proposing a 126 unit multi -family residential development (8 units/acre) with accessory clubhouse and recreational amenities. The proposed plan consisted of 7-two story buildings with 16 units each and one-two story building with 14 units. Staffs main concerns were regarding traffic and access to the site. The new zoning designation would allow up to 157 units (10 units/acre). However, the property owner has stated that the requested change in zoning designation would only allow one additional building of 16 units after meeting all other site plan requirements. Staff has included the traffic analysis submitted for consideration as part of the zoning change. The Stormwater Management Report is applicable to the original site plan at 8 units/acre and would require meeting new regulation standards should an increase in density be approved, therefore we have not included this report as part of the PZ Commissions deliberation. a. Site Characteristics 1) Total Acreaae: 15.75 acres 2) Current Land Use(s): Medium Density Residential (MDR) 3) Current Zonina: RM-8 — Medium Density Multi Family Residential, up to 10 units/acre 4) Adiacent Properties Zoninq Current Land Use Future Land Use North: RM-8 Multi -family Development MDR East: RM-8 Single Family Development MDR West: RM-8 Multi -family Development MDR South: RM-8 Single Family Development MDR 6. Comprehensive Plan Consistencv a. Chanqed Conditions: The proposed change to a higher density zoning designation, though compatible with existing zoning and land use, requires consideration of the changed conditions. The area has been designated as medium density residential for many years, however the historic neighborhood and road patterns do not necessarily support the densities allowed by the existing zoning and land use designations. Changing economic conditions spur the need for multi -family development and mitigation for impacts to this allowable development. b. Land Use Compatibility: The change in zoning is compatible with adjacent land uses and surrounding properties that include single family residential, medium density residential and commercial general land uses. The Future Land Use map designation of Medium Density Residential (MDR) was modified as part of the Comprehensive Plan 2040 update to allow up to 10 units/acre in this existing land use. This led to the creation of the RM-10 zoning designation in order to accommodate this land use change. c. Conformance with Ordinances: The proposal is in conformance with applicable substantive requirements of the Code of Ordinances and Land Development Code, specifically the new RM-10 zoning designation. d. Adequate Public Facilities: Public facility requirements and permitting for this proposed zoning will be met as part of the site plan development. Utilities are available within the public right of way (Louisiana Ave). Traffic and access concerns may result in demands on public facilities exceeding the capacity of the existing roadway. Mitigation for these concerns may be addressed as part of the site plan process. e. Natural Environment: The subject property contains natural areas that will be set aside as per Policy 5- 1.1.13, requiring that preservation of 25% of each native vegetative community as open space and passive recreation tracts. The site will need to meet the open space requirement in consideration of the requested increase in density. f. Economic Effect: The historic area may experience an increase in property values which is generally true for new development adjacent to existing. The long range plan for this area has always been to provide multi -family residential growth adjacent to the central city of Main Street and US HWY 1. Therefore, the stated economic effects will occur by virtue of the existing zoning and proposed development, not generally as an effect caused by the change in zoning. g. Orderly Development: The proposed rezoning is consistent with the zoning map and provides an orderly development pattern. h. Public Interest: The proposed rezoning is in harmony with the purpose and intent of the City of Sebastian Comprehensive Plan 2040 and zoning ordinance. However, the new development may be in conflict with the existing infrastructure which may be mitigated as part of this process. 7. Conclusion: The requested rezoning from RM-8 to RM-10 is consistent with the zoning map and zoning code. The PZ Commission is required to make a recommendation to the City Council as part of this request. Lisa L. Frazier. AICP 05104/2023 PREPARED BY DATE 2 xhibit A ORDINANCE NO.O-22-06 AN ORDINANCE OF THE CITY OF SEBASTIAN, FLORIDA, AMENDING LAND DEVELOPMENT CODE BY ADDING SECTION 54-2-51AA NEW ZONING DISTRICT REGULATIONS FOR RM-10 RELATING TO MEDIUM DENSITY MULTIPLE FAMILY RESIDENTIAL USES; AMENDING LAND DEVELOPMENT CODE SECTION 54-2-6A BY AMENDING CONDITIONAL USE CRITERIA RELATING TO RM-10 MEDIUM DENSITY MULTIPLE FAMILY RESIDENTIAL USES; AMENDING SECTION 54-3-15.2 PARKING REQUIREMENTS RELATING TO MEDIUM DENSITY MULTIPLE FAMILY RESIDENTIAL USES; PROVIDING FOR SEVERABILITY AND REPEAL OF LAWS IN CONFLICT; PROVIDING FOR CODIFICATION; PROVIDING FOR SCRIVENER'S ERRORS; AND PROVIDING FOR AN j.r r s1CTIVE DATE. WHEREAS, the City Council approved updates to the Comprehensive Plan 2040 in 2021; and WHEREAS, in accordance with Florida Statutes 163.3202(1), each municipality shall adopt or amend and enforce land development regulations that are consistent with and implement their adopted comprehensive plan; and WHEREAS, the City Council finds it is in the public interest to modify and update certain provisions of the code relating to new zoning districts relating to new land uses; and WHEREAS, the Local Planning Agency held a public hearing on August 11, 2022, and made a recommendation to City Council to approve Ordinance 0-22-06, NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF SEBASTIAN, INDIAN RIVER COUNTY, FLORIDA, as follows: Section 1. That the Code of Ordinances and the Land Development Code, City of Sebastian, Florida, is hereby amended as follows: Amendment 1: Sec. 54-2-S.2.4A. Medium Density Multiple -Family Residential District (RM-10). (a) intent: The RM-10 District Is established to implPment comorghenqiye elan policies for managinorimarilv�luplex and multiple -family develoaments on land designated as medium density residential development. The intent of the standards within this Section is to encourase diverse housing options and housing tvpes. (b1 Uses permitted: Stele -family dwelling Duplex dwellines Multifamily &gka�. includlnU:ingle attached and detached units for rent Foster car%roue homes with s 6 residents. Home occupations Townhouse development COS 9/13/2022 Accessory residential uses Including office or retail space LI Condition! uses: Foster career o homes with > 6 residents Child care servicqj Dil ural or civic facilities Schools. oublic or orivate Golf courses and suaaort facilities Bed and breakfast Nursing homes Churches Utilities. oublic and Drivate Parks and recreation. Dublic Protective and emeragncv services, public, Qualified affordable housing Model homes Accessory uses to conditional uses Including office or retail space (dl Dimensional reaulatlom RESIDENTIAL DETACHED ATTACHED LOT AREA (MINI 4,500 SF 1.875 SF SOT DEPTH (MINI 100 FT 75 FT LOT WIDTH (MINI 45-LT, 25 FT BUILDING COVERAGE jjj 60% (MAX) IMPERVIOUS SURFACE 60% 70% MAX DUN SPACE (MINI X%— 3096 BASE DENSITY (MAXI 10 DU%AC 10 DU/AC FRONT (MIN) 9. 5' FT REAR IN 20 FT SIDE (MIN) (interior) 5` FT (1 story)/ 10 FT (2 AL001 BUILDING HEIGHT aik 135 FT i IT,WI Minimum livina area: Style -family dwellinss: The minimum floor area required for a detached sinele-family dwelling. exclusive of Dorches. terraces. attached des. camorts or other unenclosed areas. shall be 900 square feet. Dualex dwelling&L700 sauW feet Der unit. MultlDle-famihv dwellings.. COS 9/13/2022 REQUIRED MINIMUM LIVING AREA IN MULTIPLE -FAMILY DWELLINGS Type Dwelling/# Bedrooms Reauired # of Sauare Feet Effidendes/Tinv Home Soo One bedroom units, 600 Two bedroom units 750 Three bedroom units Each additional bedroom after three bedrooms Maximum Unit Size (e) Density Calculations. 900 100 SF per Additional bedroom ilivie-famiiv dwetiines: For the pyroose of density calculations each !gole-famiiv dwelling unit counts for one III dwelling unit. Multiple-famiiv dwellings: For the ouroose of density calculations dwelline units within a multiDle-famlly development or a duplex that have a habitable space less than or equal to f,00 square feet shall h raicidatgd as 0.5 (half) dwelling unit. Lfl Parking= Parka shall be Provided consistent with Section 54-3-15.2 and may be provided Wa off-Itreet csark!nL giWe and or surface narklM. La) Soedal Regulations: LI) • Access. All dwelline units shall have access to a public street either directly or indirectiv via an anoroach. private road. or other area dedicated to gkjolic or orivate use or common easement guaranteeing access. The dtv shall be allowed access on privately ownPci roads. easements. and cnmmnn noen soace to ensure Police and fide Protection of the area meet emergencv needs. conduct city services and generalhr ensure the health and safetv of the residents of the development. 21 Unified control. Tide to all land within a nroDosed site shall he owned or controlled by the developer o er submitting the ac&ations for the develooment. For auroeses of this s%tlon. the term "controlled bv" shall mean that the developer shall have the written consent of all owners of the nrocerty within the or000sed site not owned by the developer. The consent shall contain a notarized statement that the developer is authorized to Lgoresent the owne►s in the submission of an avolication under the provisions of this section and that the owners shall aaree to be bound by the decisLon of the dty c undl if the ao lication Is approved. III Develooment standards. The minimum ronstruction requirements far streets or roads. sidewalks. utilities. and drainage shall be In eomolianca with elty standards, (4) Common open space. All orivatelv owned common ooen soave shall uniform to its intended use and remain as g3oressed in the final development plan throMh the lnclusinn in all dePfto a ropriate restrictions to a ure that the common open space Is permanently preserved according to the final development Plan. Such deed COS 9/13/2022 restrictions shall run with the land and for the benefit of present as well as future orpoerty owners and shall contain a prohibition aeghpt partition. All common open space. as well as public and recreational facillties s all be specifically included In the development schedule and be constructed and fully improved by the developer at an eauivalent or greater rate than the construction of residential structUM. The developer shall establish an association or nonprofit corporation of all individuals or corporations owning properties within the developme to ensure maintenance of all common open space. The association nr nonprofit corporation shall conform to the following reauirements: 1. The developer shall establish the association or nonorofit corporation prior to sale of anv lots. Control of all common open space and recreation facilities shall be passed to the_ association upon sale or transfer of 90 percent or more of the residential units. 2. Membership in the association or nonprofit corporation shall be malWatory for all residential property owners within the development. and such association gr c ERgE ion shall not discriminate in Its members or shareholders. 3. The association or nonprofit corporation shall man4ge all common open space and recreational and cultural facilities, that are not dedicated to the public: shall provide for the maintenance. administration and operation of such land and anv other land within the development not nubllcly or a Iva Iv owned: and shp l sgo adeauate liahility Insurance on the land. The title to all residential oroperty owners shall Include an undivided fee simple estate in all common open space or an ilnrtrcteei easement for the use and, enlovment of the common open space. Amendment 2: Sec. 54-2-6.4. Specific criteria for approving a conditional use. In addition to satisfaction of the general provisions cited above, a conditional use shall be permitted only upon a finding that the proposed conditional use complies with the requirements for the respective conditional use as specified below: (S) Bed and breakfast facilities: a. Applicable zoning districts: Bed and breakfast facilities shall be permitted as a conditional use within the following zoning districts: RM-8, RM-10 and CWR. b. Conditional use criteria: 1. Bed and breakfast facilities shall only be located on property lying on or east of U.S. I. 2. No required parking facilities shall be located east of Indian River Drive. 3. All side and rear yards abutting or adjacent to residential districts or uses shall be screened in accordance with the standards established In section 54-3-14.16. (7) Child core services: a. Applicable zoning districts: Child care services shall be permitted as a conditional use within the following zoning districts: RE-40, RS-20, RS-10, RM-8, RM-10, C 512, CL, CG, CR, and PS. b. Conditional use criteria. Child care services will be allowed provided the following conditions are met: 1. The site shall be located on a paved public road with sufficient width to accommodate pedestrian and vehicular traffic generated by the use. A facility located within the RS-10 district shall be located on a major collector street or larger as designated on the city's adopted thoroughfare map. A facility COS 9/13/2022 located In any other zoning district shall be located near a major collector street so as to discourage traffic along residential streets in the Immediate area. 2. One accessory off-street parking space shall be provided for each five children accommodated in the child care facility. 3. No such facility shall be permitted on a lot unless it contains a minimum of 10,000 square feet. 4. Special passenger loading and unloading facilities shall be provided on the same lot for vehicles to pick up or deliver clientele. Such facilities shall Include driveways that do not require any backup movements by vehicles to enter or exit the premises. S. All regulations of the State of Florida as amended hereafter that pertain to the use shall be satisfied. 6. A fenced area of usable outdoor recreation area of not less than 45 square feet per child (based on the maximum capacity of the child care facility as determined by the applicable Florida laws) shall be provided and such area shall be delineated on the site plan submitted at the time the application is filed. For purposes of this provision, the term "usable outdoor recreation area" shall be limited to the following: (a) That area not covered by building or required off-street parking spaces, which Is fenced and screened from adjacent property boundaries. (b) No portion of the front yard. (c) Only that area which can be developed for active outdoor recreational purposes. (d) An area which occupies no more than 80% of the combined total areas of the rear and side yards. (e) No usable outdoor recreational area shall be utilized within any dedicated easement. 7. Screening: All side and rear yards shall be screened In accordance with the standards established in section 54-3-14.26 of this ordinance. (13) Churches: a. Applicable zoning districts. Churches, synagogues and other places of worship shall be permitted as a conditional use within the following zoning districts: RE-40, RS-20, RS-10, RM-8, RM-10, CR, and PS. b. Conditional use criteria. Churches, synagogues and other places of worship will be allowed provided the following conditions are met: 1. A minimum lot area of 20,000 square feet shall be required. 2. A minimum lot width of 100 feet shall be required. 3. The maximum lot coverage by all impervious surfaces shall not exceed 60% of the lot area. 4. No building or structure shall be located closer than 30 feet to any property line abutting a residential use or district. 5. Access shall be from a major thoroughfare or as otherwise approved by the city engineer. 6. Any accessory residential use or school upon the premises shall provide such additional lot area as required for such use by this section and shall further be subject to all conditions set forth for such uses by this section. Accessory residential uses may Include convents, monasteries, rectories or parsonages. 7. Screening: All side and rear yards abutting residential districts or uses shall be screened in accordance with the standards established in section 54-3-14.16 of this ordinance. COS 9/13/2022 (15) Cultural or chrlc fadlitles. a. Applicable zoning districts. Cultural or civic facilities shall be permitted as a conditional use within the following zoning districts: RM-8, RM-10, and PS. b. Conditional use criteria. Cultural or civic facilities Including public or private facilities, offices or services, and which may include civic or community centers, theaters predominantly used for live performances, libraries, museums and similar uses, will be allowed provided the following conditions are met: 1. No building shall be located closer than 50 feet to any lot line which abuts a residential district. 2. No off-street parking or loading space shall be located closer than 15 feet to any property line abutting a residential district. 3. Screening. All side and rear yards abutting residential districts or uses shall be screened In accordance with the standards established in section 54-3-14.16 of this chapter. 4. The proposed site shall be located on a major collector street or an arterial street, and shall have direct access from the site onto the collector street or the arterial street as designated on the city's thoroughfare map. I. All sales activity and storage shall be In an enclosed structure. 2. No structure shall be located within 50 feet to any lot line abutting a residential district. 3. No off-street parking or loading area shall be located within 15 feet to any property line abutting a residential district. (20) foster care/group homes with > 6 residents. a. Applicable zoning districts. Foster care/group homes with > 6 residents shall be permitted as a conditional use In the following zoning districts: RE-40, RS-20, RS-10, RM-8, RM-10 and CWR. b. Conditional use criteria. Foster care/group homes with > 6 residents, Including supportive staff as defined in section 419.001, F.S., will be allowed provided the following conditions are met: 1. Does not otherwise conform to existing zoning regulations applicable to other multifamily uses in the city. 2. Does not meet applicable licensing criteria established and determined by the State including requirements that the home be located and designed to ensure the safe care and supervision of all clients in the home. 3. Would result In excessive concentration of community residential homes. A home that is located within a radius of 1,200 feet of another existing community residential home In a multifamily zone shall be an over concentration of such homes that substantially alters the nature and character of the area. A home that is located within a radius of 500 feet of an area of single-family zoning substantially alters the nature and character of the area. 4. The sites shall also be free of safety hazards, and all structures shall comply with city ordinances and applicable state laws Including applicable state licensing and program requirements. (23) Golf courses and supportfacilities: a. Applicable zoning districts. Golf courses and support facilities shall be permitted as a conditional use within the following zoning districts: RE-40, RS-20, RM-8, RM-10 and PS. b. Conditional use criteria. Golf courses and support facilities will be allowed provided the following conditions are met: COS 9/13/2022 1. Goff courses and accessory facilities shall not include freestanding commercial miniature golf courses and/or driving ranges. The minimum site comprising the course shall be 110 acres of land. 2. No major accessory use or principal building or structure shall be located closer than 300 feet to any lot line which abuts a residential district. 3. Goff courses shall, to the most reasonable extent, retain and preserve native vegetation over at least 30% of the total upland area of the course due to their characteristically high water demand and heavy nutrient loads. 4. The lighting of golf courses shall be designed so that lighting is shielded and directed away from residential areas. S. Screening: Accessory facilities adjacent to residential districts or uses shall meet the screening requirements established in section 54-3-14.16 of this ordinance. (29) Model homes. a. Applicable zoning districts. Model homes shall be permitted as a conditional use within the following zoning districts: RE-40, RS-20, RS-10, RM-8, RM-10, RMH, CWR, and approved residential uses In a PUD. b. Conditional use criteria. Model homes will be allowed providing the following conditions are met: 1. Model homes shall be regulated through the issuance of a model home permit. The permit shall be issued for a period not to exceed one year. The planning and zoning commission may renew said permit upon application, provided that the model home has been constructed and operated in accordance with this Code. 2. A permit holder may not use the model home as his or her principal place of business. The model home shall be used for display purposes only, and not as a contractor's office, real estate office, or annex thereof. However, price quotations may be given and binders may be executed on the premises. 3. The model home shall meet all district requirements for lot and yard dimensions. 4. No construction materials or construction equipment may be stored in the model, on the site, or on adjoining sites. S. Business activity may be conducted at the model home only between the hours of 9:00 a.m. and 6:00 p.m., seven days per week; and not more than two permanent employees tin addition to the owner thereof) shall be authorized to remain In the model during the business day. 6. Model homes with a valid conditional use permit may have one sign not to exceed six square feet and shall not be higher than six feet. Such signs may be Illuminated and shall conform with the city sign ordinance. 7. Model homes may be Illuminated, but only for security purposes and shall not cause a glare or Infringe on neighboring properties or impede traffic. 8. At least five parking spaces shall be provided on the same lot as the model, or on a contiguous lot, owned by the contractor or developer, or In the street right-of-way immediately In front of said model, and shall be maintained so long as the model home is used as such, as follows: (a) A plan for all parking facilities shall be submitted to the city engineer and approved by the city engineer prior to the issuance of a permit. (b) Any parking area which is located on a corner lot shall be designed so as not to obstruct the view of approaching traffic. COS 9/13/2022 (c) ingress and egress to the parking area shall be a minimum of 30 feet distant from any comer and also a minimum distance of ten feet from an interior property line. 9. Where a violation of these restrictions on the use of model homes is determined to exist by the code enforcement board pursuant to the procedures set forth in division 2 or article VI of chapter 2 of the Code of Ordinances, the certificate authorizing such model home use shall be revoked and no such certificate shall be reissued for a period of one year following the date of the entry of the order of the code enforcement board finding the existence of such violation. 10. With respect to model homes in either the RMH or PUD (MH) zoning districts, conditions stated in subparagraphs (4) and (9), above, may be waived only for mobile home models (removable) when more than two such models are to be placed in a cluster as part of a sales center. (30) Nursing homes (Including rest homes or convalescent homes): a. Applicable zoning districts. Nursing homes shall be permitted as a conditional use within the following zoning districts: RM-8, RM-10, C 512, CL, CG, and CR. b. Conditional use criteria. Nursing homes will be allowed provided the following conditions are met: 1. No building or structure shall be located closer than 30 feet to any lot line which abuts a residential district. 2. No off-street parking shall be located closer than 15 feet to any lot line which abuts a residential district. 3. Adequate provisions shall be made for service vehicles with access to the building at a side or rear entrance. 4. Screening: All side and rear yards shall be screened In accordance with the standards established in section 54-3-14.16 of this chapter. S. Building design shall Incorporate provisions for safety which mandate rear and front doors for emergency evacuation and require a safe and convenient design of Internal systems for the transport of patients within these facilities. Sprinkler systems approved by the building official shall be required. (32) Parks and recreation, public: a. Applicable zoning districts. Public parks and recreation areas shall be permitted as a conditional use within all zoning districts: RE-40, RS-20, RS-10, RM-8, RM-10, R-MH, C 512, CL, CG, CR, CWR, IN, Al. b. Conditional use criteria. Public parks and recreation areas, Including parks, playgrounds, piers, docks and boat launching areas that are publicly owned and used for recreational purposes by the general public, will be allowed provided the following conditions are met: 1. No building or structure shall be located closer than 30 feet to any property line abutting a residential district. 2. No off-street parking or loading areas shall be located closer than 15 feet to any property line abutting a residential district. 3. Any recreational use equipped with lighting to allow the use of the facility after sunset or any facility such as a stadium which attracts large groups of users for specific events shall be allowed only as a special exception. 4. Screening: All side and rear yards abutting residential districts or uses shall be screened in accordance with the standards established in section S4-3-14.16. COS 9/13/2022 (36) Protective and emergency services: a. Applicable zoning districts. Public protective services shall be permitted as a conditional use within all zoning districts. b. Conditional use criteria. Public protective services such as police, Ore, rescue and ambulance facilities will be allowed provided the following conditions are met: 1. All public protective services shall provide ingress and egress on to and off of a major thoroughfare. 2. No building or structure shall be located closer than 30 feet from any side or rear property line abutting a residential district. 3. No off-street parking or loading area shall be located closer than 30 feet from any side or rear property line abutting a residential district 4. Screening: All side and rear yards abutting residential districts or uses shall be screened in accordance with the standards established in section 54-3-14.16. (36A) Qualified affordable housing: a. Applicable zoning districts. Qualified affordable housing shall be permitted as a conditional use within the RM-10 and CL District. b. Conditional use criteria: 1. To qualify for this conditional use, a project must participate in and comply with a state or federally sponsored affordable housing Initiative. 2. Maximum density shall be 12 residential units per acre. 3. The minimum living area standards of the RM-10 zoning district shall apply. ass*s• (39) Schools, public and private: a. Applicable zoning districts. Public and private schools shall be a conditional use within the following zoning districts: RE-40, RS-20, RS-10, RM-8, RM-10, PUD(C) and PS. b. Conditional use criteria. Public and private schools, excluding private business, technical and commercial schools, dancing and music academies, and public and private colleges and universities, will be allowed provided the following conditions are met: 1. Sites shall have access to city collector streets so as to discourage traffic along local residential streets In residential subdivisions. 2. Depending on the type of facility proposed, the minimal spatial requirements for the site shall be similar to standards utilized by the Indian River County School Board and the State of Florida. 3. No main or accessory building should be located within 100 feet of any property line. 4. The applicant shall demonstrate a program of systematic Instruction reasonably conforming with customary standards for the respective forms of similar construction. S. The applicant shall submit a description of anticipated service area and projected enrollment, by stages if appropriate, and the same to a development plan explaining: (a) Area to be developed by construction phase: (b) Adequacy of site to accommodate anticipated facilities enrollment, recreation areas, off- street parking and pedestrian and vehicular circulation on -site including loading, unloading and queuing of school bus traffic; and COS 9/13/2022 (c) Screening: All side and rear yards shall be screened in accordance with the standards established In section S4-3-14.16. (40) Utilities, public and private: a. Applicable zoning districts. Public and private utilities shall be permitted as a conditional use within the following zoning districts: RE-40, RS-20, RS-10, RM-8, RM-10, R-MH, C 512, CL, CG, CR, MR, Al, and PS. b. Conditional use criteria. Public and private utilities such as electrical substations and distribution facilities, sewage pumping facilities and water storage and pumping facilities will be allowed provided the following conditions are met: 1. Site plan proposed by a Florida registered engineer shall show the proposed utility together with an existing system of which the proposed system will be an integral part. A statement shall be submitted which explains the function of the proposed improvement and its consistency with any overall utility system plan as well as the comprehensive plan. 2. No portion of the site shall be used for outside storage of materials or equipment, or for repairing or servicing vehicles and equipment without sufficient land area and appropriate screening to buffer adverse Impacts as approved by the planning and zoning commission. 3. Screening: All front, rear and side yards shall be screened In accordance with the standards established In section 54-3-14.16. Amendment 3: Sec. S4-3-15.2. - Parking spaces required by use. The following uses shall have such parking spaces as designated by this section: Use Auto sales. Auto repair. Bar and lounges. Bowling lanes. business and professional offices (excluding medical offices). Child care. Churches, temples, places of worship. Convenience stores. Flea markets. Funeral homes. Furniture and appliance stores and furniture repair shops. Health dubs. Required Parking One space per 500 square feet of showroom and office space plus one space per 21,500 square That of outdoor display area. Two spaces for each bay, grease rack or similar facility, plus one space per 400 square feet of office and/or sale area. No such bay, rack or similar facility shall be counted as a parking space for meeting the parking requirements of this article. One space for each three persons based on the maximum capacity. Four spaces per lane plus the spaces otherwise required for accessory uses (restaurant and meeting rooms). One space for each 200 square feet of office space. One for each five children based on licensed capacity. One space for every four seats figuring maximum seating capacity. One space per 150 square feet of retail area. Three spaces per booth. One space for every three seats within the chapel(s) plus one space per 300 square feet of all other building areas. One space per 400 square feet of display area. One space per 200 square feet. COS 9/13/2022 Hospitals. Two spaces for each bed intended for patients, excluding bassinets. Hotels, motels. One space for each unit plus one space for each 400 square feet of accessory meeting room(s). Kennels and animal hospitals. One space per 750 square feet. libraries. One space for each 300 square feet of gross building area. Manufacturing and wholesale. One space for each 500 square feet of gross building area or one space for each employee of the shift of employees that employs the greatest number of employees, whichever is greater, plus one space for each vehicle operating from the premises. Marinas. One space for each 300 square feet of principal building; plus one parking space for each transient live -aboard vessel slip, one space for every two wet slips, and one space for every four dry slips; plus Charter and party boats shall have one parking space for every three occupants based on the maximum capacity of each such boat in accordance with the Coast Guard License issued to each such boat (This does not include "six-pack' boats"), which shall be calculated at two spaces per boat; plus Rental facilities for vessels, kayaks, canoes, rowboats, paddle boats, sailboat and sailboards of any kind, (hereinafter collectively referred to as "water transports") shall maintain one space for every water transport. Medical offices, dental offices One space for each 175 square feet and outpatient clinics. Mini -storage. One space plus one per 3,000 square feet. Model home. jFive spaces. Museums. One space for each 300 square feet of gross building area. Nursing homes and assisted 0.6 spaces per bed based on the maximum capacity of the building; plus care facilities. one space per 200 square feet of medical offices within the facility. Plant nurseries. One space per 250 square feet of indoor retail sales area plus one space per 1,000 square feet of greenhouse area plus one space per 5,000 square feet of exterior sales area. Areas of public assembly, One space for every three persons figuring maximum occupancy. theaters, auditoriums, public or private clubs or lodges. Public parks and recreation. Parks —Two spaces per acre. Athletic fields-20 spaces per field. Stadiums ---One space for each four seats; one seat is equal to two feet of bend length. Golf courses —Five spaces per hole plus the spaces otherwise required for accessory uses (restaurant and meeting rooms). Swimming pools —One space per 100 square feet of pool surface area. Tennis —Two spaces per court. Residential, single-family. Two spaces for each single-family dwelling. Residential, duplexttownhome. ne and one-half spaces for each dwelling unit plus one visitor space per 5 quired parking spaces Residential, multifamily. One and one-half spaces for each dwelling unit plus one visitor space per 5 required parking spaces Residential, mobile home. One and one-half spaces for each single-family dwelling. Residential. commercial resort. One spar rmr unit. Residential, mobile home parks Two spaces tier unit; one must be at lot site. COS 9/13/2022 or courts. Restaurants (sit down). One and one-hatf spaces for each 100 square feet of gross floor area (excluding food preparation area) including outside customer service areas. , Section 2. Severability. In the event a court of competent jurisdiction shall determine that any part of this Ordinance is invalid, the remainder of the Ordinance shall not be affected and it shall be presumed that the City Council of the City of Sebastian did not intend to enact such invalid provision. It shall finther be assumed that the City Council would have enacted the remainder of this Ordinance without said invalid provision, thereby causing said remainder to remain in full force and erect. Section 3. Repeal of Laws in Conflict. All ordinances or parts of ordinances in conflict herewith are hereby repealed to the extent of such conflict. Section 4. Codification. The sections of the ordinance shall be codified within part of the City Land Development Code and may be renumbered or re -lettered to accomplish such, and the word "ordinance" may be changed to "section," "division," or any other appropriate word. Section S. Scrivener's Errors. Sections of this ordinance may be renumbered or re -lettered and corrections of typographical errors which do not affect the intent may be authorized by the City Manager, or the City Manager's designee, without need of public hearing, by filing a corrected or re - codified copy of same with the City Clerk. Section b. Effective Date. This Ordinance shall become effective immediately upon its adoption by the City Council. The foregoing Ordinance was moved for adoption by Vice Mayor Nunn. The motion was seconded by Mayor Jones and, upon being put to a vote, the vote was as follows: Mayor Fred Jones aye Vice Mayor Christopher Nunn aye Council Member Kelly Dixon aye Council Member Ed Dodd aye Council Member Bob McPartlan aye COS 9/13/2022 The Mayor thereupon declared this Ordinance duly passed and adopted this 21 st day of November 2022. ATTEST:: • / , I 1.>t"(Y ANETTE WILLIAMS, MMC CITY CLERK CITY OF SEBASTIAN, FLORIDA Fred ,Tones , MAYOR Approved as to fonn and legality for reliFbe C' o b ian only: I AO R., ESQ. CITY ATTORNEY COS 9/13/2022 Exhibit B W Bruce D. Barkett' Lisa Thompson Barnes' ° Calvin B. Brown Gregg M. Casalino' George G. Collins. Jr.' Aaron V. Johnson C. Douglas Vitunac Jonathan D. Barkett Taylor Kennedy Lubas'" Ashley J. Novander' Megan N. Root OF COUNSEL William W. Caldwell IRet.l Ralph L. Evans Michael J. Garavaglia' Steven L. Henderson' P. Todd Kennedy' ATTORNEYS AT LAW 756 Beachland Boulevard Vero Beach, Florida 32963 Post Office Box 643686 Vero Beach, Florida 32964-3686 January 30, 2023 By Courier and Email: lfrazier(a�citvofsebastian.org Ms. Lisa Frazier Director of Community Development 1225 Main Street Sebastian, FL 32958 Re: Sebastian Oaks, LLC Rezoning Development Review Application Dear Ms. Frazier, 1. Board Certified Real Estate 2. Master Of Laws Taxation 3. Master Of Laws Real Property Development 4. Master Of Laws Estate Planning & Elder Law 5. Certified Circuit Mediator 6. Also Admitted In The Commonwealth Of The Bahamas 7. Master Of Laws In Environmental & Natural Resources 8, Master Of Business Administration Please find enclosed the following documents relating to the above -referenced rezoning application: • Rezoning Application • Summary Report/Rezoning Statement • Location Map • Two Boundary and Topographic Surveys • Warranty Deed for all owners • Future Land Use Map • Zoning Map • Traffic Impact Analysis Statement • Stormwater Calculations • Electronic Copy • Check in the amount of $1,500.00 Please contact my office if you need any further documentation to complete this application. Thank you. Very truly you s, onathan Barkett For the Firm PHONE: 772.231.4343 1 FAX: 772.234.5213 1 WWW.VEROLAW.COM RECEIVED JAN. ? 0 City of sebastia,i Community oeveL^uner,i D-tl REAL PROPERTY LAW & REAL ESTATE CLOSINGS PLANNING, ZONING. LAND USE LAW - WILLS, TRUSTS, & ESTATE PLANNING CIVIL & BUSINESS TRIAL PRACTICE CORPORATE & BUSINESS ORGANIZATION CONSTRUCTION LAW CONDOMINIUM & HOA LAW GUARDIANSHIP PERSONAL INJURY & WRONGFUL DEATH CRIMINAL PROBATE & TRUST ADMINISTRATION DIVORCE & FAMILY LAW -TAX LAW cnor SEB�T�N HOME OF PELICAN ISLAND COMMUNITY DEVELOPMENT DEPARTMENT 1225 MAIN STREET ■ SEBASTIAN, FLORIDA 32958 TELEPHONE (772) 589.5518 • www.cityofsebasfian.org RECEIVED .103 JAN 3 n City of Sebastian Community Development Dept. ❑ Comp Plan Land Use Amendment ❑ Comp Plan Text Amendment (Large Scale) ❑ Land Development Code Text Amendment 17 Comp Plan Land Use Amendment 21 Rezoning (Small Scale) C Annexation Project Name: Sebastian Oaks Total Site Area: 15.75 acres Acres\SF Parcel ID: 31390600000500000003.0,31390600000500000011.3,31390600000500000049.1 Existing Address of Site: 1049 Foster Road and Louisana Avenue, Sebastian, FL 32958 Proposed Address of Site: Proposed Use: Residential Land Use: Medium Density Zoning: RM-10 Contact Name: Jonathan D. Barked Address: 756 Beachland Blvd., Vero Beach, FL 32963 Telephone: 772-231-4343 Email: jbarkett@verolaw.com Applicant (If not owner, written authorization (notarized) from owner is required) I IOwner: Sebastian Oaks, LLC Address: 2771 Vista Parkway, Suite F-12, West Palm Beach, FL 33411 ITelephone: 561-596-1314 Email: dennis@shellcontractor.net Date Received: Fee Paid: Received by: .-, A.k Surveyor: Masteller, Moler & Taylor, Inc. Address: 1655 27th St., Suite 2, Vero Beach, FL 32960 Telephone: 772-564-8050 Email: Engineer: Masteller & Moler, Inc. Consulting Engineers Address: 1655 27th St., Suite 2, Vero Beach, FL 32960 Telephone: 772-567-5300 Email: Pre - Application Meeting Date: I DESCRIPTION OF PROPOSED PROJECT: Rezoning to RM-10 I SIGNATURE OF APPLICANT I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of approval does not presume to give authority to violate or cancel the provisions of any other state or local law regulating construction or the perfo ance of constructs%n./�" MO Print name Signature Da e Notary: STATEOF: h4li'lt' COUNTY: Ids'%. k u- - I hereby certify that on � 1/ 1 20_U personally appeared I [yin r/ l%��' _ who is personally known to me or has _ produced identification. Type of identification produced: [SEAL] _ Not ublic My Co mission Expires: _ �n`"' •'•`•; AMYL BURR MY COMMISSION A HH 270161 EXPIRES: Septiio6w 26.2026 FORM B 7 .., AMA COMMUNITY DEVELOPMENT DEPARTMENT 1225 MAIN STREET ■ SEBASTIAN, FLORIDA 32958 TELEPHONE (772) 589-5518 ■ www.citvofsebasffan.ora $2,000 Comp Plan Land Use Map Amendment (Large Scale) $1,500 Comp Plan Land Use Map Amendment (Small Scale) $1,000 Annexation APPLICATION FEES: $2,000 Comp Plan Text Amendment $1,500 Land Development Code Text Amendment $1,250 Rezoning **APPLICATION FEE IS NON-REFUNDABLE UPON PAYMENT TO THE CITY** DOCUMENTS SUBMITTED FOR APPLICATION REVIEW: ❑ Summary Report: addressing review considerations in accordance with 54-1-2.7 Land Development Code and 54-1-2.9 Land Development Code where applicable; or, objective 1-2.4 of Comprehensive Plan 2040 of all annexations. ❑ Location Map ❑ Two (2) Boundary and Topographic Surveys ❑ Warranty Deed for all owners and/or Notarized Letter of Authorization ❑ Future Land Use Map: Current and Proposed ❑ Zoning Map: Current and Proposed ❑ Traffic Impact Analysis Statement ❑ Electronic Copy - Complete Submittal ❑ Stormwater Calculations ADDITIONAL FEES Should the review process be delayed by the applicant for longer than 6 months, re -submittal will be required consistent with current regulations and fees. The applicant/owner shall have 1 year from the approval date to commence construction of all or any phase. If the site plan expires, the applicant/owner must re -apply for a new review with applicable fees. An extension may be requested for additional fees. �177775�;� SEBASTIAN OAKS REZONING STATEMENT This is a request to rezone 15.76 acres in the City of Sebastian from its current RM-8 zoning designation to RM-10. The proposed development, the Sebastian Oaks Multi -Family Residential Community, is located on the west side of Louisiana Avenue, north of Sebastian Boulevard (CR 512). The site lies along the Atlantic Coastal ridge and is within the limits of the City of Sebastian. It is bordered by developed multi -family residential to the north and west and developed single family residential to the south. These adjacent properties are zoned RM-8. The Sebastian Oaks site has a Medium Density land use designation. There are no wetlands on the proposed site, which consists primarily of undeveloped woodlands. Vegetation currently on the site consists of sand and slash pine, scrub and live oak, cabbage palm, palmetto, and Brazilian pepper. The rezoning of the subject property would be consistent with the goals, objectives, and policies of the City of Sebastian Land Development Code. The rezoning is consistent with the comprehensive plan, is in conformance with all ordinances, and is compatible with all surrounding land uses. The development would not adversely affect the surrounding property values, or the general welfare of same. The development would result in an orderly development pattern and would be consistent with public interests as it will provide needed housing. Pursuant to the enclosed Traffic Impact Analysis report, the proposed development meets the adopted level of service standards and the requirements of the City of Sebastian. Furthermore, the intersections of Main Street and Louisiana Avenue and Sebastian Boulevard and Louisiana Avenue are projected to operate at adopted standards with minimal queue lengths. Similarly, the enclosed Stormwater Management Report demonstrates that the proposed stormwater management system for the Sebastian Oaks Project has been designed in conformance with the Stormwater Rules and Regulations for the City of Sebastian and the St. John's River Water Management District. Summarizing, the proposed Sebastian Oaks development is consistent with all surrounding areas, is consistent with land development code, and meets all amendment criteria. The development is located in an area that is well -suited for continued residential development. 3120190050929 RECORDED IN THE RECORAW\ OF JEFFREY R. SMITH, CLERK OF CI)KUIT COURT INDIAN RIVER CO FL BK: 3234 PG: 1801,8/28/201911:03 AM D D4- — fAX PD $0.70 This Instrument Prepared by and Return to: Jason Beal Atlantic Coastal Land Title Company, LLC 855 21st Street, Suite C Vero Beach, Florida 32960 Our File No.: 49084608 Property Appraisers Parcel Identification (Folio) Number: 31390600000500000011.3 Space above this line for Recording Data WARUNTYDEED a THIS WARRANTY DEED, made the , day of August, 2019, by Robert Green Gribbroek and George Kevin Gribbroek; whose post office address is 2415 47th Terrace, Vero Beach, FL 32966, herein called the Grantors, to Sebastian Oaks, LLC, a Florida limited liability company, whose post office address is 2771 Vista Parkway, Suite F12, West Palm Beach, FL 33411, hereinatt-,r callcd the Grantee: (Wherever used herein the terns "Grantor" and "Grantee" include all the parties to this insuneent and the heirs, legal representatives and assigns of individuals, and the successors and assigns of corporations) W I T N E S S E T H: That the Grantors, for and in consideration of the sum of Ten and No/l00 ($10.00) and other valuable considerations, receipt whereof is hereby acknowledged, hereby grants, bargains, sells, aliens, remises, releases, conveys and confirms unto the Grantee all that certain land situate in TIVDTAN RIVER County, State of Florida, viz.: From Southeast corner of Northeast 1/4 of Southwest 1/4 of Section 6, Township 31 South, Range 39 East run North 740.12 feet; thence run South 89 degrees 10 minutes 04 seconds West a distance of 538 feet more or less to the Northwest corner of property conveyed to Swanson in Official Records Book 320, page 34 for point of beginning, then run along the same line a distance of 208.78 feet more or less, then North 1 degrees East 226.12 feet; thence North 89 degrees 05 minutes West 549.78 feet; thence South 1 degrees West 417.12 feet; thence South 89 degrees 05 minutes East to the Southwest corner of Swanson property, then North to the point of beginning. LESS OUT: Property conveyed in Official Records Book 681, Page 2492, Official Records Book 2158, Page 1613 and Official Records Book 2920, Page 1127 and any other property previously conveyed or record. The Grantor herein warrants and avers that Grantor does not reside on the lands conveyed hereby, nor on contiguous land; nor does any member of Grantor's family dependent upon Grantor for support. Subject to easements, restrictions and reservations of record and taxes for the year 2019 and thereafter. TOGETHER, with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. TO HAVE AND TO HOLD, the same in fee simple forever. AND, the Grantors hereby covenant with said Grantee that the Grantors are lawfully seized of said land in fee simple; that the Grantors have good right and lawful authority to sell and convey said land, and hereby warrant the title to said land and will defend the same against the lawful claims of all persons whomsoever; and that said land is free of all encumbrances, except taxes accruing subsequent to December 31, 2018. File No.: 49084608 01- BK: 3234 PG: 181 /..` r"N IN WITNESS WHEREOF, the said Grantors have signed and sealed these presents the day and year first above written. Signed, sealed and delivered in the presence of i tune k. # 1 Pri a Ot , cal) -• oKobert Green Gribbroek #2 S e z #2 Printe N e State of Florida County of Indian River The foregoing instrument was acknowledged before me this J day of August, 2019, by Robert Green Gribbroek, who arc personally known tome or have produced `/ .4�rtification. SEAL >>�,�111111t111f/1//�/ xb104; My Commission-9--A TI . 0 V CP •�� O QUO= =O �W ti S :XXf ,y i�O/"`,,11I1 1111110OMdi, ``\ V. File No.: 49094608 ota vPublic 'rinted`N tarn Name U1. BK: 3234 PG: 182 f061N eks IN WITNESS WHEREOF, the said Grantors have signed and sealed these presents the day and year first above written. Signed, ealed and delivered iXthpresence of: Witness #1 Si3Oture N4ti C-\j Witness Prid d Na 1 i �� Witness #2 Signatur6 C\ma-s S Witness #2 Printed Name ,(Seal) eorge Kevin Gribbroek State of Mary an � County of i _ The foregoing instrument was acknowledged before me this day of August, 2019, by George Kevin Gribbroek, who are personally known to me or have produced —jnD h,L . as identification. Cr SEAL o ;• r, e i,. NY Commiksioji ciires: k— ' of -4 lic Printed Notary Name File No.: 49084608 LW C: 3280 P!,'' 90, 2/26/202010:15 AM D DOCaAX PD $2,520.00 This Instrument Prepared by and Return to: Craig Feldman, Esq. Asset Land Title Services, LLC 300 S. Pine Island Rd., Suite 306 Plantation, Florida 33324 Our File #19-195 Property Appraisers Parcel Identification (Folio) Numbers: 3 l-39-06-00000-5000-00003.0 & 31-39-06-00000-5000-00049.1 SPACE ABOVE T141S LINE FOR RECORDING DATA WAR"NTYDEED THIS WARRANTY DEED, made the day of February, 2020 by THP3 Corporation, a Florida Corporation, herein called the Grantor, whose post office address is 7610 Miami View Drive, North Bay Village, FL 33141 to Sebastian Oaks, LLC a Florida Limited Liability Company, whose post office address is 2771 Vista Parkway, Suite F12, West Palm Beach, FL 33411, hereinafter called the Grantee: (Wherever used herein the terms "grantor" and "grantee" include all the parties to this instrument and the heirs, legal representatives and assigns of individuals, and the successors and assigns of a corporate entity) W I T N E S S E T H: That the Grantors, for and in consideration of the sum of TEN AND 00/100'S ($10.00) Dollars and other valuable considerations, receipt whereof is hereby acknowledged, hereby grants, bargains, sells, aliens, remises, releases, conveys and confirms unto the Grantee all that certain land situate in INDIAN RIVER County, State of Florida, viz.: BEING A PART OF THE NORTHEAST QUARTER OF THE SOUTHWEST 1/4 OF SECTION 6, TOWNSHIP 31 SOUTH, RANGE 39 EAST, INDIAN RIVER COUNTY, FLORIDA, BEING MORE FULLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF THE NORTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 6, TOWNSHIP 31 SOUTH, RANGE 39 EAST; THENCE ALONG THE NORTH LINE OF SAID NORTHEAST 1/4 OF THE SOUTHWEST 1/4, N89048'47"E, A DISTANCE OF 46.91 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE N89048'47"E ALONG SAID NORTH LINE, A DISTANCE OF 969.30 FEET TO THE NORTHWEST CORNER OF LANDS DESCRIBED 1N OFFICIAL RECORDS BOOK 50, PAGE 410; THENCE S00'09'37"E ALONG THE WEST LINE OF SAID LANDS, A DISTANCE OF 119.90 FEET; THENCE N89044'16"E ALONG THE SOUTH LINE OF SAID LANDS, A DISTANCE OF 250.43 FEET TO A POINT ON THE WEST RIGHT-OF-WAY LINE OF LOUISIANA AVENUE; THENCE ALONG SAID WEST RIGHT-OF-WAY LINE S19"3542"E, A DISTANCE OF 70.41 FEET TO THE NORTHEAST CORNER OF LANDS DESCRIBED IN OFFICIAL RECORDS BOOK 16, PAGE 404; THENCE S89049'49"W ALONG THE NORTH LINE OF SAID LANDS, A DISTANCE OF 162.01 FEET; THENCE SOO' 1 I' I 1 "E ALONG THE WEST LINE OF SAID LANDS, A DISTANCE OF 77.46 FEET; THENCE N89°11'36"E ALONG THE SOUTH LINE OF SAID LANDS, A DISTANCE OF 187.67 FEET TO THE POINT OF CURVE OF A NON TANGENT CURVE, SAID POINT LYING ON THE WEST RIGHT-OF-WAY LINE OF LOUISIANA AVENUE; THENCE ALONG SAID WEST RIGHT-OF-WAY LINE ALONG A CURVE TO THE RIGHT, OF WHICH THE RADIUS POINT LIES S76057'00"W HAVING A DELTA OF 13003'31" A RADIUS OF 420.00 FEET AN ARC LENGTH OF 95.72 FEET TO A POINT ON THE NORTH LINE OF LANDS DESCRIBED IN OFFICIAL RECORDS BOOK 641, PAGE 343; THENCE S890I 1'36"W ALONG SAID NORTH LINE, A DISTANCE OF 280.52 FEET; THENCE SO1°29'39"E ALONG THE WEST LINE OF SAID LANDS, A DISTANCE OF 67.77 FEET TO THE NORTHEAST CORNER OF LANDS DESCRIBED 1N OFFICIAL RECORDS BOOK 45, PAGE 416; THENCE N89156'35"W ALONG THE NORTH LINE OF SAID LANDS, A DISTANCE OF 96.76 FEET; THENCE SOO°00'39"W ALONG THE WEST LINE OF SAID LANDS, A DISTANCE OF 146.54 FEET TO A POINT ON THE NORTH LINE OF LANDS DESCRIBED IN DEED BOOK 20, PAGE 505 AND DEED BOOK 106, PAGE 250; THENCE S88037'12"W ALONG SAID NORTH LINE OF SAID LANDS, A DISTANCE OF 356.14 FEET; THENCE N00002'32"E ALONG THE EAST LINE OF SAID LANDS, A DISTANCE OF 226.12 FEET; THENCE S88048'29"W ALONG THE NORTH LINE OF SAID LANDS, A DISTANCE OF 549.42 FEET TO THE NORTHWEST CORNER OF SAID LANDS; THENCE N00002'32"E, A DISTANCE OF 364.15 FEET BACK TO THE POINT OF BEGINNING. SITUATE IN THE COUNTY OF INDIAN RIVER, STATE OF FLORIDA. File No.:19-195 LTF J0011 fA*� Subject to easements, restrictions and reservations of record and taxes for the year 2020 and thereafter. TOGETHER, with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. TO HAVE AND TO HOLD, the same in fee simple forever. AND, the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple; that the grantor has good right and lawful authority to sell and convey said land, and hereby warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever; and that said land is free of all encumbrances, except taxes accruing subsequent to December 31, 2019. IN WITNESS WHEREOF, the said Grantors have signed and sealed these presents the day and year first above written. Signed, sealed and delivered in the presence of Witnes1 SignaKre rC �C� %C[G WitnessAl Printed Name (4�� Witness #2 Signature 4� /-7 1��2 P., 11-2 Witness #2 Printed Name THP3 CORPORA By: Oliver Pfeffer Its: President State of I{ d County of broC c-��CL The foregoing instrument was acknowledged before me by means of aphysical presence or ❑ online notarization this days of February, 2020 by Oliver Pfeffer on behalf of THP3 Corporation., Who is personally known to me or has produced tL 1, L as identification. SEAL My Commission Expires: soes. GERARQINE PitZEDA * * W coMMlssloly # cc aso»s 1P EXPIRES: February 11. 2021 t'k;F WO Bonded Thru Bridget Notary services Notary Signature Printed Notary Signature File No.:19-195 LTF .+, Lisa Frazier From: Sean Green <sean.green@mastellermoler.com> Sent: Tuesday, March 21, 2023 10:52 AM To: Lisa Frazier 'Dennis Hobt';'Jonathan Barkett' Cc: Joshua Simpson; Dom Bosworth; Michelle Faulkner Subject: RE: Sebastian Oaks Attachments: Traffic Study 20-056 7-7-22 ds.pdf Good Morning Lisa, As we had discussed previously, our (MM) philosophy as a result of our experience with City Staff and the expected review process was to wait until our formal resubmittal of the Sebastian Oaks Multi -Family Residential project under the new RM-10 zoning to include the updated Traffic Study taking into account the latest proposed density of 9.13 du/acre (144 total units). After further discussion, I understand that the traffic impact of the proposed project will be a topic of concern shared among Staff, Commission, & Council. With that in mind, I feel it appropriate to attach herewith the latest traffic study which was performed in July of 2022 based on the updated density proposed with the project, assuming that our rezoning attempt is successful. The Traffic Study was updated based on 1) the updated proposed density and 2) comments which our office received following our original submittal under the RM-8 zoning criteria in 2021. The Traffic Study concludes that the proposed residential development meets the adopted level of service standards and requirements of the City of Sebastian, and furthermore the intersections of Main Street & Louisiana Avenue and Sebastian Boulevard & Louisiana Avenue are projected to operate at adopted standards with minimal queue lengths. I understand that this revised study has not yet been reviewed, and as such, the conclusions made within have not yet been accepted by the City. We're prepared to submit the attached Traffic Study, along with all other necessary submittal documents, to support our Site Plan Application for the Sebastian Oaks project. At the City's request, we are holding our submittal until such time that the Rezoning Application can be adequately reviewed & processed. We fully expect to receive additional comments on our next submittal given the substantial changes to the Plan based on the rezoning effort and increased density, and are prepared to address all the City's concerns during that time. Should you have any questions regarding the above information, or need additional documentation, please don't hesitate to contact me directly. With Regards, Sean C. Green, PE Executive Vice President MASTELLER & MOLER, INC. 1655 27`" Street, Ste. #2 Vero Beach, FL 32960 Off: (772) 567-5300 Cell: (772) 925-9276 From: Lisa Frazier[mailto:LFrazier@CityofSebastian.org] Sent: Tuesday, March 21, 2023 10:36 AM SEBASTION OOKS TROFFIC IMPOCT ONALYSIS Prepared for SEBASTIAN OAKS LLC Prepared by RECEIVED 4023 JAN 2 G )a - City of Sebastian Community Development Dept PINDER TROUTMAN CONSULTING, INC. Certificate of Authorization Number: 7989 2005 Vista Parkway, Suite 111 West Palm Beach, FL 33411 (561) 296-9698 STATE OF Cj �FS'S�ONAI [NV: #PTC20-056 August 31, 2020 Revised July 7, 2022 Digitally signed by Rebecca J Mulcahy Date: 2022.07.07 16:57:02-04'00' Rehecca f. Mulcahy, Stale of Florida, Professional Engineer, License No. 42570 This it,,,, has bccn elegy ,aim allv a i,- I and sealod by Robe, a I- hnJ..thv, PA. un --i2_ using a Digital Signaiurr, Printed copie- 'f Ihi, document am 1.4 t , i,,dewd signer) and scaled and the 1ignature mtat be Tnrified on any eleclnmir , apms. SEBASTIAN OAKS TRAFFIC IMPACT ANALYSIS Introduction Pinder Troutman Consulting, Inc. (PTC) has been retained to conduct a traffic impact study for a residential development in the City of Sebastian. The purpose of this study is to determine if the development meets the requirements of the City of Sebastian and to provide Links Maintenance Reports, with Project trips, to Indian River County. Site Data The development is located on the west side of Louisiana Avenue, north of Sebastian Boulevard (CR 512) as shown on Exhibit 1. It is proposed to develop 144 multi -family dwelling units. Access to the development is via one driveway connecting to Louisiana Avenue. A buildout year of 2024 was considered. Project Traffic Trip Generation Daily, AM and PM peak hour trip generation rates were obtained from the Institute of Transportation Engineers (ITE), Trip Generation, 100 Edition. Excerpts from Trip Generation are provided in Appendix A. The highest multi -family trip generation rates were used in this report. Exhibit 2 provides the daily, AM and PM peak hour trip generation data for the proposed development. Trip Distribution and Assignment A directional distribution was developed based on a review of the land use patterns, traffic patterns and the roadway network. Specifically, land use attractions, such as schools, shopping, offices, and core urban areas were reviewed as well as roadway capacities. Further discussions with the City of Sebastian staff resulted in revisions to the distribution, which is shown on Exhibits 3A and 313. Exhibit 3C shows the percent project traffic distribution within the Report -050 '7---22 1 Pinder Troutman Consulting, Inc. project's area of influence and the assignment of PM peak hour project traffic. The City's significance level is 10% of the project's trips, regardless of development size. Future Traffic Conditions Link Analysis The Indian River County (IRC) Traffic Division has projected future peak hour directional traffic volumes for major roadways in Indian River County. The projected volumes include existing traffic plus vested trips from other projects. Appendix B contains the current (March 2020) Links Maintenance Report and IRC counts, as well as City counts, FDOT counts, intersection traffic counts and peak season factors. The highest peak hour directional counts were used. Historic growth trends were analyzed in the projection of future background traffic volumes. Historic growth data is provided on Exhibit 4. The trendline growth resulted in an areawide growth rate of 0.5%. For a conservative analysis, a 2% growth rate was utilized. Roadway links with 10% or more of project traffic are required to be analyzed. Exhibit 5 provides the link capacity analysis for these roadway links. Total traffic includes existing traffic, peak season factor, vested trips, a 2% growth rate, and Project Traffic. All roadway links are operating at adopted standards and will continue to do so at project buildout. Intersection Analysis It was requested by the City of Sebastian that the following intersections be analyzed: • Main Street & Louisiana Avenue • Sebastian Boulevard & Louisiana Avenue Traffic counts were taken in August 2020. Factors were applied to these counts because of the Covid-19 pandemic and to adjust for peak season. The traffic counts and peak season factor report is included in Appendix B. The Highway Capacity Software (HCS7) was used to perform the AM and PM peak hour analyses. Existing traffic counts, peak season factors and a 2% growth rate was used for the analyses. Rc purl 20 OS6 2 Pinder Troutman Consulting, Inc. The City was concerned about potential delays and queues because of the future Brightline train at the intersection of Main Street & Louisiana Avenue. (The intersection of Sebastian Boulevard & Louisiana Avenue will not be negatively affected by Brightline clue to its downstream location from the tracks.) Discussions with Brightline yielded the following information: • Service between West Palm Beach and Orlando is expected to begin in 2022/2023. • There will be 32 trains per day (16 each direction). • The train generally will operate from 5:00 AM to midnight. • Each train has 5 cars and travels at 80 MPH, potentially higher north of West Palm Beach. • The current schedule from Miami to West Palm Beach generally has 1 train per hour in each direction. With this information, it was conservatively determined that each train could delay the cross - street for approximately 1-1/2 minutes, which includes advance gate closure time, passage time and gate opening time. Therefore, in one peak hour, there will be about 3 minutes of disruption. Due to limitations in the HCS program, the effect of this disruption was modeled in the HCS analyses by adding pedestrian movements. The corresponding number of pedestrians to achieve this 3-minute delay was factored in the buildout condition. The capacity analyses are provided in Appendix C and are summarized on Exhibit 6A. The 95th percentile queues are shown on Exhibit 613. After applying the factors and growth rates, these intersections are projected to operate at adopted standards with negligible queues. Driveway Analyses Daily, AM and PM peak hour project driveway volumes at Project buildout are provided on Exhibit 7. Based on these volumes, auxiliary turn lanes are not required. Appendix D provides the Indian River County thresholds for turn lanes. For Louisiana Avenue, with an estimated daily volume of 1,022 (see page B-1), a left turn lane would be required with 35 left turn R poll 0-051, ' _. � P 3 Pinder Troutman Consulting, Inc. vehicles per hour. A right turn lane would be required with 75 right turn vehicles per hour. This development does not meet or exceed these volumes. Indian River County Data The current (March 2020) Links Maintenance Report with an added column for Project traffic is provided in Appendix E for Indian River County. It also includes updated Total Demand, Available Capacity and 80% Capacity columns. Conclusions This analysis shows that the proposed residential development, consisting of 144 multi -family dwelling units, meets the adopted level of service standards and the requirements of the City of Sebastian. Furthermore, the intersections of Main Street & Louisiana Avenue and Sebastian Boulevard & Louisiana Avenue are projected to operate at adopted standards with minimal queue lengths. K` orl-I146(' -22 4 Finder Troutman Consulting, Inc. EXHIBITS Exhibit 3C Sebastian Oaks PM Peak Hour Project Traffic Assignment Roadway Link SR A1A N. Indian River Shores to CR 510 SR Al A CR 510 to N. County Line US 1 69th St to Old Dixie Hwy US 1 Old Dixie Hwy to Schumann Dr US 1 Schumann Dr to CR 512 US 1 CR 512 to Main Street US 1 Main Street to Roseland Rd US 1 Roseland Rd to N. County Line Roseland Rd CR 512 to N. Sebastian City Limit Roseland Rd N. Sebastian City Limit to US 1 CR 512 1-95 to CR 510 CR 512 CR 510 to W. Sebastian City Limit CR 512 W. Sebastian City Limit to Roseland Rd CR 512 Roseland Rd to US 1 CR 510 CR 512 to 66th Ave CR 510 58th Ave to US 1 CR 510 US 1 to SR A1A inks 20-056 7-5-22 7/6120_2 Page 1 of 2 % Project Project Lanes Link No. Dir. Assign. Traffic Capacity 2 1080N NB 1% 1 880 1080S SB 1% 0 880 2 1090N NB 1% 0 880 1090S SB 1% 1 880 4 1385N NB 24% 12 2648 1385S SB 24% 7 1960 4 1390N NB 33% 17 2210 1390S SB 33% 10 1960 4 1395N NB 35% 18 1960 1395S SB 35%, 11 1960 4 140ON NB 35%, 18 1770 1400S SB 35% 11 1770 4 1405N NB 25% 8 1960 1405S SB 25% 13 1960 4 141ON NB 15% 5 1960 1410S SB 15% 8 1960 2 1610E EB 1% 0 880 1610W WB 1% 1 880 2 1620E EB 2% 1 880 1620W WB 2%, 1 880 4 1720E EB 10% 5 1960 1720W WB 10% 3 1960 4 1730E EB 15% 8 1960 1730W WB 15% 5 1960 4 1740E EB 160,a 8 1960 1740W WB 160,lo 5 1960 4 1750E EB 2 i°„ 13 1960 175OW WB .151341) 11 1960 2 1810E EB fi%, 2 880 181()W WB 51y'l 3 880 2 1830E EB 21X) 1 810 1830W WB 21%, 1 810 2 1840E EB 2%) 1 2049 1840W WB 2 1 2049 tinks 20-056 7-5-22 7/6/2022 I'a e 2 of 2 Exhibit X Sebastian Oaks PM Peak Hour Project Traffic Assignment % Project Project Roadway Link Lanes Link No. Dir. Assign. Traffic Capacity City Collectors and Significant Streets I I I Barber St Wimbrow Dr to Schumann Dr 2 NB 1 % 1 675 SB 1 % 0 675 Barber St Extension Schumann Dr to US 1 2 EB 1 % 1 675 WB 1 % 0 675 Fleming St Main St to CR 512 2 NB 1 % 1 675 SB 1 % 0 675 Easy St Main St to Englar Dr 2 NB 1 % 1 675 SB 1 % 0 675 Main St Wimbrow Dr to Louisiana Ave 2 EB 100/0 5 675 WB 100/0 3 675 Main St Louisiana Dr to US 1 2 EB 65% 20 675 WB 30% 16 675 Louisiana Ave Main St to Site 2 NB 75% 23 540 SB 40% 21 540 Louisiana Ave Site to CR 512 2 NB 60% 31 540 SB 25% 8 540 Growth 20-0.50 2-7-22 2/8/2022 Exhibit 4 Sebastian Oaks Historic Growth Analysis AADT Trendline Traffic Volumes "� Growth Roadway Link 2017 2018 2019 2020 Rate 69th St to CR 510 20,406 281353 22,763 27,525 6.37% CR 510 to Schumann Dr 22,079 28,619 22,738 27,571 4.20% US 1 Schumann Dr to CR 512 231735 28,597 23,379 27,295 2.12% CR 512 to Jackson St 241261 28,469 23,858 27,535 2.00% Jackson St to Roseland Rd 26,611 29,187 23,570 28,355 -0.14% Roseland Rd to N County Line 23,794 261900 241140 26,749 2.40% 1-95 to CR 510 17,218 17,132 18,733 4.28% CR 510 to Roseland Rd 20,147 19,731 20,652 1.25% Roseland Rd to Barber St 15,486 14,549 15,920 1.42% CR 512 Barber St to Fleming 15,202 13,753 14,560 -2.21% Fleming to Easy St 15,369 13,113 15,005 -1.26% Easy St to Delaware 14,703 12,751 14,113 -2.13% Delaware to US 1 14,086 12,733 13,681 -1.50% Main St US 1 to Fleming 1,100 1,100 1,100 1,050 -1.38% High St North of Sebastian Blvd 850 850 700 700 -7.74% Areawide 255,047 275,837 254,912 166,780 0.5% (1) Count data from Indian River County and FDOT. Shaded cells represent no data availalbe. I -inks 20-056 7.3.22 7/6 2022 Exhibit 5 Sebastian Oaks PM Peak Hour link Capacity Analysis Existing Vested Growth % Project Project Total Roadway Link Lanes Link No. Dir. Volume") Trips"' 2% Assign. Traffic 2024 Capacity LOS US 1 69Ih St to Old Dixie Hwy 4 1385N NB 1447 18 119 24% 12 1596 2648 B 1385S SB 974 35 80 24% 7 1096 1960 B US 1 Old Dixie Hwy to Schumann Dr 4 1390N NB 1335 16 110 33% 17 1478 2210 B 1390S SB 1093 15 90 33% 10 1208 1960 B US 1 Schumann Dr to CR 512 4 1395N NB 1304 0 107 35% 18 1429 1960 B 1395S SB 1144 0 94 35% 11 1249 1960 B US 1 CR 512 to Mein Street 4 140ON NB 1300 16 107 35% 18 1441 1630 D 1400S SB 1119 15 92 35% 11 1237 1712 C US I IMain Street to Roseland 4 140:;N NB -1157 0 9,) 25)% 8 1260 1960 B 1405S SB 1157 0 95 25% 13 1265 1960 B US 1 Roseland Rd to N. Counly Line 4 141ON NB 1141 0 94 15% 5 1240 1960 B 1410S SB 964 0 79 15`/n 8 10.51 1960 B CR 512 I-95 In CR 510 4 1720E EB 871 50 72 10% > 998 1960 B I 1720W WB 980 1 I tit 10% 3 1065 1960 B CR :512 I P).5 to CR .510 4 1730E EB 967 0 I 80 15% 8 1055 1960 B 1730W WB I 1005 0 I 83 15% 5 1093 1960 B CR 512 I11'. Svhastian Cily Limit to Roseland Rd 4 1740E EB 737 0 I ().1 161YO) 8 806 1960 B 1740W WB I 760 0 63 16% 5 1128 1960 B CR .512 Roseland Rd to US 1 4 1750E EB I 553 0 46 25% 13 612 1960 B 1750W WB I 736 0 61 35% 11 808 1960 B Main St Wimhrow Dr to Louissana Ave 2 EB I 253 0 15 10% 5 273 540 C WB I 488 0 30 10% 3 521 540 D Main SI Louisiana Dr to US 1 2 EB I 253 0 15 65`Yo 20 288 675 C WB I 488 0 30 30% 16 534 675 D Louisiana Avv Main Street to Site 2 NB I 37 0 2 75% 23 62 540 B SB I 55 I 0 I 3 40% 21 79 540 B Louisiana Ave ISile to CR 512 2 NB I 37 I 0 2 60% 31 70 540 B I SB I 55 I 0 3 25% 8 66 540 B (1) Sve Appendix H. Exhibit 6A Sebastian Oaks Intersection Analysis (1) Existin; (2) 2024 (3) Peak Delay Delay Intersection Hour (sec.) LOS (sec.) LOS AM 12.7 B 13.2 B Main Street R I_oiiisi;lnii Ave PM 11.7 B 13.5 B AM 11.7 B 12.1 B Sebastiiin Blvd & Louisianii Ave PM 14.3 B 15.0 B (1) See Appendix B for intersec horn ,analyses. Highest side -street delay reported. (2) Analyses include existing (2020) peak season traffic volumes. (3) Analyses include future (2024) traffic: volumes without Project- traffic. (4) Analyses include future (2024) traffic volumes WITH Project traffic. (5) Analyses include future (2024) traffic: volumes WITH Project traffic and train interruption. Inters. Analysis 20-056 7-6-22 7/6/2022 2024 Total (4) 2024 Total w/Train (5) Delay Delay (sec.) LOS (sec.) LOS 14.1 B 15.1 C 14.1 B 15.1 C 11.7 B N/A 17.3 C Inters. Analysis 20-056 7-6-22 7/6/2022 Exhibit 613 Sebastian Oaks Intersection Queue Lengths (1) Existing 2024 2024 Total 2024 Total w/Train Intersection AM PM AM PM AM PM AM PM Main Street & Louisiana Ave NB Lane 95th Percentile Queue (veh) 0.1 0.1 0.1 0.1 0.3 0.3 0.4 0.3 95th Percentile Storage (feet) 25 25 25 25 25 25 25 25 Sebastian Blvd & Louisiana Ave SB Lane 95th Percentile Queue (veh) 0.2 0.2 0.2 0.2 0.2 0.2 95th Percentile Storage (feet) 25 25 25 25 25 25 N/A (1) See Appendix B for analyses. Table of Contents (IOth Edition) Volume 2: Data Trip Generation Descriptions and Plots Preface.................................................................................................................................................v CODELAND USE................................................................................................................ PAGE 210 Single -Family Detached Housing......................................................................................1 220 Multifamily Housing (Low-Rise)............................................................... .......29 ................. 221 Multifamily Housing (Mid -Rise) .............................. .............71 ............................................. 222 Multifamily Housing (High-Rise)....................................................................................150 225 Off -Campus Student Apartment.................................................................................... 249 231 Mid -Rise Residential with 1 st-Floor Commercial........................................................... 270 232 High -Rise Residential with 1 st-Floor Commercial......................................................... 303 240 Mobile Home Park.........................................................................................................318 251 Senior Adult Housing—Detached.................................................................................. 337 252 Senior Adult Housing—Attached................................................................................... 352 253 .......................................................... Congregate Care Facility ........................... ..........373 254 Assisted Living.............................................................................................................387 255 Continuing Care Retirement Community ............... .................................................... ....417 260 Recreational Homes ...................... ..............435 265 Timeshare .............................. .......................................................................................447 270 Residential Planned Unit Development.........................................................................466 AppendixA......................................................................................................................................477 ►-1 Land Use: 220 Multifamily Housing (Low -Rise) Description Low-rise multifamily housing includes apartments, townhouses, and condominiums located within the same building with at least three other dwelling units and that have one or two levels (floors). Multifamily housing (mid -rise) (Land Use 221), multifamily housing (high-rise) (Land Use 222), and off -campus student apartment (Land Use 225) are related land uses. Additional Data In prior editions of Trip Generation Manual, the low-rise multifamily housing sites were further divided into rental and condominium categories. An investigation of vehicle trip data found no clear differences in trip making patterns between the rental and condominium sites within the ITE database. As more data are compiled for future editions, this land use classification can be reinvestigated. For the three sites for which both the number of residents and the number of occupied dwelling units were available, there were an average of 2.72 residents per occupied dwelling unit. For the two sites for which the numbers of both total dwelling units and occupied dwelling units were available, an average of 96.2 percent of the total dwelling units were occupied. This land use included data from a wide variety of units with different sizes, price ranges, locations, and ages. Consequently, there was a wide variation in trips generated within this category. Other factors, such as geographic location and type of adjacent and nearby development, may also have had an effect on the site trip generation. Time -of -day distribution data for this land use are presented in Appendix A. For the 10 general urban/suburban sites with data, the overall highest vehicle volumes during the AM and PM on a weekday were counted between 7:15 and 8:15 a.m. and 4:45 and 5:45 p.m., respectively. For the one site with Saturday data, the overall highest vehicle volume was counted between 9:45 and 10:45 a.m. For the one site with Sunday data, the overall highest vehicle volume was counted between 11:45 a.m. and 12:45 p.m. For the one dense multi -use urban site with 24-hour count data, the overall highest vehicle volumes during the AM and PM on a weekday were counted between 7:00 and 8:00 a.m. and 6:15 and 7:15 p.m., respectively. For the three sites for which data were provided for both occupied dwelling units and residents, there was an average of 2.72 residents per occupied dwelling unit. The average numbers of person trips per vehicle trip at the five general urban/suburban sites at which both person trip and vehicle trip data were collected were as follows: • 1.13 during Weekday, Peak Hour of Adjacent Street Traffic, one hour between 7 and 9 a.m. • 1.21 during Weekday, Peak Hour of Adjacent Street Traffic, one hour between 4 and 6 p.m. A-2 The sites were surveyed in the 1980s, the 1990s, the 2000s, and the 2010s in British Columbia (CAN), California, District of Columbia, Florida, Georgia, Illinois, Indiana, Maine, Maryland, Minnesota, New Jersey, New York, Ontario, Oregon, Pennsylvania, South Dakota, Tennessee, Texas, Utah, Virginia, and Washington. It is expected that the number of bedrooms and number of residents are likely correlated to the number of trips generated by a residential site. Many of the studies included in this land use did not indicate the total number of bedrooms. To assist in the future analysis of this land use, it is important that this information be collected and included in trip generation data submissions. Source Numbers 168, 187, 188, 204, 211, 300, 305, 306, 319, 320, 321, 357, 390, 412, 418, 525, 530, 571, 579, 583, 864, 868, 869, 870, 896, 903, 918, 946, 947, 948, 951 A-3 Land Use: 221 Multifamily Housing (Mid -Rise) Description Mid -rise multifamily housing includes apartments, townhouses, and condominiums located within the same building with at least three other dwelling units and that have between three and 10 levels (floors). Multifamily housing (low-rise) (Land Use 220), multifamily housing (high-rise) (Land Use 222), off -campus student apartment (Land Use 225), and mid -rise residential with 1st -floor commercial (Land Use 231) are related land uses. Additional Data In prior editions of Trip Generation Manual, the mid -rise multifamily housing sites were further divided into rental and condominium categories. An investigation of vehicle trip data found no clear differences in trip making patterns between the rental and condominium sites within the ITE database. As more data are compiled for future editions, this land use classification can be reinvestigated. For the six sites for which both the number of residents and the number of occupied dwelling units were available, there were an average of 2.46 residents per occupied dwelling unit. For the five sites for which the numbers of both total dwelling units and occupied dwelling units were available, an average of 95.7 percent of the total dwelling units were occupied. Time -of -day distribution data for this land use are presented in Appendix A. For the eight general urban/suburban sites with data, the overall highest vehicle volumes during the AM and PM on a weekday were counted between 7:00 and 8:00 a.m. and 4:45 and 5:45 p.m., respectively. For the four dense multi -use urban sites with 24-hour count data, the overall highest vehicle volumes during the AM and PM on a weekday were counted between 7:15 and 8:15 a.m. and 4:15 and 5:15 p.m., respectively. For the three center city core sites with 24-hour count data, the overall highest vehicle volumes during the AM and PM on a weekday were counted between 6:45 and 7:45 a.m. and 5:00 and 6:00 p.m., respectively. For the six sites for which data were provided for both occupied dwelling units and residents, there was an average of 2.46 residents per occupied dwelling unit. For the five sites for which data were provided for both occupied dwelling units and total dwelling units, an average of 95.7 percent of the units were occupied. The average numbers of person trips per vehicle trip at the five center city core sites at which both person trip and vehicle trip data were collected were as follows: • 1.84 during Weekday, Peak Hour of Adjacent Street Traffic, one hour between 7 and 9 a.m. • 1.94 during Weekday, AM Peak Hour of Generator • 2.07 during Weekday, Peak Hour of Adjacent Street Traffic. one hour between 4 and 6 p.m. • 2.59 during Weekday, PM Peak Hour of Generator A-7 The average numbers of person trips per vehicle trip at the 32 dense multi -use urban sites at which both person trip and vehicle trip data were collected were as follows: • 1.90 during Weekday, Peak Hour of Adjacent Street Traffic, one hour between 7 and 9 a.m. • 1.90 during Weekday, AM Peak Hour of Generator • 2.00 during Weekday, Peak Hour of Adjacent Street Traffic, one hour between 4 and 6 p.m. • 2.08 during Weekday, PM Peak Hour of Generator The average numbers of person trips per vehicle trip at the 13 general urban/suburban sites at which both person trip and vehicle trip data were collected were as follows: • 1.56 during Weekday, Peak Hour of Adjacent Street Traffic, one hour between 7 and 9 a.m. • 1.88 during Weekday, AM Peak Hour of Generator • 1.70 during Weekday, Peak Hour of Adjacent Street Traffic, one hour between 4 and 6 p.m. • 2.07 during Weekday, PM Peak Hour of Generator The sites were surveyed in the 1980s, the 1990s, the 2000s, and the 2010s in Alberta (CAN), British Columbia (CAN), California, Delaware, District of Columbia, Florida, Georgia, Illinois, Maryland, Massachusetts, Minnesota, New Hampshire, New Jersey, Ontario, Oregon, Pennsylvania, South Carolina, South Dakota, Tennessee, Utah, Virginia, and Wisconsin. Source Numbers 168, 188, 204, 305, 306, 321, 357, 390, 436, 525, 530, 579, 638, 818, 857, 866, 901, 904, 910, 912, 918, 934, 936, 939, 944, 947, 948, 949, 959, 963, 964, 966, 967, 969, 970 A-8 COUNT ANALYSIS AM Peak Hour Main St Wimbrow Dr to Lousisana Ave Main St Louisiana Dr to US 1 Louisiana Ave Main Street to Site Louisiana Ave Site to CR 512 PM Peak Hour Main St Wimbrow Dr to Lousisana Ave Main St Louisiana Dr to US 1 Louisiana Ave Main Street to Site Louisiana Ave Site to CR 512 8/5/2020 10/20/2021 Louisiana Ave Split TMC PSF* Volume Link PSF Volume Hi -,hest TMC Link EB 237 1.221 289 249 1.05 261 289 WB 139 1.221 170 280 1.05 294 294 EB 240 1.221 293 249 1.05 261 293 WB 145 1.221 177 280 1.05 294 294 NB 16 1.221 20 28 1.05 29 29 43%, 53% NB Egress SB 18 1.221 22 25 1.05 26 26 62 47X, SB Ingress NB 11 1.221 13 28 1.05 29 29 38 NB Ingrc.,tiq SB 21 1.221 26 25 1.05 26 26 57"„ 47% SB Egress 8/5/2020 10/20/2021 Louisiana Ave Split TMC PSF* Volume Link PSF Volume Hijzhest TMC Link EB 193 1.221 236 241 1.05 253 253 WB 299 1.221 365 465 1.05 488 488 EB 204 1.221 249 241 1.05 253 253 WB 319 1.221 389 465 1.05 488 488 NB 19 1.221 23 35 1.05 37 37 54% 40% NB Egress SB 23 1.221 28 52 1.05 55 55 451/l; 60% SB Ingress NB 28 1.221 34 35 1.05 37 37 55% 40% NB Ingre--sti SB 16 1.221 20 52 1.05 55 55 46% 60% SB Egress * Peak Season factor of 1.11 and Covid-19 factor of 1.1 were applied. PM K-factor Daily 1_slull,lwd Daily I rdlllc. on I (mislell)(l AVV: I lighest 2-way traffic:: 92 0.09 1,022 B-1 Manual Traffic Count - All Traffic Main Street and Louisiana Ave Sebastian, FL I Lousiana Ave NB Start Time Right I Thru 07:00 AM 4 0 07:15 AM 2 0 07:30 AM 3 1 07:45 AM 2 0 Total 11 1 08:00 AM 3 0 08:15 AM 4 0 08:30 AM 1 0 08:45 AM 1 0 Total 9 0 *** BREAK *** 04:00 PM 4 0 04:15 PM 1 0 04:30 PM 1 0 04:45 PM 8 0 Total 14 0 05:00 PM 3 0 05:15 PM 3 0 05:30 PM 8 0 05:45 PM 1 0 Total 15 0 Grand Total 49 1 Apprch -1.68.1 1.4 Total % 2.9 0.1 KMF Traffic Group, LLC www.kmftraffic.net (772) 221-7971 1669 SW College St., Stuart, FL File Name : MALO Site Code : P12001 Start Date : 8/5/2020 Page No : 1 Groups Printed- All Traffic Lousiana Ave Main Street Main Street SB EB WB Left Riaht I Thru I Left Riaht I Thru I Left Right I Thru I Left Int. Total 2 0 0 1 3 29 0 0 17 3 59 2 0 0 0 0 33 0 0 20 0 57 1 0 0 0 1 41 0 1 33 2 83 1 0 0 1 2 48 0 0 45 2 101 6 0 0 2 6 151 0 1 115 7 300 1 0 0 0 0 59 0 0 36 3 102 4 0 0 0 2 53 0 1 32 1 97 2 0 0 1 2 52 0 1 31 4 94 0 0 0 0 3 66 0 0 33 3 106 7 0 0 1 7 230 0 2 132 11 399 1 1 0 0 1 48 0 1 74 4 134 0 0 0 0 1 34 0 3 93 4 136 4 0 0 1 1 55 0 1 62 6 131 0 0 0 0 1 52 0 2 64 5 132 5 1 0 1 4 189 0 7 293 19 533 2 0 0 0 1 42 1 1 62 3 115 0 0 0 2 2 49 0 0 70 4 130 0 0 0 0 0 42 0 0 57 6 113 2 0 0 2 0 35 0 1 68 2 111 4 0 0 4 3 168 1 2 257 15 469 22 1 0 8 20 738 1 12 797 52 1701 30.6 11.1 0 88.9 2.6 97.2 0.1 1.4 92.6 6 1.3 0.1 0 0.5 1.2 43.4 0.1 0.7 46.9 3.1 B-2 Average Vehicle Count Location: EB Main/Louisiana Report Period: 10/18/2021 to 10/26/2021 Address: sebastian Total Vehicle Count: 20,555 Speed Limit: 30 Hour Monday Tuesday Wednesday 'Thursday Friday SaturdayISunday Average Average Average Weekda Weekend Week 00-01 4 6 01-02 3 3 02-03 5 4 03-04 I 5 8 04-05 11 9 05-06 35 32 06-07 81 92 07-08 172 110 08-09 208 249 09-10 225 244 10-11 241 269 11-12 261 248 12-13 '-'281 228 13-14 226 H 272 14-15 160 224 15-16 194 212 16-17 204 197 17-18 184 176 18-19 124 134 19-20 77 83 20-21 40 37 21-22 23 23 22-23 9 11 23-24 7 3 (TOTAL: 2,780 2,874 Y 4 5 6 11 3 5 7 6 0 2 1 2 3 2 3 2 11 7 5 7 6 6 7 6 9 8 6 5 6 7 6 7 10 16 14 7 6 12 7 10 38 28 35 20 18 34 19 29 88 89 55 53 46 81 50 72 165 165 179 73 74 158 74 134 226 231 256 138 112 234 125 203 233 243 256 196 157 240 177 222 267 H 254 250 H 258 193 256 226 247 270 237 250 236 H 214 253 225 245 254 247 H 265 236 155 255 196 238 H 271 247 242 183 180 252 182 232 240 201 231 207 166 211 187 204 219 237 211 183 134 215 159 199 241 207 224 148 130 215 139 193 214 193 208 141 125 195 133 177 151 129 181 134 95 144 115 135 92 84 107 114 56 89 85 88 44 63 61 53 35 49 44 481 40 47 35 28 18 34 23 311 7 16 34 32 11 15 22 171 12 7 12 15 3 8 9 81 3,106 2963 3,124 :•.'; 21480 I 1;4,6T „`r;,970 I 2,220 2,753 Generated on October 26, 2021 at 7:19 AM Average Speed 31 32 28 31 30 31 31 31 31 30 31 31 31 31 31 31 32 32 31 30 30 30 31 30 31 85% Speed 34 35 32 351 34 35 35 35 35 35 35 35 35 35 35 36 36 36 35 34 34 34 36 351 361 SafePaceOO Pro by Traffic Logix@ B-8 Average Vehicle Count Location: WB Main st/Louisiana Address: sebastian Speed Liriit: 30 Report Period: 10/18/2021 to 10/26/2021 Total Vehicle Count: 29,187 i Hour Monday �Tuesday�WednesdayThursday Friday I Saturday I Sunday 00.01 11 14 15 0 241 42 34 01-02 26 9 10 0 71 17 7 02-03 8 4 7 0 10 16 13 03-04 4 8 6 0 4 9 1 04-05 10 11 7 0 15 5 4 05-06 21 18 27 0 16 18 22 06-07 69 66 59 56 63 77 19 07-08 154 166 186 280 170 138 75 08-09 120 200 169 160 212 155 55 09-10 183 230 223 290 265 247 183 10-11 289 295 215 258 273 283 250 11-12 72 325 169 452 288 328 H 413 12-13 204 377 338 159 3381 360I 353 13-14 232 344 405 286 3171 311 73 14-15 192 863 209 " 502 110 I 2581 214 15-16 " 448 69 307 140 316 I 316 I 246 16.17 322 94 H 465 102 3351 H 7491 362 17-18 341 r1,014 284 322 "3461 871 139 18-19 272 219 147 450 0 248 25 19-20 186 195 283 0 126 344 138 20-21 72 148 152 129 181 74 163 21-22 62 70 73 78 135 192 118 22-23 47 42 52 97 88 141 78 23-24 16 17 16 58 34 74 46 TOTAL: 3,361 4,798 3,824 3,819 3,673, 4,4891 3,031 Generated on October 26, 2021 at 7:01 AM Average Average Average Weekday Weekend Week 13 38 20 10 12 11 6 15 8 4 5 5 9 5 7 16 20 17 63 48 581 191 107 167I 172 105 153 238 215 232 266 267 266 261 371 292 283 357 304 317 192 2811 375 236 3351 256 281 2631 264 556 3471 461 113 362 218 137 1941 158 241 1821 136 119 131 84 155 104 65 110 781 28 60 37 3,8941 3,7651 3,854, Average Speed 85% Speed 231 28 221 27 231 29 221 27 231 29 21 28 22 27 23 281 22 271 21 26 20 26 21 26 21 271 21 27 22 271 22 271 22 271 23 281 22 271 23 271 23 271 23 291 24 291 24 291 22 271 SafePace® Pro by Traffic Logix® 8-9 Average Vehicle Count Location: NB Louisiana/Palmetto Report Period: 10/18/2021 to 1012612021 Address: sebastian Total Vehicle Count: 2,126 Speed Limit: 30 Hour Monday-ruesday'Wednesday Thursday Friday Saturday Sunday 00-01 n/a 0 0 0 0 0 n/a 01-02 n/a 0 0 1 0 0 n/a 02-03 n/a 0 0 0 0 0 n/a 03-04 n/a 1 1 1 0 0 n/a 04-05 n/a 3 4 4 0 0 n/a 05-06 n/a 0 1 0 0 0 n/a 06-07 n/a 3 2 5 0 0 We 07-08 n/a 8 28 23 0 0 n/a 08-09 n/a 20 26 24 0 0 n/a 09-10 24 11 25 22 0 15 10 10-11 " 42 31 19 35 26 H 35 H 30 11-12 39 27 H 39 H 38 y 601 34 15 12-13 36 H 36 28 32 25 29 19 13-14 15 33 28 32 41 12 121 14-15 21 18 30 34 17 28 91 15-16 24 31 26 31 28 14 n/a 16-17 28 24 27 28 40 20 n/a 17-18 32 22 35 22 27 13 n/a 18-19 13 13 24 13 28 n/a n/a 19-20 10 10 7 6 20 n/a n/a 20-21 3 4 10 3 9 n/a n/a 21-22 6 3 5 4 4 n/a n/a 22-23 1 2 0 3 5 n/a n/a 23-24 1 0 1 3 2 n/a n/a (TOTAL: 295 300 366 364 332 2001 951 Average Weekday n/a 0 n/a 1 3 0 3 15 18 16 31 41 31 30 24 28 29 28 18 11 6 4 2 1 3401 Average Weekend n/a 0 n/a 0 0 0 0 0 0 13 33 25 241 12 191 14 20I 131 n/a n/a n/a n/a n/a n/a 173 Average Week n/a 0 nla 1I 2 0 2 121 14 15 31 36 29 25 221 261 281 25 18 11 6 4 2 1 3101 Average S5% Speed Speed n/a 22 n/a 23 25 25 25 25 26 23 24 25 24 25 24 25 25 24 25 25 26 27 26 24 25 n/a 22 n/a 261 291 251 281 291 30I 291 30 301 30I 30 291 31 30 30 30 30 30 30 30 26I 29 Generated on October 26, 2021 at 9:10 AM SafePace® Pro by Traffic Logix a0 B-10 Average Vehicle Count Location: SBlouisiana/Palmetto Report Period: 10/18/2021 to 10/2412021 Address: sebastian Total Vehicle Count: 3,284 - 1ruY�� IC Speed Lirpit: 30 OcJ!:SYt<. Hour Monday Tuesday Wednesday Thursday Friday Saturday Sunday Average Weekday Average Weekend Average Week Average 85% Speed Speed 100-01 1 1 0 1 5 21 0 2 11 4 19 45I 01-02 1 9 4 0 4I 1I OI 4 1 3 20 39 02-03 3 71 7 4 41 21 51 5I 4 5 35 501 103-04 1 0 3 01 OI OI 1I 0 1 25 491 104-05 8 F-71 OI 1 6 41 OI 0 41 0 3 38 541 105-06 10 10 21 0 OI 211 2 81 12 9 34 441 06-07 10 4 5 5 61 OI 271 61 14 8 13 341 107-08 9 20 12 6 81 31 121 111 8 10 11 141 08-09 20 25 18 20 91 131 181 181 16 18 11 141 109-10 24 25 29 44 28 13 38 30 26 29 11 141 110-11 44 29 28 58 37 22 50 39 36 38 14 141 11-12 42 38 " 49 44 44 25 54 43 40 42 12 141 12-13 41 " 55 47 " n8 H 67 H 29 H 65 58 47 55 13 161 13-14 " 50 H 551 46 56 341 151 37 48 26 42 13 15 14-15 39 401 28 41 211 191 361 341 28 32 121 141 15-16 351 521 36 36 221 121 331 361 23 32 121 151 16-17 291 381 38 37 251 221 181 331 20 30 151 171 117-18 31 521 26 42 311 191 46 36 33 35 17 421 18-19 24 241 28 34 241 231 10 27 17 24 15 171 19-20 12 151 20 32 291 71 17 22 12 19 15 211 20-21 7 71 8 10 141 71 11 9 9 9 11 141 21.22 0 71 1 12 91 41 7 6 6 6 131 141 22-23 151 131 6 6 11I 101 13 10 12 11 281 471 23-24 0 2 17 11 51 81 1 7 5 6 251 481 (TOTAL: 456, 530 475 586 4411 2961 500 497 4061 471 181 281 Generated on October 26, 2021 at 6:50 AM SafePaceO Pro by Traffic LogixO B-11 INDIAN RIVER COUNTY TRAFFIC ENGINEERING ANNUAL TRAFFIC COUNTING PROGRAM 2020 TRAFFIC VOLUME REPORT SANDS. ..::; ` r'>r';':::=:::.:.:-°1; ;i,-;.':; ;:: '':: =`; HISTORICAL DATA IW;THO.0' 2020 2017 2018 2019 % Difference COUNT 2019 ADJST LINK ON -STREET FROM -STREET TO -STREET AADT AADT AADT 2019-2020 DATE ADT N/E SAV AADT FACT. 10111 SR. AIA, S. COUNTY LINE S. VB CITY LIMIT 13,740 11,041 10,795 2.40% 1/8'2020 11,054 5,452 5.602 0 0.99 111211 SR. AIA. S. VB CITY LIMIT 17th STREET 13,748 11.041 10,795 2.40% U8/2020 11.05.1 5.452 5,602 10 Q43 0.99 1031) Sit. 111.%. 17th S7'REE'I' RIOMAR DRIVE 14,134 15.369 15,275 3.80% 1,82020 13.8" 7.953 7.902 15.696 0.99 1035 SIt. AIA, RIOMAR DRIVF. SR. 60 0 0 14,271 7.15% 1/8 2020 15,292 7.758 7.534 15,139 0.99 1041) SIt. AIA. SR. 60 FRF.D TUF,RK RD 16,502 17,790 17,545 -13.06% IiQ020 15.254 7.544 7.710 15,101 0.99 1061) SIt. A IA. FRFI) TUE RK RD OLD WINTER BCII 111) 7,623 10,790 10,786 -13.57% 1/8/2020 9.322 4,607 4.715 9,229 0.99 1071) SR. AIA, OLD WINTER BCII RD N. IRS LIMIT 8,186 8.431 8,799 4.60% 1/8/2020 8.394 4.199 4.196 8.310 0.99 11180 SR. AIA. N. IRS LIMIT CR.510 8,186 8.4.11 8,799 4.60% 118'2020 8.394 4,198 4.196 8.310 0.99 1090 SR. AIA. C'R.510 N. COUNTY LINE 5,314 5,623 5,520 -9.31% 118!2020 5.006 2,487 2.520 4.956 0,99 11111 INDIAN RIVER BLVD 41h ST riv US.1 121h STREET 17,3R5 20,511 1R,082 19.02% 2i26/2(120 21.522 10.539 10.993 19.724 0.87 1120 INDIAN RIVER IILVD 12th STREET S. VB CITY LIMIT 23,827 27,98.9 24,634 14.91% 2/26/2020 28,307 14.201 14.106 24.627 0,87 1130 INDIAN RIVER BLVD S. 1'B CITI' LIMIT 17th STREET 23,827 27,985 24,634 14.91% 2/26/2020 28,307 14,201 14.106 24,627 Q.R7 1140 INDIAN RIPER IILVD 17th STREET TARPON DR 21,091 27,645 24,966 12.20% 2/26/2020 28,013 13.347 14.666 24.371 0.87 1145 INDIAN RIVER IILVD 'TARPON DR 21st STREET 25,136 29.475 26,094 10.29% 3/3/2020 28,779 13,870 14.909 25.038 0,87 1151) INDIAN RIVER BLVD 21st STREET ROYAL PALM 29,803 35.311 29.661 13.90% 3/3/2020 33.783 16.567 17.217 29.391 0.87 1155 INDIAN RIX'F.R BLVD ROYAL. PALM MR. BRIDGE 31,270 37,330 33,275 13.16% 2/18/2020 37,655 18,620 19.035 12.760 0,87 1160 INDIAN RIVER BLVD MB. BRIDGE 37th STREET 26,548 29,066 26.165 12.99% 2/26/2020 29,565 14,300 15.265 25,722 0.87 1170 INDIAN RIVER BLVD 37th STREET US.1 ra) 53 ST. 15,945 12,790 12,927 12.94% 3/11/2020 14,600 7.149 7.451 12,702 0.87 1305 US. 1. S. COUNTY LINE OSLO RD. 27,860 29,306 28,42S 12.46% 1/22/2020 31,966 16.038 15.928 29.729 0.93 1310 US, I. OSLO RD. 4thST.(eeIR.BLVD 32,540 29,306 33,703 12.71% 1/22/2020 37.985 19.110 18,875 35.326 0.93 1315 US. 1. 41hST(a,IR.BLVD 8th STREET 23,686 27,133 22,162 8.36%., 1/28/2020 24,014 10,643 13.372 21,853 0.91 1321) US. 1. 8th STREET 12th STREET 24,639 28,832 23,947 .9.10% 1/22/2020 26.126 13.113 13.014 24.297 0.93 1325 US. 1. 121h STREET 17th STREET 25,215 29,306 24,248 14.90% 1/28/2020 27,960 13.371 14,489 25,353 0.91 1335 IIS. 1. 171h STREET SR. 60 23,877 27.133 22,962 9.58% 2/5/2020 25.162 12.880 12.282 22.646 0.90 1340 US. 1. SR. 60 23rd STREET 17,570 20.228 16.951 10.20% 1/28/2020 18.680 9.492 9,189 16.999 0.91 1345 US. 1. 23rd STREET 26th STREET 15,446 22,547 19,517 8.87% 1/28/2020 21.249 11.526 9.723 19.337 0.91 1351) US. 1. 26th STREET AVIATION BLVD 22,376 26,425 22,951 11.15% 1/29/2020 25,510 12,712 12.799 23,214 0.91 1351 US. I. AVIATION BLVD 37th STREET 30,5911 34,944 31,288 12.23% 2/5/2020 35.115 17,533 17.582 31,604 0.90 1355 US. 1. 37th STREET H OLD DIXIE WY 26,750 129,429 26,606 11.23% 2/5/2020 29.595 14.680 14,915 26,636 0.90 1361) US. I. OLD DIXIE HWY 41st STREET 24,088 26,543 23,536 10.31% 2/5/2020 25.963 13.335 12.629 23.367 0.91) 1365 US. 1. 41s1 STREET 45th STREET 22.955 26,029 23,404 11.53% 2/5/2020 26.103 13,369 12.734 23,493 0.90 1370 US. I. 451h STREET 49th STREET 23,484 26,255 21,804 19.50% 2/12/2020 26.056 13,125 12,931 22.929 0.99 1375 US. 1. 49th STREET 6-5th STREET 23,960 29,260 24.951 16.30% 2/12/2020 29.018 15,547 14.472 25.536 0.88 1381) US. I. 65th STREET 69th STREET 22,521 28,199 23,938 21.22% 2/12/2020 29.018 15.547 14.472 25.536 0.88 1385 US. 1. 691h STREET CR510 20,406 2B,353 22,763 20.92% 2/12/2020 27.525 13.754 13,771 24,222 0.88 1390 US. I. CR510 SCHUMANN DR 22,079 28.619 22,738 21.26% 2/12/2020 27,571 13.906 13.666 24.262 0.88 1195 US. I. SCIIUMANN DR CR. 512 23,735 28,S97 23,379 16.75% 2/12/2020 27.29.5 13.4.19 13,857 24.020 0.89 1400 US. I. CR. 512 JACKSON ST. 24,261 28,469 23,858 15.41% 3/11/2020 27.535 13.539 13.997 23.955 0.87 1405 US. 1. JACKSON ST. ROSELAND RD 26,611 29,187 23,S70 20.30% 2/19/2020 28,355 13.993 14.362 24.669 0.87 1410 US. 1. ROSELAND RD N. COUNTY LINE 23,794 26,900 24.140 10.81% 2/19/2020 26.749 13.319 13.431 23.272 0.87 1510 SCHUMANN DR CR.510 t?a, 66AV BARBER ST. . , 0 16111 ROSELAND RD Cit. 512 N. SEB CTY L IM 8,986 9,227 9,248 10 90% 2/18/2020 10,256 5,321 4.936 8.923 0.87 1621) ROSELAND RD N. SEB CTY LIM US. 1. 9,S08 11,188 12,397 -28.51% 10/14/2020 8,863 4,510 4,353 9.040 1.02 9080 CR. 512 SR. 60 FELLSMERE 1,134 1,221 2,783 -60.22% 10,114/2020 1.107 5514 550 1.063 0.96 1714) CR.512 FELLSMERE 1-95 10,905 12,138 13,075 -8.80% 10/14i2020 11,925 6,015 5.910 11,449 0.96 1721) CR.512 1-95 CR.510 17,218 17.132 18,733 -100.00% 1) B-12 I�DL\X RIVER C'OUNTN' TRAFFIC ENGINEERING ANNUAL TRAFFIC COUNTING PROGRAM 2020 TRAFFIC VOLUME REPORT HISTORICAL DATA'IN THOUSANDS 2020 2017 2018 2019 % Difference COUNT 2019 ADJST LINK ON -STREET FROM -STREET TO -STREET AADT AADT AADT 2019.2020 DATE ADT N/E SAY AADT FACT. 1731) (11.512 CR. 5111 ROSELAND RD 20,147 19,731 20,652 -100.00% II 1741) CR. 512 ROSELAND RD BARBER ST. 15,4136 14,549 15,920 -100,00% 0 1741 Cit. 512 BARBER ST. FLLMING 15,202 13,753 14,560 -100.00% 0 1742 ('It. 512 FLE PIING EASY ST. 15,369 13,113 15,005 -100.00% 0 1743 CR. 512 EASYST. DELAWARE 14.703 12,751 14,113 -100.00% 0 1751) ('11.512 DFLAWARF, US. 1. 14,OB6 12,733 13,681 -100.00% 0 9075 CR. 511) CR. 512 871h STREET 13,186 13,612 12,826 -1.89% 10/14/2020 12,583 6.302 6,281 12.835 L02 1811) CR. 511) 87(h STREET 66th AV 12,578 13,356 12,397 -2.07% 10/14/2020 12.140 6.102 6,039 12.383 1.02 1821) CR. 510 66th AV 58th AV 11,923 12,628 12,135 -11.22% 10/14/2020 10,774 5,645 5.129 10.989 1.02 1830 CR. 510 581h AV US. 1. 13,320 13,741 13,887 -10.01% 10/14i2020 12,497 6.868 5.629 12.747 1.02 1840 CR. 510 US. 1. SR. AIA 14.319 16,436 12,172 -0.02% 10/14/2020 12.169 6,102 6,068 13.264 1.09 1905 SR. 61) COUNTY LINE CR. 512 4,718 7,437 3,866 -100.00% 0 1907 SR. 60 CR. 512 98th AV 5,940 7,385 6,184 -100.00% [) 1911) SR. 61) 98th AV 1-95 14,309 16,871 13,690 -100.00% 0 1915 SR. 60 1-95 82 AV 29.473 31,729 28,704 -100.00% [1 1921) SR. 60 82 AV 66th AV 26,476 29,601 27,074 -100.00% 1) 1925 SR. 60 66th AV 581h AV 32,099 33,424 33.357 -100.00% 0 1930 SR. 60 581h AV 43 AV 34,130 33.831 32,268 -100.00% 0 1935 SR. 60 43 AV 27th AV 29,268 29,666 29,389 -100.00% 0 1941) SR. 60 27th AV 20th AV 24,529 23,991 24,680 '-100.00% - 0 1945 SR. 60 201h AV OLD DIXIE HWY 22,398 22,231 18,627 -100,00% 0 1950 SR. 61) OLD DIXIE HWY IOth AV 19,199 19,542 18,040 -100.00% 0 1955 SR. 60 101h AV US. I. 17,200 16,336 12,519 40.47% 3/11/2020 17.585 10.306 7,279 16,354 0.93 1960 SR. 61) US. 1. INDIAN RIVER BLD 9.782 10,464 9,442 15.24% 3/3/2020 10.991 6.431 4,451 9.466 0.87 1965 SR. 60 INDIAN RIVER BLD ICwW 2S,213 27,930 24,397 14.30% 2/26/2020 27,886 13,401 14,485 24,261 0.87 1970 SR. 61) ICWW SR. AIA 18,519 20,595 18,175 6.99% 3/3/2020 19,446 9.769 9,678 16,918 0.87 1975 SR. 61) SR. AIA OCEAN DR. 10,445 9,BS2 9,338 17.24% 3/11/2020 10.948 5.977 4.971 9,525 0.87 50111 16th STREET 741h Ave 82nd Ave 4,536 2,668 2,223 -3.64% 9/30/2020 2,142 846 1,297 2,292 1.07 2010 161h STREET 661h AV 74th AV 1,966 4,637 4,691 4.33% 9/30/2020 4.488 2.100 2,388 4.802 1.07 2020 161h STREET 581h AV 43 AV 4,727 4,590 4,982 -27.24% 9/30/2020 3.625 1,508 2.110 3.879 1.07 2030 16th STREET' 43 AV 27th AV 7,110 8,233 7,038 -15.06% 9/30/2020 5.979 2.714 3,264 6.396 1.07 2040 161h STREET 27th AV 201h AV 8,5S1 8,630 7,429 3.96% 9/30/2020 7.723 3.497 4,226 8,264 1.07 2050 16th STREET 20th AV OLD DIXIE HWY 10,598 11,171 11,B62 -12.86% 9/30/2020 10.337 4.882 5.455 11,061 1,07 2060 161h/17(h ST OLD DIXIE HWY US. 1. 14,686 9.411 10,006 -11.28% 9/30/2020 8.949 4.46.1 4,486 9.374 1.07 2110 17th STREET US. I. INDIAN RIVER BLD 0 10,428 10,492 -17.28% 9/30/2020 8.679 3.869 4.810 9.894 1.14 2120 171h STREET INDIAN RIVER BLD Sit. AIA 0 21,002 21,909 -10.66% 10/7/2020 19,573 9.921 9,652 21,726 1.11 2210 12th STREET 82 AV 741h AV 2,194 704 925 -32.11% 9/15/2020 628 318 311 697 I.I 1 2215 121h STREET 661h AV 581h AV 0 1,960 1,492 -5.70% 9/23/2020 1.407 703 704 1,534 1.09 1221) 12th STREET 58th AV 43 AV 5,436 5,292 S,489 -9.60% 9/23/2020 4.962 2.122 2,840 5.409 1.09 22.10 12th STREET 43 AV 271h AV 7,467 7.592 7,225 -10.57% 9123/2020 6.461 3.415 3,046 7.042 1.09 2240 12th STREET 271h AV 201h AV 9,280 9,515 10,395 -17.21% 9/23/2020 9.606 4.072 4,i 34 9.381 1.09 2250 12th STREET 20th AV OLD DIXIE IIWN' 10,612 11,316 11,841 -14.96% 9/23/2020 10,070 4.804 5.267 10976 1.09 2261) 121h STREET OLD DIXIE. HWY US. 1 14,729 8,509 14,737 -11.95% 9i23/2020 12.976 6,194 6,792 14,144 1.09 9025 12111 STREET US. 1 1R. BLVD. 7,344 7,184 7,201 -17.05% 9/23/2020 5.973 3,052 2.921 6.929 1.16 2305 OLD DIXIE HWY S. COUNTYLINE OSLO RD. SAM 5.151 5,318 17.07% 1i2812020 6.226 2.861 3,365 5.852 0.94 2310 OLD DIXIE HWY OSLO RD. 41h STREET 7,343 7,167 7,657 8.82% U28'2020 9.332 3.865 4.467 7.8.12 0.94 6-13 FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2020 HISTORICAL P.ADT REPORT COUNTY: 88 - INDIAN RIVER SITE: 9150 - MAIN ST FROM US 1 TO FLEMING ST (COUNTY LINK: 9150) YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR ---- 2020 ---------- 1050 ------------ R E 450 ------------ W 600 --------- 9.00 -------- 51.30 -------- 8.80 2019 1100 T E 450 w 650 9.00 51.00 13.10 2018 1100 S E 450 w 650 9.00 52.30 3.80 2017 1100 F E 450 W 650 9.00 50.90 5.40 2016 1100 C E 450 w 650 9.00 51.80 8.20 2015 5500 V E 2600 W 2900 9.00 51.80 3.90 2014 5500 R E 2600 W 2900 9.00 51.70 5.30 2013 5500 T E 2600 W 2900 9.00 50.80 3.00 2012 5500 S E 2600 W 2900 9.00 55.20 4.00 2011 5500 F E 2600 W 2900 9.00 55.70 6.40 2010 5500 C E 2600 w 2900 10.00 54.79 4.00 2009 6900 C E 3600 W 3300 9.97 55.49 6.40 2008 6900 C E 3300 w 3600 10.08 55.82 4.70 AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; R = FOURTH YEAR ESTIMATE V = FIFTH YEAR ESTIMATE; 6 = SIXTH YEAR ESTIMATE; X = UNKNOWN *K FACTOR: STARTING WITH YEAR 2011 IS STANDARDK, PRIOR YEARS ARE K30 VALUES B-14 FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2020 HISTORICAL AADT REPORT COUNTY: 88 - INDIAN RIVER SITE: 0036 - HIGH ST NORTH OF SEBASTIAN BLVD(EB) YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR ---- 2020 ---------- 700 ------------ F N 350 ------------ S 350 --------- 9.00 -------- 51.30 -------- 5.40 2019 700 C N 350 S 350 9.00 51.00 5.40 2018 850 S N 400 S 450 9.00 52.30 5.10 2017 850 F N 400 S 450 9.00 50.90 5.10 2016 850 C N 400 S 450 9.00 51.80 5.10 2015 750 C N 350 S 400 9.00 51.80 36.00 2014 250 S 9.00 51.70 5.30 2013 250 F 0 0 9.00 50.80 3.00 2012 250 C N 0 S 0 9.00 55.20 4.00 AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; R = FOURTH YEAR ESTIMATE V = FIFTH YEAR ESTIMATE; 6 = SIXTH YEAR ESTIMATE; X = UNKNOWN *K FACTOR: STARTING WITH YEAR 2011 IS STANDARDK, PRIOR YEARS ARE K30 VALUES B-15 91-8 IXI*NOSVSSXd 1088 b QdflOE8 EO:OE=OT TZOZ-SS3-LZ NOSVES NVEd S6'0 88'0 OZOZ/TE/ZT - OZOZ/LZ/ZI ES 66'0 Z6'0 OZOZ/9Z/ZT - OZOZ/OZ/ZT ZS EO"T 96'0 OZOZ/6T/ZT - OZOZ/ET/ZT IS VO'T L6'0 OZOZ/ZT/ZT - OZOZ/90/ZT OS SO'T 86'0 OZOZ/SO/ZT - OZOZ/6Z/TT 6b 90'1 66'0 OZOZ/8Z/TT - OZOZ/ZZ/TT 86 80'T 00'T OZOZ/TZ/TT - OZOZ/ST/TT Lb 80'T 00'T OZOZ/bT/TT - OZOZ/80/TT 96 90'1 66'0 OZOZ/LO/TT - OZOZ/TO/TT Sb 90'T 66'0 OZOZ/TE/OT - OZOZ/SZ/OT t16 SO'T 86'0 OZOZ/bZ/OT - OZOZ/8T/01 Eb SO'T 96'0 OZOZ/LT/01 - OZOZ/TT/OT Zi, 90'1 66'0 OZOZ/OT/OT - OZOZ/60/OT It, 80'T 00'T OZOZ/EO/OT - OZOZ/LZ/60 Ob 80'T 00'1 OZOZ/9Z/60 - OZOZ/OZ/60 6E 60'1 TO'T OZOZ/6T/60 - OZOZ/ET/60 8E 60'T TO'T OZOZ/ZT/60 - OZOZ/90/60 LE OT'T ZVI OZOZ/90/60 - OZOZ/OE/80 9E OT'T ZO'T OZOZ/6Z/80 - OZOZ/EZ/80 SE TT'T EO'T OZOZ/ZZ/80 - OZOZ/9T/80 VE TT'T EO'T OZOZ/ST/80 - OZOZ/60/80 EE TT'T EO'T OZOZ/80/80 - OZOZ/ZO/80 ZE ZT'T b0'1 OZOZ/10/80 - OZOZ/9Z/LO TE ZT'T b0'T OZOZ/SZ/LO - OZOZ/6T/LO OE ZT'T D0'T OZOZ/81/LO - OZOZ/ZT/LO 6Z TT'T EO'T OZOZ/TT/LO - OZOZ/SO/LO 8Z OT'T ZO'T OZOZ/VO/LO - OZOZ/8Z/90 LZ 60'T TO'T OZOZ/LZ/90 - OZOZ/TZ/90 9Z 80'T 00'1 OZOZ/OZ/90 - OZOZ/6T/90 SZ 60'T TO'T OZOZ/ET/90 - OZOZ/LO/90 VZ TT'T EO'T OZOZ/90/90 - OZOZ/TE/SO EZ ZT'T tO'T OZOZ/OE/SO - OZOZ/VZ/SO ZZ bT'T 90'T OZOZ/EZ/SO - OZOZ/LT/SO TZ ST'T LO'T OZOZ/9T/SO - OZOZ/OT/SO OZ ZZ'T ET'T OZOZ/60/SO - OZOZ/EO/SO 6T 6Z'T OZ'T OZOZ/ZO/SO - OZOZ/9Z/v0 8T SE'T 9Z'T OZOZ/SZ/60 - OZOZ/6T/b0 LT Zb'T ZE'T OZOZ/8T/VO - OZOZ/ZT/V0 9T EE'T T7Z'T OZOZ/TT/VO - OZOZ/SO/V0 ST SZ'T 9T'T OZOZ/VO/60 - OZOZ/6Z/EO bT 9T'T 80'T OZOZ/8Z/EO - OZOZ/ZZ/EO ET* 80'T 00'T OZOZ/TZ/EO - OZOZ/ST/EO ZT* b0'T L6'0 OZOZ/VT/EO - OZOZ/80/EO TT* 10'T b6'0 OZOZ/LO/EO - OZOZ/TO/EO OTC. 66'0 Z6'0 OZOZ/6Z/ZO - OZOZ/EZ/ZO 6 96'0 68'0 OZOZ/ZZ/ZO - OZOZ/9T/ZO 8 Z6'0 98'0 OZOZ/ST/ZO - OZOZ/60/ZO L b6'0 L8'O OZOZ/80/ZO - OZOZ/ZO/ZO 9 b6'0 L8'O OZOZ/TO/ZO - OZOZ/9Z/TO S S6'0 88'0 OZOZ/SZ/TO - OZOZ/61/TO V S6'0 88'0 OZOZ/81/TO - OZOZ/ZT/TO E 66'0 Z6'0 OZOZ/TT/TO - OZOZ/SO/TO Z EO'T -------------------------------------------------------------------------------- 96'0 OZOZ/60/TO - OZOZ/TO/TO T 3OSd 3S SS.LfIQ Mass E6'0 :3O0W S 6 I Ol T Sfl 30 M-' NSJ 1088 = )M9S,LVD qIK :SdXJ, ,LEOdSH - ,LHOdSE XHOOSIVD E01O'd3 NOSVES MVSd 0ZOZ Links Maintenance Report C7DI, 05 .._nks Ma?n;uriancu F�pc:, „iNK, ..ESCP.:P^i^.!3 CAPACITY CURRENT TOTAL @0 1 E-,TE.i DEMAN AVAILABLF- CAPACITY 1014Ol.I S.R. AIA//S. COUNTY LINE//S. VB CITY L 924 56f 4 572 3`:2 61.9 1C'lOS S.R. A1A//S. COUNTY LINE//S. VB CITY L 924 63L 633 2G1 68.5 i020k S.R. AIA//S. VB CITY L//I7TH STREET 1,144 5E8 0 568 516 49.7 1020S S.R. PIA//S. VB CITY L//I7TH STREET 1,201 E32 C 632 569 52.6 M ON S.R. AlA//I7TH STREET//S.R. 60 924 7i6 4 720 204 78.0 1030S S.R. AlA//17TH STREET//S.R. 60 924 964 _ 967 -43 104.6 104ON S.R. Alin//S.R. WIN. VB CITY I, 1,144 412 _ 913 2=1 79.8 i040S S.R. AIA//S.R. 60//N. VB CITY L 1,144 1,014 5 11019 125 89.0 105ON S.F. AiA//N. VB CITY I,//FRED TUERK RD 924 74'? 0 747 117 80•8 1050S S.F. A1A//t:. VB CITY L//FRED TUERK RD 924 822 C 822 1C2 $$,9 106ON S.R. AIA//FRED TUERK RD//OLD WINTER BCH RD 924 5c,2 C. 562 ?42 63.0 106CS S.R. Ain//FRED TUERK RD//OLD 4II14TER BCH RD 924 629 0 629 2?5 68.1 1070N S.R. Airs//OLD WINTER BCH RR//N. IRS L 1,190 577 0 577 613 48.5 1070S S.R. AIA//CLD WINTER BCH WIN. IRS L 1,190 442 ^ 442 74? 37.1 104ON S.B. A1A//I:. IRS L//C.R. 510 1,190 577 597 5O3 50.2 108GS S.F. AIA//N. IRS L//C.R. 510 1,190 442 20 462 72.5 38.8 1090N S.R. AIA//C.R. 510//N. COUNTY LINE 1,190 276 1: 294 856 24.7 109QS S.R. AIA//C.R. 510//N. COUNTY LINE 880 3A1 14 395 4�5 44.9 111Oi: INDIAN RIVER BD.//4TH ST @ US 1//12TH 11960 654 C. 694 1,2E6 35.4 IIIOS INDIAN RIVER BD.//4TH ST @ US 1//12TB 1,,960. 1,277 0 1,277 683 65.1 1120N INDIAN RIVER BD.//i2TII STREET//S. VB CITY L 1,960 1,015 0 1,015 945 51.8 -120S INDIAN RIVER BD.//12TH STREET//S. VB CITY L 1,960 1,650 (' 1,650 3110 84.2 !I --'ON INDIAII FIVER BD.//S. VB CITY L//17TH STREET 1,960 1,015 1,016 944 51.9 1130S INDIAN RIVER BD.//S. VB CITY L//17111I STREET 1,89Q 1,650 0 1,650 240 87.3 114ON INDIAN RIVER BD.//17TH STREET//21ST STREET 1,960 1,036 _ 1,036 924 62.9 11.90S INDIAII FIVER BD.//17TH STREET//21ST STREET 1,960 1,542 0 1,542 419 78.7 1150E INDIAN RIVER BD.//21ST STREET//S.R. 60 2,100 1,383 0 1,383 717 65.9 II50S INDIAN RIVER BD.//21ST STREET//S.R. 60 2,100 1,599 1,600 500 76.2 II6ON INDIAN RIVER BD.//S.R. 60//NORTH V8 CITY L 1,960 1,236 0 1,236 724 63.1 1160S INDIAII RIVER BD.//S.R. 60//NORTH VB CITY L 1,800- 1,421 _ _ 1,424 3-16 79.1 117ON INDIAN RIVER BD.//NORTH VB CITY L//US 1 .1,890 762 0 762 1,128 40.3 1170S INDIAII RIVER BD.//NORTH VB CITY L//US 1 1,960 625 28 653 1,307 33.3 121ON I-95//N. COUNTY LINE//C.R. 512 2,980 2,328 0 2,328 653 78.1 12-OS i-95//II. COUNTY LINE//C.R. 512 2,980 2,043 0 2,043 938 68.5 1220II i-95//C.R. 512//S.R. 60 2,990 2,328 0 2,328 653 78.1 1220S I-95//C.R. 512//S.R. 60 2,980 2,043 0 2,043 938 68.5 123014 1-95//S.R. 60//CSLO RD 2,980 2,070 0 2,070 910 69.5 ._30S .-F-5//S.R. 60//CSLO RD 2,980 _,980 1,980 i3Ot'0 66.4 124ON :-95/ICSL0 RD//S. COUNTY LINE 2,980 2,070 _ 2,071 9C4 69.5 124C'iS I-95//OSLO RD//S. COUNTY LINE 2,980 11980 0 1,980 1, 0('0 66.4 1305N LI.S. 1//S. COUNTY LINEI/OSLC RD 1,960 1,298 22 1,320 640 67.3 :305S U.S. 1//S. CCUNTY LINE//OSLO RD 1,960 I,722 14 1,736 224 88.6 C'N U.S. 1//CSL0 RD//4TH ST @ IR BLVD 2,940 1,419 12 1,431 1.5C9 48.7 131GS U.S. i//CSLO FD//4TH ST @ IR BLVD 2,940 2,075 2,077 8E:3 70.7 5:, U.S. 1//4TH ST @ IR BLVDI/8TH STREET 2,000 1,017 0 1,017 9E4 50.8 `z U.S. ://4TH ST C+ IN BLVD//ffTH STREET 2,000 ^ ,•,69 ,4 _. 73.5 STREET//12TH STREET 1,960 _1045 1,045 9:5 53.3 :32CS U. i//STY STREET//12TH STREET 1,960 1,280 `; 1,280 6:0 65.3 t'.!. 1//i=TH STREET!/S. VB CITY L 1,630 11219 1,219 4:1 74.8 _ .. .. 1//12sH STREET//S. VB CITY L 1,630 1,4:2 1,412 2:. 86.7 .//S. i+i5 CITY L//I7TH STR ET 1,770 1,7z, 1,193 5c7 66.8 ,.._. 11/S. 116 CITY L//I7TH STREET 1,770 1, 250 1,250 520 70.6 f. lI/i7TIt STREET//S.R. 60 1,500 1,14; . l,i5o' 3=: 77.1 STREET//S.R. 60 1,500 ,0•°' 1,097 4:3 72.5 :! IS. R. a'0//RC'AL PALM FL 1,500 791 52.7 . .4 nS .... i/IS. R. %0//ROYAL PALM PL 1, 5QQ 84C' % 246 64 56.4 3 4 L-N :i . S . l / / ROYAL PALM aL/ /ATLAI:TIC BLVD 2,116 7 ,vCE. 1, ! 4 2 1 48.4 5, t ... . / /F.,YAL PALX BLVD 1,770 902 Z.50.9 :IJV:T1C. BLVD//f2. VE CITY L 2, 322 _, 106 _. 1,126 1, l 48s r r•;. ;i/ATLAiiTiC _LVD/!N. VB CITY I. 2,010 1, 17(' 1 1, 180 58.7 `.:. ..... i//N. VE CITY L//OLD DIXIE H:•:Y 2,320 1 5C 1,571 - 4i 67.7 -- :-- ::.... C:T. LIICLD DI:•:IE fIF:Y 2,010 _,_.-, - 1,233 61.4 :!� _ ......� H24Y//4iS- STREET 2,586 ,4,: _ 1,500 1,C. 58.0 Ci:.:E FWV//4lST STREET 2, 01.0 j , QOf' _ 1,012 60.4 _..., :S- :•TREE-//45-H ST=.EE- 2,352 , , ••- _ 1,454 -. 61.8 4'_ ST s-:,- T//45T.. STF_ 2,010 :' 1,9Ob 50.2 --..: -4-:: S-F.EE-//,S;H STFEE7 ,Z4.1 _,•_:_ _. _,435 60.2 •... :i/45Tj9 .?T_... 2,OI0 F-12 _,C': . 45.4 :: ... ;S-H- E_.IIS 2, �,69 i 65.3 -- - _ :: ._7-_--/.e5-: S-F_ - 2,010 :,,.. 1,041 51.8 1 1,567 59.6 =Ei l,gC,0 r'C:.- 1,019 52.0 B•17 Links Maintenance Report CUPR905' - Lini:s Maint„nance R.eno:t d ..:1:.. DESCRI e T ICON CAPACITY = = TOTAL 60 • UE.MAtiD AVAILABI r CAPACITY 13�51v U.S. 1//69TH STREET//OLD DIXIE HWY 2,648 1,44'; 1,465 1,183 55.3 1355S U.:'. 1//69TH STREET//OLD DIXIE HWi 1,960 11009 951 51.6 39C•: U.5. 1//CLD DIXIE HWY//SCHUMANIN CF. 2,210 1,350 860 61.1 139OS U.S. 1//CLD DI::IE FWMSCHUMANN DR 1,960 1,108 852 56.5 1395I4 U.S. 1//SCHUMANN DR//C.R. 512 1,960 1,3:4 a 1,304 656 66.5 :395S U.S. 1//SCHUMANN DR//C.R. 512 11960 ,'_=•; 1,144 816 58.4 14CON U.S. 1//C.R. 51;//2i. SEE CITY L 1,630 :i: 1,316 -14 80.7 1400S U.S. 1//C.R. 512//N. SEE CITY L 1,712 1,1i :5 1,134 578 66.2 1405N U.S. 1//N. SEB CITY L//ROSELAND RD 1,960 1,1`:: (, 1,157 803 59.0 :4055 U.S. 1//N. SEB CITY L//ROSELAND RD 1,960 _,__ 1,157 t03 59.0 :41Cl, U.S. 1//ROSELAND RD//N. COUNTY LINE 1,960 .. 1,141 58.2 1.110S U.S. 1//ROSELAND RD//N. COUIiTY LINE 1,960 964 996 49,2 151ON SCHUMANN DR//C.R. 510 @ 66TH AVE//S. SEB 880 5C1 (. 507 373 57.6 1510S SCHUMANN DR//C.R. 510 @ 66TH AVE//S. SEE 880 317 563 36.0 152014 SCHUMANN DR//S. SEB CITY L//U.S. ; 880 _.: 310 570 35.2 1520S SCHUMANN DR//S. SEB CITY L//U.S. 1 880 ii l' 231 649 26.3 1610N ROSELAND RD//C.R. 512//N. SEB CITY L 880 C. 372 508 42.3 1610S ROSELAND RD//C.R. 512//N. SEB CITY L 880 - "1 450 430 61.1 1620N ROSELAND RD//N. SEB CITY L//U.S. 1 890 4%: % 471 409 63.5 1620S ROSELAND RD//N. SEB CITY L//U.S. 1 880 765 115 86.9 1710E C.R. 512//S.R. 60//I-95 880 5Eu it 580 300 65.9 171OW C.R. 512//S.R. 60//1-95 11190 382 308 74,1 1720E C.R. 512//I-95//C.R. 510 1,960 -. 921 1,039 47.0 1720W C.R. 512//I-95//C.R. 510 1,890 981 909 51.9 1730E C.R. 512//C.R. 510//W. SEB CITY L 1,960 96" 0 967 993 49.3 173OW C.R. 512//C.R. 510//W. SEB CITY L 1,960 1,C05 0 1,005 955 61.3 1740E C.R. 512//W. SEB CITY L//ROSELAND RD 1,960 73-: 0 737 1,223 37.6 1740W C.R. 512//W. SEB CITY L//ROSELAND RD 1,960 760 0 760 1,200 38.8 1750E C.R. 512//ROSELAND RD//U.S. 1 1,960 553 0 553 1,407 28.2 1750W C.R. 512//ROSELAND RD//U.S. 1 1,960 73C 0 736 1,224 37.5 1810E C.R. 510//C.R. 512//66TH AVE 880 471, 44 515 365 58.6 181011 C.R. 510//C.R. 512//66TH AVE 880 6..5 0 765 115 86.9 1420E C.R. 510//66TH AVE//58TH AVE 880 432 35 467 413 53.1 182OW C.R. 510//66TH AVE//56TH AVE 880 74F 14 762 118 86.6 1830E C.R. 510//58TH AVE//U.S. 1 880 57`: 25 599 281 68.1 1OW C.R. 510//58TH AVE//U.S. 1 860 '81 26 808 72 91.8 1840E C.F. 510//U.S. 1//S.R. AIA 2,049 629 61 690 1,359 33.7 140i. C.R. 510//U.S. 1//S.R. AIA 2,049 °LC' '. 4 1,034 1,015 50.5 1°C5E S.R. 60//W. CCUI4TY LINE//C.R. 512 2,660 _._ C 269 2,391 10.1 i9C51W S.F. 60//W. COUNTY LINE//C.R. 512 2,660 _ C 138 2,522 5.2 1907E S.R. 60//C.R. 512//100TH AVE 1,890 44 0 443 1,447 23.4 ^7i•; S.R. 6O//C.R. 512//IOOTH AVE 1,890 ___ I 232 1.65q 12.3 S.F. 60//100TH AVE//I-95 1,960 4 641 1,319 32.7 19:Cl. S.F. 6G//I00TH AVE//1-95 1,960 "-" iC' 887 1,073 46.3 19: `,E S.R. 6O/1I-95//8211D AVE 2,680 1 , '-4-- 1,199 1, 481 44.7 ' c' �i•; S.R. c0//I-95//62NC AVE 2,680 7, ... , 1,472 1, 208 54.9 -.... c0//�2ND AVE//CETH AVE 2,940 :, 1,085 ,"`' 36.9 _ F. C0//6CND AVE//66TH AVE 2,940 ---. 1,278 ',6E2 a3.s 1'25E `•.R. 60//66TH AVE//58TH AVE 2,940 4 4i•+ 1,506 1,432 51.3 %5:. _.... 6O/!66TH AVE//56TH AVE 2,940 1,527 1,413 51.9 _ F.F. 60//5ETH AVE//43RD AVE 2,940 4 1,513 1,42 51.4 is _.R. 60//°6TH AVE//43RD AVE 2,940 1,486 1,454 60.5 14 F.R. EO//43RD AVE//27TH AVE 2,940 :,-' 1,309 1,631 44.5 ..F. cC/!43RD AVE//27TH AVE 2,940 _,4:` 1,426 14 4$.5 r,. EJ!l�7TH AVE //20TH AVE 2,940 :. 1,099 `4: 37.4 t: _.... �i,!!_7 ':H AVE1 2CTH AVE 2,940 __. : 1,214 -=F 41.3 _ _... Go//_oTtl ;;JE//cLD D:::IE HvY 3,396 941 _, 455 27.7 W .. -Ll CTH AVE/lcLa DI:•:IE ;l�;Y 3, 39E 986 -, 4 0 29.0 _ .... c.,.CLC _.:::E 3i:i/l:JTH -.Vc 3,396 :, 1,007 29.7 ... __, ,.._ i.'::::E HIi'i!/;,JTH ._.._ 7, 396 - 774 E=_ 22.8 ..F.. <C//10TH AVE//U.S. 3,396 z 847 24.9 3, 396 560 16.5 2, 100 612 :, 29.1 410 _,F.- 13.6 F. .!/:C7C:A.1: ..-:EF. BLVli//;....•. 2,100 1,205 57.4 -u,;:t:C:J,t: RI':EF H: ./,:c•., ,.1CiG 1,260 60.0 :ca:,,..... --A 1,630 902 -- 55.3 .....; , :: ... 1, 6310 59-7 36.6 :. _. Ai A;'CC--.-.,. , 630 452 : , 29.6 37.2 8-18 Links Maintenance Report CDFF9055 - Links Maintenance R.•rcrt !lK - ;,-INK DESCRIi'TICN CAPACITY TOTAL 80 ','F.`TED DEMAND AVAILABLE CAPACITY 20i0E COLLEGE LANE - FORMERLY 9340E//5ETH//HEDDEN 709 :4" C' 399 310 56.3 201OP: COLLEGE LANE - FORMERLY 9340W//5ETH 709 287 422 40.5 2015E COLLEGE LANE - FORMERLY 9345E//HEDDEN 709 C 389 320 54,9 201511 COLLEGE LANE - FORMERLY 9345W//HEDDEN 709 G 287 422 40.5 2020E 16TH STREET//58TH AVE//43RD AVE 680 _ _ 2 233 647 26.6 202OW 16TH STREET//58TH AV£//43RD AVE 860 :_(1C. i 300 580 34.1 2030E 16TH STREET//43RD 'AVE//27TH if:'E 880 331 549 37.6 203OW 16TH STREET//43RD AVE//27TH AVE 880 314 0 314 566 35.7 2040E 16TH STREET//27TH AVE//20TH AVE 890 - 0 293 587 33.3 2G4OW 16TH STREET//27TH AVE//2071H AVE 880 0 345 535 39.3 2050E 16TH STREET//20TH AVE//OLD DIXIE HWY 1,290 553 737 42.9 205OW 16TH STREET//20TH AVE//OLD DIXIE HWY 1,290 t':li 0 611 680 47.3 2060E 16TH/17TH ST//OLD DIXIE HWY//U.S. 1 1,770 4 C! 496 1,274 28.0 2000W 16TH/17TH ST//OLD DIXIE HWY//U.S. 1 1,770 4, C• 477 1,293 27.0 2110E 17TH ST//U.S. 1//INDIAN RIVER BLVD 1,770 ;,`: 0 458 1,313 26.8 211OW 17TH ST//U.S. 1//INDIAN RIVER BLVD 1,770 r,_% 0 626 1,144 35.4 2120E 17TH ST//INDIAN RIVEP. BLVD//S.R. AIA 1,960 0 1,014 946 51.7 212OW 17TH ST//INDIAN RIVEP. BLVD//S.R. AIA 1,960 G 1,238 722 63.2 2210E 12TH STREET//821ID AVENUE//58TH AVE 1,960 1,C1; 0 1,014 946 51.7 221OW 12TH STREET//B2ND AVENUE//58TH AVE 792 '3 0 73 719 9.2 2215E 12TH ST//66TH AV//58TH AV 675 -_ 0 73 602 10.8 2215W 12TH ST//66TH AV//58TH AV 675 "1 D 91 584 13.5 2220E 12TIl STREET//58TH AV£//43RD AVE 880 2r,3 16 281 599 31.9 2220W 12TH STREET//58TH AVE//43RD AVE 880 2" 0 293 587 33.3 2230E 12TH STREET//43RD AVE//27TH AVE 880 :G 0 303 577 34.4 2230W 12TH STREET//43RD AVE//27TH AVE 860 40- 1 406 472 46.3 2240E 12TH STREET//27TH AVE//20TH AVE 675 41' 0 418 257 62.0 2240W 12TH STREET//27TH AVE//20TH AVE 675 53E 0 538 137 79.8 2250E 12TH STREET//20TH AVE//OLD DIXIE HWY 680 514 0 514 366 58.4 225OW 12TH STREET//20TH AVE//OLD DIXIE HWY 880 65` 0 657 223 74.7 2260E 12TH STREET//OLD DIXIE HWY//U.S. 1 1,770 631 0 631 1,139 35.7 2260W 12TH STREET//OLD DIXIE HWY//U.S. 1 1,770 741 0 741 1,029 41.9 2305N OLD DIXIE HWY//S. COUNTY LINE//OSLO RD 880 4 286 594 32.5 2305S OLD DIXIE HWY//S. COUNTY LINE//OSLC RD 634 30° 0 305 329 48.0 2310N OLD DIXIE HWY//OSLO RD//4TH ST 880 324 1 325 555 36.9 2310S OLD DIXIE HWY//OSLO RD//4TH ST 880 440 0 480 400 54.5 2315N OLD DIXIE HWY//4TH ST//8TH ST 792 45" 9 466 326 58.8 2315S OLD DIXIE HWY//4TH ST//6TH ST 792 `42 it 553 239 69.8 2320N OLD DIXIE HWY//8TH ST//12TH ST 792 ;°. 0 498 294 62.9 2320S OLD DIXIE HWY//8TH ST//I:TH ST 792 64': G 645 147 81.4 2325N OLD DIXIE HWY//12TH ST//S. VB CITY L 675 4`.; G 454 221 67.2 2325S OLD DIXIE HWY//12TH ST//S. %c CITY L 675 0 599 76 $$,$ 233ON OLD DIXIE HWY//S. VB CITY LM ETH ST 675 3 r 0 376 299 55.7 2330S OLD DIXIE HWY//S. VB CITY L//IETF. ST 675 0 416 259 61.6 2335N OLD DIXIE HWY//16TH ST//S.R. EO 860 0 299 561 34.8 2335S OLD DIXIE HWY//16TH ST//S.R. EO 860 0 233 627 27.1 2345N OLD DIXIE HWY//41ST ST//45TH ST 880 : C' 168 712 19.1 2345S OLD DIXIE HWY//41ST ST//45TH ST R80 167 7-3 19•0 235CN OLD DIXIE Hl-;Y//45TH ST//49T.H ST $80 : 103 7% 11.7 23`;OS OLD DIXIE HWY//45TH ST//49TH ST 880 0 93 797 10.6 2355N OLD DIXIE HWY//49TH ST//E5TH ST 890 :._ C 126 754 14.4 2355S OLD 1)171E HWY//49TH ST;/F57H ST »80 109 71 12.4 23ECN CLC DIXIE HW'i//E5TH ET//E9T'r. CT. 880 .. 131 749 14.9 2160S OLD DIXIE HWY//65TH ST//F'•TH ST A80 81 799 9,2 2365N OLD DIXIE HWY//E9TI4 ST//C.R. 5_ 793 0 105 685 13.2 23E5S ..«D DIXIE HWY//E9T'-; T//C.r. - 1- 1,190 54 1, 1-.6 4.6 2410N 27TH AVENUE//S. COUNTY :!:_!J^,. C PL' 1,06E 467 1 45.6 24105 --7TH AVENUEi /S. CCll:IT'i LI!lEi iOS C e,u 1,06e, C 594 474 55.6 AVENUE//OSLC RDs7':.7 .,063 613 4 57.42 %4_,. -'T» AVc::Oc;!CS«O r._; ,`t: __ 1,065 72; 4E 67.6 ,4 DIN �77H AVENUE//4Tw ST/,�-Ti? .. 1,032 557 4-5 54.0 4 CS _77i? AVENUE//4TH ST ;e":. - i,C32 G 70F 2E 68.4 +iC:• _+•:'•{ AVE!IUE//e... ;,..... .. 1,032 460 `.7 _ 44.6 _ �4!-S _ Tr? Al:E!;'CE//e':.. _..,._... 1,032 = - 699 67.7 4`ON Tr. AVENUE/ ,_:TH ,.•... .'I 1,032 430 F.C2 41.7 ;SG� :7TH AVENUE//:_T� ST/,.. ,_ ._:.. .. i 032 64 �0 62.2 24 1,L'32 430 ___ 41.7 .H ;::'7-..:L,,. -.. _-,...-. 1,0 2 577 55.9 :t? :VE!1UEi/: TH _.,,.... 1,032 44E 43.2 _.... _, , .... _ y 10 - 33.2 _ �..•._• ..... -. clv 41_ 50.8 B•19 Links Maintenance Report CDFR9055 - Links N.aint.•n.n,_c R._c c r t LINK -" LiNK DESCF._'PT?C:!I CAPACITY •=�.u�, TOTAL 60 VESTEr DEMAND AVAILABLE CAPACITY 25ION 27TH AVENUE//ATLANTIC BLVD//AVIA•:IC!: BLVD 960 4i 0 419 541 43.7 25105 27TH AVENUE//ATLANTIC BLVD/;AVIA-I011 ELVD 960 :i` 0 515 445 63.6 2530E OSLO RD//62ND AV£//5E1'H A :•E 850 0 346 532 39.5 2.530W OSLO RD//6:11D Abc//56TH i:VE 880 0 293 587 33.3 2540E OSLO RD//56TH AVE//43RD AVE 1,960 830 1,130 42.3 25401.1 OSLO RD//56TH AVE//43FD AVE 1,960 ," 6 750 1,210 38.3 2550E OSLO RD//43RD AVE//27T14 AVE 1,960 :, 34 1,119 841 67.1 255OW OSLO RD//43RD AVE//27TH AVE 1,960 43 1,020 940 62.0 2560E OSLO RD//27TH AVE//20TH AVE 1,960 3C 0 736 1,224 37.6 256OW OSLO RD//27TH A':E//2OTH AVE 1,960 °i: G 910 1,051 46.4 2570E OSLO RD//20TH AVE//OLD DI::IE :iP:Y 1,960 0 745 1,215 38.0 257OW OSLO RD//20TH AVE//OLD DIXIE HWY 1,960 °4: 9 950 1,010 48.5 2580E OSLO RD//OLD DIXIE HWY//U.S. 1 1,960 0 672 1,288 34.3 258OW OSLO RD//OLD DIXIE 41'iY//U.S. 1 1,960 0 966 994 49.3 2610E DO NOT USE - SIB 261011 - 6TH//17TH ST//S. 675 34 0 342 333 50.7 2610N 6TH AVENUE//17TH STREET//S. VB CITY L 675 4b: 6 467 208 69.1 2610S 6TH AVENUE//17TH ST//S. VB CITY L 675 40C 0 406 269 60.1 2620N 6TH AVENUE//S. VB CITY L//S.R. EC 675 36r 0 308 307 54.5 2620S 6TH AVENUE//S. VB CITY L//S.R. 60 860 0 122 738 14.2 27ION LOTH AVENUE//S.R. 60//ROYAL PALM BLVD 540 tl? 0 113 427 21.0 2710S LOTH AVENUE//S.R. 60//ROYAL PALM BLVD 675 153 0 153 522 22.7 2720N LOTH AVENUE//ROYAL PALM ELVD//17TH ST 810 1"O 0 188 622 23.3 2720S LOTH AVENUE//ROYAL PALM BLVD//17TH ST 675 _.- 0 387 288 57.3 281ON 20TH AVENUE//OSLO RD.//4TH ST 880 579 2 581 299 66.0 2810S 20TH AVENUE//OSLO RD.//4TH ST 980 377 0 377 503 42.9 282ON 20TH AVENUE//4TH ST//6TH ST 810 671 0 671 139 82.9 2820S 20TH AVENUE//4TH ST//6TH ST 810 305 0 305 505 37.7 283ON 20TH AVENUE//BTH ST//12TH ST 810 462 0 462 348 57.1 2830S 20TH AVENUE//8TH ST//12TH ST 810 361 0 361 449 44,5 284ON 20TH AVENUE//12TH ST//S. VB CITY L 1,770 577 0 577 1,193 32.6 2840S 20TH AVENUE//12TH ST//S. VB CITY L 1,770 361 0 361 1,409 20.4 285ON 20TH AVENUE//S. VB CITY L//16TH ST 1,870 577 0 577 1,293 30.8 2850S 20TH AVENUE//S. VB CITY L//16TH ST 1,870 304 0 304 1,566 16.3 286ON 20TH AVENUE//16TH ST//S.R. 60 1,870 407 0 407 1,463 21.7 2860S 20TH AVENUE//16TH ST//S.R. 60 1,870 lls 0 118 1,752 6.3 287ON 20TH AVENUE//S.R. 60//ATLANTIC BLVD 860 161 0 161 699 18.7 2870S 20TH AVENUE//S.R. 60//ATLANTIC BLVD 660 434 0 434 426 60.5 2905N 43RD AVENUE//S. COUNTY LIME//CSLO RE) 1,140 1 472 668 41.4 2905S 43RD AVENUE//S. CCUNTY LI!IE//OSLO RD 1,190 46!: 0 465 725 39.1 291ON 43RD AVENUE//OSLO RD//4Tll ST 1,056 642 19 661 395 62.6 2910S 43RD AVENUE//OSLO RD//•1TH ST 1,056 4 C 2 471 585 "A 2915N 43RD AVENUE//4TH ST//6T!! ST 864 7 9 759 105 87.9 2915S 43RD AVENUE//4TH S7//6TH ST 864 4b' 8 471 393 54.5 2920N 43RD AVENUE//6TH ST//12T!i ST 864 73M 9 747 117 86.5 2920S 43RD AVENUE//6TH ST//12TH ST 864 4 8 501 363 58.0 2925N 43RD AVENUE//1:TH ST y64 0 750 114 86.8 2925S 43RD AVENUE/11-TH ST//IE-H .. 864 -. 576 288 66.6 293ON 43RD AVENUE//lETH ST//S.F. EO 1,071 -,cc 0 760 311 70.9 2930E 43RD AVENUE//IETH ST//S.F. E0 1,071 1; C 410 661 38.3 2935N 43RD AVENUE/ /S.R. 6C/i:E-H ST 1,796 Y 0 469 1,327 26.1 2G35S 43RD AVENUE/ IS. F. Et'./I:ETH S- 1,7G6 _ 0 377 1,419 21.0 294ON 43RD AVEIIUE//:ETH STi/ 11::T S. 620 _9' N 407 473 46.2 2940S 43RD AVENUE/ I:ETH S-1141FT ST 880 293 587 33.3 2945N 43RD AVE III L+E; 14.. _ _. 'i,G... _- Flee 315 565 35.9 2945S 43RD AVENUE; /4:_7 E-!, 4 :H -T e40 -G 12 203 677 23.0 295ON 43RD AVENGE; /•1ETH ST; ; ;STH ST 6 P 0 _ , C 0 270 610 30.6 29505 43RD AV£IIUE//457H 68G 0 535 34.`. 60.8 30051: 56TH AVE!iG£/,.._:.0 r.,/47H ST 96G 651 ,:no 33.2 3005S 567H AVENUE; ; ('-l-C . _, , ,... .. i, P6G 732 , %=` 37.4 3010N 56TH AVENUE//4TH ST//ET!s ST 1,170 G 809 961 45.7 3010S 56TH AVENUEi ; 4TH _ . , , .-!i =T i, 770 - C 686 4 50.1 3015I3 5ETi 1,770 _. __ 943 _- 53.3 3C15S 56-H A EI;:,E/,lt- .-,. __... .. ,7 1,017 -, 57.4 30201: SF.TH ACEI:G£; /:. .... .... ..... .. ., 770 , - ..- 0 1,012 5.7 57.2 302GS 55TH I::£:._£;;._:..._.,. i _. 1,7 G I,115 65:" 63.0 634 .6 47.1 03ON 56-F: i:'.._.. ..... . : i,°b0 f, 844 -, :F. 43.1 0 0.': 4 - :, SC- 25.2 3G35I; -.. ..._.._ ._-. ..:.. __ 413 41.4 61.2 B•20 Links Maintenance Report CDPR9055 - Links N.ainlerance R:por: L11IN a 10!,K ,;F.::CFSFTIc:; CAPACITY Ct:R9.-'.t:"' TOTAL 60- VESTEn DEI4AND AVAILABLE CAPACITY 304ON 58TH AVENUE//45TH ST//49TH ST 916 392 C. 392 524 42.8 3040S 56TH AVENUE//457H ST//49TH ST 890 422 C 422 458 47.9 3045N 56TH AV£IIUE//49TH ST//65TH ST 1,106 401 0 401 705 36.3 3045S 58TH AVENUE//49TH ST//65TH ST 880 405 94 499 381 56.7 305ON 56TH AV£!IUE//65TH ST//69TH ST 1,074 362 0 362 712 33.7 3050S 56TH AVE NUE//ESTH ST//69T)i ST 850 353 1 354 526 40.2 3055N 56TH AVENUE//69TH ST//C..R.510 880 _a 0 280 600 31.8 3055S 56T)1 AVENUE//69TH ST//C.R.510 880 238 0 238 642 27.0 307ON 66TH AV//OSLC RD//4TH ST 740 232 i 233 507 31.5 3070S 66TH AV//CSLC RD//4T)i ST 7.10 314 0 314 426 42.4 308ON 66TH AV//4TH ST//6TH ST 1,190 327 0 327 863 27.5 3080S 66TH AV//4TH ST//6TH ST 1,190 358 0 358 832 30.1 309ON 66TH AV//6TH ST//12T)I ST 1,190 343 0 383 $07 32.2 3090S 66TH AV//8TH ST//IZTH ST 1,190 10 439 751 36.9 310ON 66TH AV//12TH ST//16TH ST 11190 435 0 43.5 755 36.6 3100S 66TH AV//12TH ST//16T)I ST 1,190 438 10 448 742 37.6 3110N 66TH AV//16TH ST//SR 60 832 445 0 445 387 53.5 3110S 66TH AV//16TH ST//SR 60 792 -128 10 738 54 93.1 312ON 66TH AVENUE//S.R. 60//26TH ST 880 735 9 743 137 84.4 3120S 66T)I AVENUE//S.R. 60//26TH ST 680 793 10 $03 77 91.3 313ON 66TH AVENUE//26TH ST//41ST ST 880 727 0 727 153 82.6 3130S 66TH AVENUE//26TH ST//41ST ST 880 77i 2 '-773 107 87.9 314ON 66TH AVENUE/141ST ST//45TH ST 880 686 0 686 194 77.9 3140S 66TH AVENUE//41ST ST//45TH ST 880 704 0 .704 176 80.0 315ON 66TH AVENUE//45TH ST//65TH ST 890 525 0 525 355 59.6 3150S 66TH AVENUE//45TH ST//65TH ST 880 541 0 54.1: 339 61.6 316ON 66TH AVENUE//65T!i ST//69TH ST 880 668 0 668 212 75.9 3160S 66TH AVENUE//65TH ST//69TH ST 880 828 0 828 52 94.1 317ON 66TH AVENUE//69TH SW/C.R. 510 880 699 0 699, 181 79.4 3170S 66TH AVENUE//69TH ST//C.R. 510 880. 88 1'r,' 89. 791 10.1 3210N 74TH AVENUE//16TH STREET//SR 60 880 125 37,:. :162• 718 18.4 3210S 74TH AVENUE//16TH STREET//SR 60 880 125 0 125 755 14.3 3310N 8211D AVENUE//OSLO RD//4TH ST 740 156 0 156 584 21.1 3310S 82ND AVENUE//OSLO RD//4TH ST 533 154 0. 154 379 28.8 3320N 82ND AVENUE//4TH ST//12TH ST 880 197 - .200 680 22.8 3320S 82ND AVENUE//4TH ST//12TH ST 740 218 0 218 522 29.S 3330N 82ND AVENUE//12TH ST//S.R. 60 880 291 0 29.1 589 33.1 3330S 8211D AVENUE//12TH ST//S.R. 60 880 287 0. 287 593 32.6 3340N 82ND AVENUE//S.R. 60//65TH ST 449 114 0 114 335 25.4 3340S 6211D AVENUE/IS.R. 60//65TH ST 449 175 0 175 274 38.9 33SON 82ND AVENUE//65TH ST//69TH ST 740 26 0 26 714 3.5 3350S e2ND AVENUE//65TH ST//69TH ST 740 24 C. 24 716 3.2 336ON 9ETH AVE!:UE//8TH STREET//12TH STREET 880 i 13 0 113 767 12.8 3360S 96TH AVENUE//67H STREET//12TH STREE: 580 120 0 120 760 13.6 337ON 96T11 AVENUF//12TH STREET//16TH STREET 690 156 0 156 724 17.7 33705 9eTH At E!iUE//12TH STRFE?//16T)! STREET 880 122 C 122 758 13.9 338ON 96TH AVENUE/ 11ETH --Q 890 205 67 5 23.3 3380S 9eTH AVE11UE//1ETH STREET//SR E0 Cleo 123 _. 151 729 17.2 339ON 98TH F:%7rjiUE//SR 60//'ETA STREET 1, 1:0 44 0 44 1,146 3.7 3390S 9eTH AVENUE//SR EC//2ETH STREET i,190 41 41 1,149 3.5 3610E 7-,T)! ST//ESTi? 631, '. 84 550 13.2 361OW 77TH ST//E5T1: AVENUE//U.S. 792 136 136 656 17.2 3710E 69TH STREET//E:'!ND i:VENUE//66TH AVE 449 37 0 37 412 8.3 3710h E9TH STF%ET, /6:IIL• i•.`.' !:UE// E6:I? nV_ 740 40 40 700 5.5 3720E E�TH ST :.1'E 634 55 55 57? 8.6 372OW E9TH STF.££T//66T^ AVE: IUEl/ 58TH AVE 634 i 95 195 439 30.7 3730E E.:d S :FE_T//�i.. i:J:..U..,/Oi D::::F. )iii'i 880 74 0 74 806 37--OW 69TH STREET//Pr-" AVENUEJ/CL D:..__ !ii:. 880 _ 82 79E 9.4 3 � 7,a£ E9T)1 S?F.EET//Gi� i/ U.S. '- 540 71 71 46. 13.1 374OW E9TH STREE'i//C.L-` DIXIE HWW/U.S. 1 540 64 ^. 64 47i6 11.8 3820E E5T-! 860 40 40 840 4.6 .. za. "° c_T): S':',..c.o!-.2.._..i, ... AE.:i;i EPG .... '�_ 6.2 3E.30E E ... S^; i5F E ::' E::L'E/,„_ LI:.:E )e:ti': &80 -4 74 8f'6 8.4 3830E F` H 6 r.-;I - •+: r T••, T .; /_ .. i::'a:.�_//C.. :...:_E ii:+'. 8GG _ 137 74•: .. 15.6 k80 55 42c 6.2 92 9.3 422 C,= ;c••: )B .... .'.. ... _:iU /. cET.. ... E1: UE 533 52 4$1 9.7 42 l% 8 + 0 7 107 7- 12.1 8$0 _., 267 c1_ 30.3 424 C-- 4.... .. . ,'.. .. art:... , �...... ..... 810 S.4 194 5 i G 23.9 424C'i, :`- .. _ ,, ..-.. ..._..,Ei;C.._ __...y 0 C:. 202 EG- 25.0 s-2 1 Links Maintenance Report CDPR9055 - Links Maintenance Repast LINK a LINK DESCRi--TIC17 CAPACITY CURRENT TOTAL EC - VESTED ",DEMAN AVAILABLE C:Ar'ACITY 4250E •19TH ST//OLD DIXIE HWY//U.S. 1 810 134 0 134 676 16.5 425OW 49TP ST//OLD DIXIE Hh*t//U.S. 1 810 139 0 139 67? 17.1 4320E 45TH ST//66TH AVENUE.//56TH AVENUE 680 131 0 1-31, 749 14.9 4320W 45TH ST//66TH AVENUE//58TH AVENUE 880 210 0 210' 670 23.9 4330E 45TH ST//58TH AVEIIUE//43RD AVENUE 880 284 38. 322 558 36.6 4330W 45TH ST//58TH AVENUE//43RD 'AVENUE 880 272 24"" 295 585 33.6 4340E 45TH ST//43RD AVEIIUE//OLD DIXIE HWY 880 370 0'' "370 510 42.0 4340W 45TH ST//43RD AVENUE//OLD DIXIE HWY 880 380 0 380 500 43.2 4350E 45TH ST//OLD DIXIE H11MINDIAN RIV ED 880 256 0 ' 256 624 29.1 435014 45TH ST//OLD DIXIE HWY//INDIAN RIV BD 880 289 0 289' 591 32.8 4420E 41ST ST//66TH AVE//58TH AVE 880 144 0-" 144 736 16.3 4420W 41ST ST//667H AVE//58TH AVE 675 213 0 213. 462 31.6 4430E 41ST ST//58TH AVE//43RD AVE 880 337 0" 337 543 38.3 4430W 41ST ST//56TH AVE//43RD 'AVE 880 405 0 `.'""""::. '>'A05 475 46.1 4440E 41ST ST//43RD AVE//OLD DIXIE HWY 675 354 2" 356- 319 52.7 4440W 41ST ST//43RD AVE//OLD DIXIE H147 540 370 0- 370. 170 68.4 4450E 41ST ST//OLD DIXIE HWY//INDIAN RIV BD 540 225 0:"", 225". 315 41.6 445011 41ST ST//OLD DIXIE HWY//INDIAN RIV BD 980 272 0 272. 608 30.9 4460E 37TH ST//U.S.#il//INDIAN RIV BLVD 992 501 o '`' 5.01 491 50.5 4460W 37TH ST//U.S.01//INDIAN RIVER BLVD 992 912 0::. 912, 80 92.0 4470E 33RD ST//66TH AV//58TH AV 634 73 0:.'., 73; 561 11.5 4470W 33RD ST//66TH AV//58TH AV 832 77 10'::,2:','.: =` 87• 745 10.5 4710E 26TH ST//74TH AV//66TH AV 792 222 O"- 222: 570 28.1 471OW 26TH ST//74TH AV//66TH AV 792 360 0: 360 432 45.4 4720E 26TH ST//66TH AVENUE//58TH AVENUE .$80 350 0''.."' ;35Q 530 39,8 4720W 26TH ST//66TH AVENUE//58TH AVENUE 880 497 0:": ," ',:..'. 4-9.7 383 56.5 4730E 26TH ST//58TH AVENUE//43RD AVENUE AM 443 0.""- 443) 437 50.3 473OW 26TH ST//58TH AVENU£//43RD AVENUE 880 582 0 :'°"' :, :.; ;=;::%;'; ": 5821 298 66.1 4740E 26TH ST//43RD AVE//AVIATION BLVD :':792 481 0`{.. `, .` ;':``: -481"; 311 60.7 4740W 26TH ST//43RD AV£//AVIATION BLVD .,,'832 635 0;-:` , .- '635' 197 76.4 4750E 26TH ST//AVIATION BLVD//27TH AVENUE 709 191 0 \;:;;,'.. :'".:191; 518 26.9 475OW 26TH ST//AVIATION BLVD//27TH AVENUE ;709, 166 0 ;":: :"': :.i`:`r".•"`2.66r 543 23.4 4830E 8TH ST//58TH AVENUE//43RD AVENUE 680 363 01. 363: 517 41.2 483OW 8TH ST//58TH AVENUE//43RD AVENUE 880 529 1 530` 350 60.2 4840E BTH ST//43RD AVENUE//27TH AVENUE BBO: 355 O:`":'..'. 3,55'; 525 40.4 484OW 8TH ST//43RD AVENUE//27TH AVENUE 880: 470 0'-". "'"4Z0: 410 53.4 4850E 8TH ST//27TH AVENUE//20TH AVENUE 792 326 1' 327, 465 41.3 485OW 8TH ST//27TH AVENUE//20TH AVENUE 880 396 0 396 484 45.0 4860E BTH ST//20TH AVENUE//OLD DIXIE HWY 810 413 0 413 397 51.0 486OW 8TH ST//20TH AVENUE//OLD DIXIE HWY 810 570 0 576. 240 70.4 4870E ETH ST//OLD DIXIE HWY//U.S. 1 810 371 0, 372 439 45.8 4870W 8TH ST//CLD DIXIE HWY//U.S. 1 010 525 0 525 285 64.9 4880E 8TH ST//U.S. 1//INDIAN RIVER BLVD 675 209 0 209. 466 31.0 4880w ETH ST//U.S. IMUDIAN RIVER BLVD 675 455 0 455 220 67.4 4910E 4TH ST//62ND AVE//58TH AVE 880 98 6 104' 776 11.8 491011 4TH ST//62IID AVE//56TH AVE 680 124 0 124 756 14.1 4930E 4TH ST//56TH AVE//43RD AVE 880 271 0 211 609 30.8 4930W 47H ST/!56TH AVE//43RD AVE 680 253 0 253 627 28.7 4940E 4TH ST//43RD AVE//27TH AVE 880 317 1 316 562 36.2 494OW 4TH ST//43RD AVE//27TH AVE 880 348 1 349 531 39.6 4950E 4TH ST//27TH AVE//20TH AVE 675 355 0 355 -20 52.6 495011 47H ST//:7TH AVE //20TH AVE 675 405 0 405 270 60.1 4960E 4TH ST/12OTH AVE//OLD DIXIE HWY 880 359 1 360" 520 40.9 496OW 4TH ST//20TH AVE//OLD DIXIE H:'7Y 880 556 0 556" 324 63.2 4970E 4TP S://CLD DIXIE HWY//U.S. 1 1,540 372 0 372 24.1 497d1i 4TH ST//OLD DIXIE HtIY//U.S. 1,467 604 0 604 1 - 41.2 5010E 16TH STF.RET//74TH AVEIIUE//6:I:D AV NU i, 190 92 0 92 1,09E 7.7 5010W 16TH STREET//74TH AVEIIUE//B"-IiD AVENUE I,Igo 125 0 125 1,065 10.5 5610--- FR_D TUERK DR//-1A/;1: OF cccc:IT _.. 1,190 .2C d 120 i3O?0 10.1 561011 FRED TUERK DR//Al-AM OP CCCC:IUT ?R 1,190 .°° �: 0 Bei,1G3 7.4 710E WINTER BEACH F.D/;Alit//JUNGLE TRAIL 1,190 50 0 50 1,140 4.2 571Giti WINTER ;EACH RD//AIA,/JU::GLE 7RA:L 1,190 49 0 49 1,141 4.1 58'_0E Bi7^" H • rT_' i:Tii:..iC yD//_ ..:.:a:<^NU//:.......:::1_ 709 91 C 91 12.8 5810-N ATLANTIC BLVD//:77H AVEIIUE//:.o.H AVENUE 540 129 0 129 24.0 552CE ATLANTIC BLVD//20TH AVENUL// .s. i 880 2i3 0 213 6E7 24.2 55=C1: F,TiA!:TiC BL%D/l20T.. AVZ!IUE/'U... 880 179 20.3 591ur AV: ... . ...._. 1,190 5° 585 49.2 5910 A7 IC:I BLVD;, ZfTH :=TREET//:7T'r. Al; E 1, 190 710 0 710 C 59.6 0'- CIE ^Y�L �i BLVD//RCYAl FALM //:::^: : .. 540 __. C _ 4 _ 24.0 c01 "iti Fi, iAL :...a! si d=/;RC'iau PALM /. _..::ram. 709 350 C 250 •i.".. 36.3 .L//U.S. 1/lit:027::. .:�'�.. __.. Ciao __ r 232 b4"� 26.4 C1_OP: •PM -AL .-.LM FL//U.F. 1/IlI:DlA:: F.1':E- L:':'C 840 303 C 303 34.4 B-22 Links Maintenance Report CDFF,9055 - Links Maintenance Fw-port I.I ii u LINK DESC•R n7 CAPACITY. CUR M37 TOTAL Et) VESTED DEMAND AVAIL,'%!. :'Ai'ACiI"P 9005N 90TH A'dE//SR 60//STH ST 832 1b9 0 169 663 20.3 9005S 90TH AVE//SR 60//STH ST 634 216 8 224 41C 35.4 90:0N CF.. 507//S CAROLIEIA/:E1 CCUNTY «2Ii£ 11190 212 0 212 9 17.8 9010S CR 507//S CAROLINA//N CCU:.'--'-' i;1F 634 235 0 235 39: 37.0 9030E 57H ST SW//27TH AV//43RD r!J 675 172 0 112 503 25,5 9030W STH ST SW//27TH AV//43RD AV 675 199 0 199 4.5 29.6 9031E 5TH ST SW//27TH AV//20TH AV 675 154 0 154 521 22.8 9031W 5TH ST SW//27TH AV//20TH AV 675 164 0. 154 512 24.2 9032E 5TH ST SW//a3RD AV//58TF AV 832. 141 0 141 b91 16.9 90321•1 57H ST SW//43RD AV//SSTH AV 832 149 0 149 6Q3 17.9 9034E 1ST ST SW//20TH AV/ /2%TH AV 634 70 0 70 564 11.0 9034W IST ST SW//?CTei AV//Z7TH Ai' 634 50 0 50 5E4 7.9 9035E 1ST ST SW//27TH i:V//43RD A v 540 130 0 130 4:0 24.0 90-15W 1ST ST SW//27TH AV//43RD All., 675 147 0. 147. 528 21.8 9036E IST ST SW//43RD AV//56TH AV 675 116 0 116 559 17.1 9036W IST ST SW//43RD AV//5ETH AV 675 102 0 102 573 15.2 9040E IST ST/IUS 1//OI,D DIXIE HKY 709 b7 0 67 642 9.5 904OW IST ST//US 1//OLD DIXIE HWY 540 105 0 435 19.4 9050E HIGHLANDS DR//OLD DIXIE H4iY//6TI: AV 540 255 0' ,2.55: 2$5 47.2 905OW HIGHLANDS DR//OLD DIXIE 4WY//6TH AV 540 475 0 ;475 65 88.0 9055E HIGHLANDS DR//OLD DIXIE H•ei'f//US 1 709 335 0 335 374 47.2 9055W HIGHLANDS DR//OLD DIXIE HWY//US i 675 502 0 502 173 74.4 9060E 17TH LN SW//HIGHL ANDS DR//6TH AV 1,190 128 0 ' ; .128 : , 062 10.8 906OW 17TH LN SW//HIGHLANDS DR//8TH AV 1,190 141 0 141 1.049 11.9 9065E 17TH LN SW//HIGHLANDS DR//27TH AV 675 239 0 239. 436 35.3 9065W 17TH LN SW//HIGHLANDS DR//27TH AV 675 215 0'i ..' ''; ' .215 460 31.9 9085N INDIAN RIVER DRI/N US 1//MAIN ST 540 167 D. ^s't'16Z; f 373 30.9 9085S INDIAN RIVER DR//N US 1//MAIN ST 540 208 0' ,..:' , .108 432 20.0 909ON INDIAN RIVER DR//S US I//MAIN ST '„.;'5.40 160 0' `160 380 29.6 9090S INDIAN RIVER DRI/S US I//MAIN ST ; :,540 114 0; - 114 426 21,1 9310E 37TH ST//66TH AV//56TH AV 'fi7S. 41 0 634 6.0 931OW 37TH ST//66TH AV//56TH AV 675 43 0 43.' 632 6.3 9320E 53RD ST//56TH AVI/OLD DIXIE H71Y _ 1.1890 286 0 286 :.604 15.1 9320W 53RD ST//56TH AV//OLD DIXIE FWY .1",890 395 0 '395 1.495 20.9 9325E 53RD ST//OLD DIXIE HWY//US 1 1•; 890 315 0 ' : "i:%315. 3.575 16.7 9325W 53RD ST//OLD DIXIE HI.1Y//US 1 1; 890 417 0 ;- 917. : , 473 22.0 9330E 53RD ST//US 1/1I1DIAN RIVER 6LVD 2,.854 548 0 %` 5'q$ 306 19.2 933011 53RD ST//US 1//INDIAN RIVER BLVD 1;890 649 0 649' :.241 34.4 Indiar River County Printed on: -1/10/2020 10.52:06 AM CD-Flus for Windows 95/E-T Pace 9 of 9 B-23 APPENDIX C INTERSECTION VOLUME DEVELOPMENT SHEET Sebastian Oaks Nominal Growth Rate = 2.00% Peak Season* = 1.22 Buildout Year = 2024 Years = 4 Main Street & Louisiana Ave (Existing Geometrics w/Project) AM Peak Hour Intersection Volume Development Intersections 20-056 7-6-22 Northbound Southbound Eastbound Westbound LT I Thru I RT LT I Thru I RT LT I Thru RT LT I Thru I RT Existing Volume (8/5/20) 7 0 9 1 0 0 0 230 7 11 132 2 Peak Season Volume 9 0 11 1 0 0 0 281 9 13 161 2 Nominal Growth 1 0 1 0 0 0 0 23 1 1 13 0 % Project Traffic 10% 0% 65% 0% 0% 0% 0% 0% 10% 30% 0% 0% Direction out out out in in in in in in in in in Project Traffic 5 0 34 0 0 0 0 0 2 5 0 0 Total 15 0 46 1 0 0 0 304 11 19 174 2 No. of Lanes 0> 1 <0 I 0> 1 1 <0 I 0> 1 1 <0 I 0> 1 1 <0 PM Peak Hour Intersection Volume Development Northbound Southbound Eastbound Westbound LT Thru I RT LT I Thru I RT LT I Thru I RT LT I Thru I RT Existing Volume (8/5/20) 5 0 14 1 0 1 0 189 4 19 293 7 Peak Season Volume 6 0 17 1 0 1 0 231 5 23 358 9 Nominal Growth 1 0 1 0 0 0 0 19 (1 2 29 1 Project Traffic 10% 0% 65% 0% 0% 0% 0% 0%, 1 "„ 301X, 0% O°„ Direction out out out in in in in in in in in in Project Traffic 3 0 20 0 0 0 0 0 5 16 0 0 Total 10 0 38 1 0 1 0 250 10 41 387 10 No. of Lanes 0> 1 <0 1 0> 1 <0 0> 1 0 1 0> 1 <0 * Peak Season factor of 1.11 and Covid-19 factor of 1.1 were applied. C-1 Analyst #20-056 Agency/Co. PTC Date Performed 2/9/22 Analysis year 2020 Time Analyzed AM Peak Hour Intersection Orientation East-West Project Description Sebastian Oaks Lanes Vehicle Volumes and Adjustments Approach Eastbound Movement U L T Priority 1U 1 2 Number of Lanes 0 0 1 Configuration LTR Volume (veh/h) 0 281 Percent Heavy Vehicles (°%) 3 Proportion Time Blocked Percent Grade (%) Right Turn Channelized Median Type i Storage Critical and Follow-up Headways Base Critical Headway (sec) 4.1 Critical Headway (sec) 4.13 Base Follow -Up Headway (sec) _ _. Follow -Up Headway (sec) _ Delay, Queue Length, and Level of Service Flow Rate. v (veh/h) 0 Capacity, c(veh/h) 1399 v/c Ratio 0.00 95 % Queue Length, Qss (veh) 0.0 Control Delay (s/veh) 7.6 Level of Service (LOS) A Approach Delay (s/veh) 0.0 Approach LOS Copyright C, 2022 University of Florida. All Rights Reserved, Intersection Main St & Louisiana Ave Jurisdiction City of Sebastian East/West Street Main Street North/South Street Louisiana Ave Peak Hour Factor 0,95 Analysis Time Period (his) 0.25 Maja, S' a '.. Ea',We" Westbound Northbound Southbound R U L T R U L T R U L T R 3 4U 4 5 6 7 8 9 10 it 12 0 0 0 1 0 0 1 0 0 1 0 LTR LTR LTR 9 13 161 2 9 0 11 1 0 0 3 0 0 0 0 0 0 0 Undivided 0 4.1 71 6.5 6.2 71 &S 6.2 4.13 7.10 &SO 6,20 7.10 6.50 620 22 35 4.0 3.3 35 4.0 33 2.23 350 4.00 330 3.50 400 3.30 14 21 1 1250 597 469 0.01 004 0.00 0.0 0.1 0 0 7.9 11.2 127 A B B 0.7 11.2 127 B B HCSU TWSC Version 7.9 5 Generated: 2/9/2022 9:24:58 PM Main Louisiana AM Exrst.xtw C-2 General Information Analyst #20-056 Agency/Co. PTC Date Performed 2/9/22 Analysis year 2020 Time Analyzed PM Peak Hour Intersection Orientation East-West Project Description Sebastian Oaks ILanes Vehicle Volumes and Adjustments Approach Eastbound Movement U L T Priority tU 1 2 Number of Lanes 0 0 1 Configuration LTR Volume (veh/h) 0 231 Percent Heavy Vehicles (%) 3 Proportion Time Blocked Percent Grade (%) Right Turn Channelized Median Type I Storage Critical and Follow-up Headways Base Critical Headway (sec) 4.1 Critical Headway (sec) 4.13 Base Follow -Up Headway (sec) 2.2 Follow -Up Headway (sec) 2.23 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h) 0 Capacity, c (veh/h) 1276 v/c Ratio OAO 95% Queue Length, Qss (veh) 00 Control Delay (s/veh) 7.8 Level of Service (LOS) I A Approach Delay (s/veh) I 0.0 Approach LOS Copyright © 2022 University of Florida All Rights Reserved. Site Information Intersection Jurisdiction East/West Street North/South Street Peak Hour Factor Analysis Time Period (hrs) Main St & Louisiana Ave City of Sebastian Main Street Louisiana Ave 0.95 0.25 Westbound Northbound Southbound R U L T R U L T R U L T R 3 4U 4 5 6 7 8 9 10 11 12 0 0 0 1 0 0 1 0 0 1 0 LTR LTR LTR 5 23 258 9 6 0 17 1 0 1 3 0 0 0 0 0 0 0 0 Undivided 4.1 I 7.1 6.5 6.2 7.1 6.5 6.2 I 4.13 I 7.10 6-50 6.20 I 7.10 6.50 6.20 2.2 I 35 4.0 33 3.5 4.0 3.3 2.23 3.50 1400 3,30 I 3.50 4.00 3.30 24 24 2 1311 650 536 0.02 0.04 0.00 0.1 0.1 0.0 7.8 10.7 11.7 A B 8 0.8 HCS Lm T W SC Version 7 9.5 Main Louisiana PM Exist.xtw 107 11.7 B B Generated: 2/9/2022 9:29:27 PM C-3 General Information Analyst Agency/Co. Date Performed Analysis Year Time Analyzed Intersection Orientation Project Description (Lanes #20-056 PTC 219122 2024 AM Peak Hour East-West Sebastian Oaks w/o Project Vehicle Volumes and Adjustments Approach Eastbound Movement U L T Priority 1U 1 2 Number of Lanes 0 0 1 Configuration LTR Volume (veh/h) 0 304 Percent Heavy Vehicles (%) 3 Proportion Time Blocked Percent Grade (%) Right Turn Channelized Median Type I Storage Critical and Follow-up Headways Base Critical Headway (sec) 4.1 Critical Headway (sec) 4.13 Base Follow -Up Headway (sec) 2.2 Follow Up Headway (sec) 2.23 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h) 0 Capacity, c (veh/h) 1383 v/c Ratio 0.00 95%Queue Length, Qgs (veh) 0.0 Control Delay (s/veh) 7.6 Level of Service (LOS) I A Approach Delay (s/veh) I 0.0 Approach LOS Copyright 9) 2022 University of Florida. All Rights Reserved. Site Information Intersection Jurisdiction East/West Street North/South Street Peak Hour Factor Analysis Time Period (firs) Main St & Louisiana Ave City of Sebastian Main Street Louisiana Ave 0.95 0.25 Westbound Northbound Southbound R U L T R U L T R U L T 3 4U 4 5 6 7 8 9 10 11 0 0 0 1 0 0 1 0 0 1 LTR LTR LTR 10 14 174 2 10 0 12 1 0 3 0 0 0 0 0 Undivided G 0 R 12 0 0 0 4.1 i 7A 6.5 62 7.1 6.5 6.2 4.13 ( 7.10 6.50 620 7A0 6.50 6.20 22 ! 3.5 4.0 3.3 3.5 4.0 3.3 2.23 i 3.50 4.00 3.30 350 4.00 3.30 15 1223 0.01 0.0 8.0 A 0.7 HCSW TWSC Version 7.9 Main Louisiana AM 2024.xts 23 1 567 440 0,04 0.00 -01_ 0.0 11.6 13.2 8 8 11A 13.2 B B Generated 2/9/2022 9:31:51 PM C-4 General Information Analyst Agency/Co. Date Performed Analysis Year Time Analyzed Intersection Orientation Project Description Lanes Site Information #20-056 Intersection PTC Jurisdiction 2/9/22 East/West Street 2024 North/South Street PM Peak Hour Peak Hour Factor East-West Analysis Time Period (hrs) Sebastian Oaks w/o Project Vehicle Volumes and Adjustments Main St & Louisiana Ave City of Sebastian Main Street Louisiana Ave 0.95 0.25 Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 Number of Lanes 0 0 1 0 0 0 1 0 0 1 0 0 1 0 Configuration LTR LTR LTR LTR Volume (veh/h) 0 250 5 25 387 10 7 0 18 1 0 1 Percent Heavy Vehicles (%) 3 3 0 0 0 0 0 0 Proportion Time Blocked Percent Grade (%) 0 0 Right Turn Channelized Median Type I Storage Undivided Critical and Follow-up Headways Base Critical Headway (see) 4.1 4.1 I 7 1 6.5 6.2 7.1 6.5 6.2 Critical Headway (sec) 4.13 4.13 I 710 6.50 620 7.10 6.50 6.20 Base Follow -Up Headway (sec) 2.2 2.2 3 5 4.0 3.3 3.5 tO 3.3 Follow -Up Headway (sec) 2,23 223 I 350 4.00 3.30 3.50 4.00 3.30 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h) 0 26 I 26 2 Capacity, c (veh/h) 1136 1289 I 565 428 v/c. Ratio 0.00 0.02 005 0.00 95%Queue Length, Qes (veh) 0.0 1j 0.1 0.1 0.0 Control Delay (s/veh) 8.2 7.9 I 11.7 13.5 Level of Service (LOS) A A I B 8 fJll Approach Delay (s/veh) 0.0 0.7 11.7 13.5 Approach LOS B 8 Copyright © 2022 University of Florida. All Rights Reserved, HCSM TWSC Version 7.9.5 Generated: 2/9/2022 9:32:34 PM Main Louisiana PM 2024.ztw C-5 General Information Site Information Analyst #20-056 Intersection Main St & Louisiana Ave Agency/Co. PTC Jurisdiction City of Sebastian Date Performed 7/6/22 East/West Street Main Street Analysis Year 2024 North/South Street Louisiana Ave Time Analyzed AM Peak Hour Peak Hour Factor 0.95 Intersection Orientation East-West Analysis Time Period (hrs) 0.25 Project Description Sebastian Oaks Lanes Va,c, S1 t 1f ..r,.wf I Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority iU 1 2 3 4U 4 5 6 7 B 9 10 11 12 Number of Lanes 0 0 1 0 0 0 1 0 0 1 0 0 1 0 Configuration LTR LTR LTR LTR Volume (veh/h) 0 304 11 19 174 2 15 0 46 1 0 0 Percent Heavy Vehicles (%) 3 3 0 0 0 0 0 0 Proportion Time Blocked Percent Grade(%) 0 0 Right Tom Channelized Median Type I Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec) 4.1 4.1 7.1 &S 6.2 7.1 6.5 6.2 Critical Headway (sec) 4.13 4.13 7,10 650 6.20 7.10 6.50 6.20 Base Follow -Up Headway (sec) ? ? 22 3.5 4.0 3.3 3.S 4.0 3.3 Follow -Up Headway (sec) _ _> 2.23 3.50 4.00 330 3.50 4.00 3.30 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h) 0 20 64 1 Capacity, c (veh/h) 1383 1222 624 398 v/c Ratio 0.00 0.02 0.10 0.00 95%Queue Length, Qss (veh) 0.0 ' 0.0 I 0.3 0.0 Control Delay (s/veh) 7.6 I 8.0 I 11 4 141 Level of Service (LOS) A I A I B B Approach Delay (s/veh) 0.0 09 11 4 14.1 Approach LOS B B Copyright Ci 2022 University of Florida. All Rights Reserved. HCSv= TWSC version 7.9.5 Generated: 7/6/202212:39:27 PM Main Lom,. Cana AM 2024 w-Prcj xtw C-6 General Information Analyst 920-056 Agency/Co. PTC Date Performed 7/6/22 Analysis year 2024 Time Analyzed PM Peak Hour Intersection Orientation East-West Project Description Sebastian Oaks ILanes IVehicle Volumes and Adjustments Approach Eastbound Movement U L T Priority 1U 1 2 Number of Lanes 0 0 1 Configuration LTR Volume (veh/h) 0 250 Percent Heavy Vehicles (%) 3 Proportion Time Blocked Percent Grade(%) Right Turn Channelized Median Type I Storage Critical and Follow-up Headways Base Critical Headway (sec) 41 Critical Headway (sec) 4.13 Base Follow -Up Headway (sec) 22 Follow -Up Headway (sec) 223 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h) 0 Capacity, c (veh/h) 1136 v/c Ratio 0.00 95%Queue Length, %, (veh) 0.0 Control Delay (s/veh) 8.2 Level of Service (LOS) A Approach Delay (s/veh) 0.0 Approach LOS Copyright © 2022 University of Florida All Rights Reserved. Site Information Intersection Jurisdiction East/West Street North/South Street Peak Hour Factor Analysis Time Period (hrs) M'.'"v ' taa Wes Westbound R U L T R 3 4U 4 5 6 0 0 0 1 0 LTR 10 41 387 I 10 3 I Undivided J Main St & Louisiana Ave City of Sebastian Main Street Louisiana Ave 0.95 0.25 I Northbound L T R 7 8 9 0 1 0 LTR 10 0 38 0 0 0 0 L9 Southbound L T R 10 11 12 0 1 0 LTR 1 0 1 0 0 0 0 4.1 7.1 6.5 6.2 7.1 &S 6.2 413 7.10 6.50 6.20 7.10 &50 620 22 3.5 4.0 3.3 3.5 4.0 3.3 223 I 3.50 4.00 3.30 3.50 4.00 3.30 43 51 2 1284 590 396 0.03 0.09 0.01 0.1 I 0.3 0.0 7.9 I 11.7 14.1 I I A I B B I 1.1 I 11.7 14.1 I I B B I HCS`1JW TWSC Version 7.9 5 Generated: 7/6/2022 12:41:13 PM 'darn Louisiana PM 2024 w-Pto).xtw C-7 General Information Analyst Agency/Co Date Performed Analysis year Time Analyzed Intersection Orientation Project Description Lanes n20-056 PTC 7/6/22 2024 AM Peak Hour East-West Sebastian Oaks Total w/Frain Delay Vehicle Volumes and Adjustments Site Information Intersection Jurisdiction East/West Street North/South Street Peak Hour Factor Analysis Time Period (hrs) Molar c[reet Emv w," Approach Eastbound Westbound Movement U L T R U L T R Priority lU 1 2 3 4U 4 5 6 Number of Lanes 0 0 1 0 0 0 1 0 Configuration LTR LTR Volume (vehlh) 0 304 11 19 174 2 Percent Heavy Vehicles (%) 3 3 Proportion Time Blocked Percent Grade (%) Right Turn Channelized Median Type I Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec) 4.1 4.1 Critical Headway (sec) 4,13 4,13 Base Follow -Up Headway (sec) 22 2.2 Follow -Up Headway (sec) 223 2.23 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h) 0 20 Capacity, c (veh/h) 1286 f 1136 I v/c Ratio 0.00 0 02 95%Queue Length, Qgs (veh) 00 0.1 Control Delay (s/veh) 7.8 i 8.2 Level of Service (LOS) A A Approach Delay(s/veh) 00 09 Approach LOS Copyright © 2022 University of Florida. All Rights Reserved. HCS%9 TWSC Version 7 9.5 Main Louisiana AM 2024 m-Pioj - Train.xtw Main St & Louisiana Ave City of Sebastian Main Street Louisiana Ave 0.95 0,25 Northbound U L T R U 7 8 9 0 1 0 LTR 15 0 46 0 0 0 0 7.1 6.5 6.2 7.10 6.50 6.20 3.5 4.0 3.3 3.50 4.00 3.30 Southbound L T R 10 11 12 0 1 0 LTR 1 0 0 0 0 0 0 7.1 6.5 6.2 7.10 6.50 6.20 3.5 4.0 3.3 3.50 4.00 330 64 1 568 357 0.11 0.00 0.4 0.0 12.1 15.1 B C 12.1 15.1 B C Generated; 7/6/2022 12AS:34 PM C-8 General Information Analyst Agency/Co. Date Performed Analysis Year Time Analyzed Intersection Orientation Project Description (Lanes #20-056 PTC 7/6/22 2024 PM Peak Hour East-West Sebastian Oaks Total w/Train Delay Vehicle Volumes and Adjustments Approach Eastbound Movement U L T Priority 1U 1 2 Number of Lanes 0 0 1 Configuration LTR Volume (veh/h) 0 250 Percent Heavy Vehicles (%) 3 Proportion Time Blocked Percent Grade (%) Right Turn Channelized Median Type I Storage Critical and Follow-up Headways Base Critical Headway (sec) 4.1 Critical Headway (sec) 4.13 Base Follow -Up Headway (sec) 2.2 Follow -Up Headway (sec) Z.23 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h) 0 I Capacity, c (veh/h) 1056 I I v/c Ratio 0.00 I 95%Queue Length, Qss (veh) 0.0 Control Delay (s/veh) BA Level of Service (LOS) A Approach Delay (s/veh) 0.0 Approach LOS Copyright m 2022 University of Florida. All Rinnts Reserved. HCSVN TWSC Version 79.5 Main Louisiana PM 2024 w-Pro) - Train.xtw Site Information Intersection Jurisdiction East/West Street North/South Street Peak Hour Factor Analysis Time Period (hrs) Main 5t & Louisiana Ave City of Sebastian Main Street Louisiana Ave 0.95 0.25 Westbound Northbound Southbound R U L T R U L T R U L T R 3 4U 4 5 6 7 8 9 10 11 12 0 0 0 1 0 0 1 0 0 1 0 LTR LTR LTR 10 41 387 10 10 0 38 1 0 1 3 0 0 0 0 0 0 Undivided 0 0 4.1 I 7.1 6.5 6.2 7.1 6.5 6.2 4.13 I 7.10 6.50 6.20 7.10 6.50 6.20 22 3.5 4.0 33 3.5 4.0 3.3 12.23 3.50 4.00 3.30 3.50 4.00 3.30 43 1194 0.04 0.1 81 A 51 2 537 357 009 I 001 0.3 I 0.0 124 I 15.1 B I C 12.4 15.1 B C Generated: 7/6/2022 12:46:49 PM C-9 INTERSECTION VOLUME DEVELOPMENT SHEET Sebastian Oaks Nominal Growth Rate = 2.00% Peak Season* = 1.22 Buildout Year = 2024 Years = 4 Sebastian Blvd & Louisiana Ave (Existing Geometries w/Project) AM Peak Hour Intersection Volume Development Inlersections 20-056 7-6-22 Northbound Southbound Eastbound Westbound LT I Thru I RT LT I Thru RT LT Thru RT LT I Thru RT Existing Volume (8/5/20) 23 3 0 0 17 4 0 0 0 29 254 8 Peak Season Volume 28 4 0 0 21 5 0 0 0 35 310 10 Nominal Growth 2 0 0 0 2 0 0 0 0 3 26 1 % Project Traffic 0% 25% 0%) 0% 0% 25% 0% 0% 0% 0% 0% 35% Direction in in in out out out in in in in in in Project Traffic 0 4 0 0 0 13 0 0 0 0 0 5 Total 30 7 0 0 23 18 0 0 0 38 336 16 No. of Lanes 0> 1 1 1 0 1 0 1 1< 0 0 0 0 1 0> 1 2 1 PM Peak Hour Intersection Volume Development Northbound Southbound Eastbound Westbound LT I Thru I RT LT Thru RT LT I Thru I RT LT I Thru I RT Existing Volume (8/5/20) 30 8 0 0 8 8 0 0 0 11 602 20 Peak Season Volume 37 10 0 0 10 10 0 0 0 13 735 24 Nominal Growth 3 1 0 0 1 1 0 0 0 1 61 2 % Project Traffic 0%, 2 i% (1%, 0% 0% 25% 0% 0% 0% 0% 0% 35%, Direction in in in out out out in in in in in in Project Traffic 0 13 0 0 0 8 0 0 0 0 0 18 Total 40 24 0 0 11 18 0 0 0 14 796 45 No. of Lanes 0> 1 0 0 1< 0 0 0 0 0> 2 1 *Peak Season factor of 1.11 and Covid-19 factor of 1.1 were applied. 7, 612022 11: 4 3 C-10 General Information Analyst x20-056 Agency/Co. PTC Date Performed 2/9/22 Analysis Year 2020 Time Analyzed AM Peak Hour Intersection Orientation East-West Project Description Sebastian Oaks (Lanes Vehicle Volumes and Adjustments Approach Eastbound Movement U L T Priority tU 1 2 Number of Lanes 0 0 0 Configuration Volume (veh/h) Percent Heavy Vehicles (%) Proportion Time Blocked I( Percent Grade (%) Right Turn Channelized Median Type I Storage Critical and Follow -Up Headways Base Critical Headway sec) Critical Headway (sec) Base Follow -Up Headway (sec) Follow -Up Headway (sec) Delay, Queue Length, and Level of Service Flow Rate, v (veh/h) Capacity, c (veh/h) v/c Ratio 95%Queue Length, Q., (veh) Control Delay (s/veh) Level of Service (LOS) Approach Delay Is/veh Approach LOS Copyright © 2022 Univenny of Florida. All Rights Reserved Site Information Intersection Jurisdiction East/West Street North/South Street Peak Hour Factor Analysis Time Period (hrs) Westbound R U L T R 3 4U 4 5 6 0 0 0 2 1 LT T R 35 310 10 3 IM Undivided u Sebastian & Louisiana Ave City of Sebastian Sebastian Blvd Louisiana Ave 0.95 0.25 Northbound L T R 7 8 9 0 1 0 LT 28 4 0 0 0 LU Southbound L T R 10 11 12 0 1 0 TR 21 5 0 0 0 5.3 7.5 6.5 6.5 6.9 536 750 6.50 6.50 6.90 3.1 3.5 4.0 4.0 3.3 3.13 3.50 4.00 4.00 3.30 37 34 27 1150 624 563 003 0.05 0.OS 01 0.2 02 8.2 11,1 11.7 A B B 09 11.1 11.7 8 e HCSta.z` 1WSC Version 7.9.5 Generated: 2/9/2022 9:35:38 PM Sebastian Louisiana AM Exist.xiw C-11 I General Information Analyst #20-056 Agency/Co. PTC Date Performed 2/9/22 Analysis year 2020 Time Analyzed PM Peak Hour Intersection Orientation East-West Project Description Sebastian Oaks Lanes Vehicle Volumes and Adjustments Approach Eastbound Movement U L T Priority 1U 1 2 Number of Lanes 0 0 0 Configuration Volume (veh/h) Percent Heavy Vehicles (%) Proportion Time Blocked Percent Grade(%) Right Turn Channelized Median Type I Storage Critical and Follow-up Headways Base Critical Headway (sec) Critical Headway (sec) Base Follow -Up Headway (sec) Follow -Up Headway (sec) Delay, Queue Length, and Level of Service Flow Rate, v veh/h) Capacity, c (veh/h) v/c Ratio 95%Queue Length, Qys (veh) Control Delav (s/veh) Level of Service (LOS) Approach Delay (s/veh) Approach LOS Copyright © 2022 University of Florida. All Rights Reserved. Site Information Intersection Jurisdiction East/West Street North/South Street Peak Hour Factor Analysis Time Period (hrs) Westbound R U L T R 3 4U 4 5 6 0 0 0 2 1 IT T R 13 735 24 3 No Undivided U Sebastian & Louisiana Ave City of Sebastian Sebastian Blvd Louisiana Ave 0.95 0.25 Northbound L T R 7 8 9 0 1 0 LT 37 10 0 0 0 U Southbound L T R 10 11 12 0 1 0 TR 10 10 0 0 0 5.3 7.5 6.5 6.5 19 5.36 7.50 6.50 &SO 6.90 3.1 3.5 4.0 4.0 3.3 3.13 3.50 4.00 4.00 I 3.30 14 49 21 1150 435 416 0.01 0.11 0.05 0.0 0.4 0.2 8.2 14.3 14.1 A B B 0.2 14.3 141 B B HCSW TWSC Version 7.9.5 Generated2/9/2022 9:38:30 PM Sebastian Louisiana PM Exist xtw C-12 Analyst Agency/Co. Date Performed Analysis Year Time Analyzed Intersection Orientation Project Description ILanes #20-056 PTC 219/22 2024 AM Peak Hour East-West Sebastian Oaks w/o Project Vehicle Volumes and Adjustments Approach Eastbound Movement U L T Priority l u 1 Number of Lanes 0 0 Configuration Volume (veh/h) Percent Heavy Vehicles (%) Proportion Time Blocked Percent Grade (%) Right Turn Channelized Median Type I Storage Critical and Follow-up Headways Base Critical Headway (sec) Critical Headway (sec) Base Fallow -Up Headway (sec) Follow -Up Headway (sec) Delay, Queue Length, and Level of Service Flow Rate, v (veh/h) Capacity, c (veh/h) v/r. Ratio 95% Queue Length, Q" (veh) Cc nlrol Delay (s/veh) Level of Service (LOS) Approach Delay (s/veh) Approach LOS Copt -fight t 2022 University of Florida. All Rights Reserved. Intersection Jurisdiction East/West Street North/South Street Peak Hour Factor Analysis Time Period (hrs) Westbound R U L T R 3 nu 4 5 6 0 0 0 2 1 IT T R 38 336 11 3 No Undivided U Sebastian & Louisiana Ave City of Sebastian Sebastian Blvd Louisiana Ave 0.95 0.25 Northbound L T R 7 8 9 0 1 0 IT 30 4 0 0 0 U Southbound L T R 10 11 12 0 1 0 TR 23 5 0 0 0 5.3 7.5 6.5 6.5 6.9 5.36 7.50 6.50 6.50 6.90 3.1 3.5 4.0 4.0 3.3 3.13 3.50 4.00 4.00 330 40 36 29 1150 599 535 0.03 0.06 0,06 0.1 0.2 0.2 8.2 11.4 12.1 A B B 0.9 11.4 12.1 B B HCS%9 TWSC Version 7.9.5 Generated: 2/92022 9:40:02 PM Sebastian Louisiana AM 2024xtw C-13 General Information Analyst Agency/Co. Date Performed Analysis Year Time Analyzed Intersection Orientation Project Description Lanes a20.056 PTC 2/9/22 2024 PM Peak Hour East-West Sebastian Oaks w/o Project Vehicle Volumes and Adjustments ' Approach Eastbound Movement U L T Priority 1U 1 2 Number of Lanes 0 0 0 Configuration Volume (veh/h) Percent Heavy Vehicles (%) Proportion Time Blocked Percent Grade (%) Right Turn Channelized Median Type I Storage Critical and Follow-up Headways Base Critical Headway (sec) Critical Headway (sec) Base Follow -Up Headway (sec) Follow Up Headway (sec) Delay, Queue Length, and Level of Service Flow Rate, v (veh/h) Capacity, c (veh/h) v/c Ratio 95%Queue Length, Q>s (veh) Control Delay (s/veh) Level of Service (LOS) Approach Delay (s/veh) Approach LOS Copyright �s 2022 University of Florida. All Rights Reserved. Site Information Intersection Jurisdiction East/West Street North/South Street Peak Hour Factor Analysis Time Period (hrs) Westbound R U L T R 3 4U 4 5 6 0 0 0 2 1 LT T R 14 796 26 3 No Undivided U Sebastian & Louisiana Ave City of Sebastian Sebastian Blvd Louisiana Ave 0.95 0.25 Northbound L T R 7 8 9 0 1 0 LT 40 11 0 0 E, Southbound U L T R 10 it 12 0 1 0 TR 11 11 0 0 0 5.3 7.5 65 I 6.5 6.9 5.36 7.50 6.50 6.50 6.90 3.1 3.5 4.0 4.0 3.3 3.13 3.50 4.00 4.00 3.30 15 54 23 1150 402 385 0,01 0.13 0.06 0.0 0.5 0.2 8.2 15.3 ISO A C B 0.2 15.3 15.0 HCSGW TWSC Version 7.9.5 Generated: 2/9/2022 9:41:49 PM Sebastian Louisiana PM 2024.xtw C-14 General Information Site Information Analyst a20-056 Intersection Sebastian & Louisiana Ave Agency/Co. PTC Jurisdiction City of Sebastian Date Performed 7/6/22 East/West Street Sebastian Blvd Analysis year 2024 North/South Street Louisiana Ave Time Analyzed AM Peak Hour Peak Hour Factor 0.95 Intersection Orientation East-West Analysis Time Period (hrs) 0.25 Project Description Sebastian Oaks Lanes Vehicle Volumes and Adjustments Approach Eastbound Movement U L T Priority I 1 2 Number of Lanes 0 0 0 It Configuration Volume (veh/h) I` Percent Heavy Vehicles (%) Proportion Time Blocked Percent Grade (%) Right Turn Channelized Median Type I Storage Critical and Follow-up Headways Base Critical Headway (sec) Critical Headway (sec) Base Fallow -Up Headway (sec) Follow -Up Headway (sec) Delay, Queue Length, and Level of Service Flow Rate, v (veh/h) Capacity, c (veh/h) v/c Ratio 95%Queue Length, o9s (veh) Control Delay (s/veh) Level of Service (LOS) Approach Delay (s/veh) Approach LOS Copyright E 2022 University of Florida. All Rights Reserved HCSLN TWSC Version 7.9.5 Sebastian Louisiana AM 2024 w-Proj.xtw Westbound R U L T R 3 4U 4 5 6 0 0 0 2 1 LT T R 38 336 16 3 Undivided No U Northbound L T R 7 8 9 0 1 0 LT 30 7 0 0 0 Southbound U L T R 10 11 12 0 1 0 TR 23 18 0 0 0 5.3 7.5 6.5 6.5 6.9 5.36 7.50 6.50 6.50 6.90 3.1 3.5 4.0 4.0 3.3 3.13 3.50 4.00 4.00 3.30 40 39 43 1150 580 605 0.03 0.07 0.07 0.1 0.2 0.2 8.2 11.7 11.4 A B B 09 11.7 114 8 B Generated: 7/6/202212:48'21 PM IGN&I General Information Analyst b20-056 Agency/Co PTC Date Performed 7/6/22 Analysis year 2024 Time Analyzed PM Peak Hour Intersection Orientation East-West Project Description Sebastian Oaks Lanes I Vehicle Volumes and Adjustments Approach Eastbound Movement U L T Priority 1U 1 2 Number of Lanes 0 0 0 Configuration Volume (veh/h) Percent Heavy Vehicles (%) 1 Proportion Time Blocked Percent Grade(%) Right Turn Channelized Median Type I Storage Critical and Follow-up Headways Base Critical Headway (sec) Critical Headway (sec) Base Follow -Up Headway (sec) Follow -Up Headway (sec) Delay, Queue Length, and Level of Service Flow Rate, v (veh/h) Capacity, c (veh/h) 1 v/c Ratio 95%Queue Length, Qss (veh) Control Delay (s/veh) Level of Service (LOS) Approach Delay (s/veh) Approach LOS Copyright ? 2022 University of Florida. All Rights Reserved. Site Information Intersection I Sebastian & Louisiana Ave Jurisdiction 1 City of Sebastian East/West Street I Sebastian Blvd North/South Street Louisiana Ave Peak Hour Factor 0.95 Analysis Time Period (hrs) I 0.25 Westbound R U L T R 3 4U 4 5 6 0 0 0 2 1 LT T R 14 796 45 3 Undivided No A Northbound L T R 7 8 9 0 1 0 LT 40 24 0 0 0 U Southbound L T R 10 11 12 0 1 0 TR 11 18 0 0 0 5.3 7.5 6.5 6.5 6.9 1 5.36 7-50 &SO 6.50 6.90 1 3.1 3.5 4.0 4.0 3.3 1 313 3.50 4.00 4.00 3.30 1 15 1 67 31 1150 1 361 420 1 0.01 019 0.07 0.0 07 0.2 8.2 17.3 14.2 A C B 0.2 17.3 142 I C B I HCS4N TWSC Version 7.9.5 Generated: 7/6/2022 12:49:40 PM Sebastian Louisiana PM 2024 w-Prcjxtw C-16 APPENDIX D 2/11/22. 12:21 PM Indian River County. FL Code of Ordinances Section 952.12. - Access control. (1) General standards for regulating driveway locationsThe following general criteria shall be used in evaluating the adequacy of proposeddriveways for all uses requiring approval, except single-family dwellings. Scenic and Historic Road, subsection952.09(3), of this chapter shall apply here. (a) Sites located at intersections shall access onto the roadway having the lower functionalassification. The applicant may be permitted to access onto the higher classificatiomoadway if the public works director determines that such access would result in arimproved traffic circulation pattern. (b) Drive-in facilities having one (1) window or bay shall have sufficient on -site storagtD accommodate a minimum of five (5) queued vehicles, or one hundred (100) feet. Drive-ifecilities having in excess of one (1) window or bay shall provide on -site storagdn accordance with the following standards: Number of Drive -In Windows or Bays 2 3 4 5 6 Queue Distance 8 vehicles/160 ft. 10 vehicles/200 ft. 13 vehicles/260 ft. 16 vehicles/320 ft. 19 vehicles/380 ft. These standards may be reduced or modified by the public works director or his designeepon showing of good cause. The minimum allowable width of a driving aisle serving a drive -up window, (e.g. bankgstaurant, etc.) shall be nine (9) feet. No curb, machine, equipment or other protuberancehall encroach this nine -foot wide space. (c) Commercial sites having fifty thousand (50,000) square feet of gross floor area anore shall provide for an exclusive access drive at the primary entrance of the developmerand all points of ingress and egress located on a collector or arterial roadway, notincluding service entrances. Said drive(s) shall be used for providing access to allparking aisles and shall not contain parking spaces; also, parking space(s) shallot directly access onto such exclusive access drive(s). (d) Provisions for vehicular and bicycle/pedestrian circulation between adjacent parcel3nd development sites shall be provided through coordinated or joint parking and sidewalkystems, or shared driveways and roadways, interconnections and driveway or sidewallstub-outs, or other methods as approved by the public works director or his designee. 1. Access control for security.An interconnection between sites maybe gated or otherwise controlled about:blank D-1 1/8 2/11/22, 12:21 PM Indian River County, FL Code of Ordinances for security purposes, as approved by the public works director or his designee. For example, an interconnecting driveway between two (2) retail businesses may be approved to be gateduring non - business hours and open during business hours. 2. Traffic calming.To prevent or mitigate the effects of cut -through traffic, or to prevent speedingraffic calming measures may be applied to an interconnection, shared driveway, 0madway, and may be required by the public works director or his designee. The desigrand construction of traffic calming measures shall be subject to approval of the publiallorks director or his designee. The public works director or his designee shall maintaina set of county -accepted guidelines and standards for traffic calming measures. 3. Exemption. An exemption from providing an interconnection with an adjacent parcel or site m*e granted by joint approval of the public works director and the community developmercUrector based upon one (1) or more of the following staff determinations: a. The interconnection would funnel commercial traffic via a single street or accespoint through a residential neighborhood and create a commercial traffic cut-througkVithin an existing residential neighborhood. b. The interconnection would not meet Florida roadway/design "Greenbook" standards (would result in an inappropriate mix of vehicles such as mixing semi -trailers an¢assenger vehicles. c. The interconnection would dead end into an existing water body, environmentally sensitharea, platted subdivision, or built facilities and fail to provide future benefitaf connectivity with the adjacent parcel or site. d. The interconnection would serve only low density residential developments of lesthan two (2) units per acre and would fail to provide future benefits of alternateccess at or near a major roadway intersection or along a median divided major roadway. (e) Driveway entrances shall be designated to accommodate all vehicle types having occasioto enter the site. The following table presents vehicle types with their respectiveninimum inside and outside turning radii: 1 i Type Egress (feet) Ingress (feet) � _ 1 l Passenger car, van, 25 25 j I pickup E I Single unit truck ; 35 142 i { Bus 45 42 Tractor -trailer (40 feet) 45 40 Tractor -trailer (50 feet) 45 45 about:blank D_2 2/8 2/11122. 12:21 PM Indian River County, FL Code of Ordinances i Tractor -trailer (60 feet) 45 45 i Driveway entrances off collector and arterial routes shall conform with the provisionsf subsection 952.12(5) Driveway width and radii. (f) Loading and unloading activities shall in no way hinder vehicular ingress or egress. (g) All driveways shall maintain adequate sight distance, as provided in this code. (h) Ingress lanes: 1. Ingress left -turn lane requirements: A twelve -foot wide left -turn lane with appropriatstorage and transition shall be provided at each driveway when the average annuaJaily traffic (AADT) volume projected at the time of project buildout and peak houteft-turn rates meet the following thresholds: Projected AADT Volume Less than 8,000 8,000-9,000 9,001-10,000 More than 10,000 Peak Hour Left Turns 35 or more 30 or more 25 or more 20 or more 2. Ingress right -turn lanes: For any project, a twelve -foot wide right -turn lane witbppropriate storage and transition shall be provided at each driveway where the adjacentoadway average daily traffic exceeds ten thousand (10,000) vehicles per day, permitteatoadway speeds exceed thirty-five (35) miles per hour, and driveway volume exceedsane thousand (1,000) vehicles per day with at least forty (40) right -turn movementsduring peak periods. For any project, a right -turn lane as described in this subparagraph shall be provided at each driveway where right -turn ingress volumes exceed seventy-five(75) vehicles per peak hour. These standards may be modified by the public works directoror his designee where special roadway and/or traffic characteristics exist that affe(traffic safety. (2) Number and spacing of driveways. (a) One driveway shall be permitted for ingress and egress purposes to any project. (b) The approving body may either increase or reduce the following separation distancelsased upon a recommendation by the public works director after an analysis of streefrontage trip generation, or other factors, as deemed appropriate. about:blank 0-3 3/8 APPENDIX E WITH PROJECT Links Maintenance Report Sebastian Oaks LTNK a :,:NK -FSCP:i-TuL, CAPACITY TOTAL PROJECT TOTAL I,EX. DElwlD TRIPS uIPPvJECT A',%r,; A!-::--E CA-Ac-, 7 Y .,010N A'.-A//f:. --CUNT'. Vp C!7*- 924 4 572 572 61.9 10, S R. AIA,, Iz. CGUINTY VB L 92-A i 633 68.5 i020N R. AI.A//f. l.lE C:-,:, 1,144 G 568 5 49.7 1020S S.F. A!A/1-t. ','1, -,201 0 632 52.6 10-30N S.R. AIA//'.'-"TH -<TF7ET//:.L. E: 924 4 720 78.0 1030S S.F.. 924 4 3 967 C, 104.6 i 140N , S.F. AIA//S.R. VL- CITY 1, 144 913 1 79.8 I Q 4 0 -; S.R. AIA//S.R. VE, ',:TY 1,144 1,014 1,019 1,019 12s 89.0 1050N S.P. VB CITY L//FRE'- TT--FR :D 924 14, 0 747 747 1- 80.8 1050S S.R. AIA//N. VE CITY L/,,FREIj T,7:7F.*; nU 924 F 2 0 822 322 1 88.9 1060N S.R. A 1 A FREE) T UER K W:!;TR ECH R11 924 5.,2 0 582 582 1 2 63.0 1060S S.R. A!A//FREE) TUERK W*:N-Ek L-CH PL, 5124 f", 0 629 629 -- r, 68.1 1070N S.R. AIA//OLLI WINTER bCH JRZ: T 1, 190 577 0 577 517 6:3 48.6 1070S S.R. AIA//OLD WINTER LACH liS L 1, iso 44-' 0 442 442 37.1 10SON S.R. AlA//N. IRS `.10 1,190 57'1 20 597 1 590 5- 50.3 1080S S.F.. AIA//N. IR: 1,lq .0 44-' -, Cl - 462 0 462 7�� - 1 38.8 1090N S.R. AIA//C.R. 510//14. COVITTY 1.*-!;*-' 1,190 276 18 294 0 294 E �t 6 24.7 10905 S.P. AIA//C.R. 51011N. C(AMITY 880 381 14 395 1 396 4214 45.0 111ON INDIAN RIVER ST Iz OF 1,960 694 0 694 694 1, 2 % c, 35.4 1110S INDIAN RIVER BD.//4TH ST li US 1//!--TH 1,960 1,277 0 1,277 1,277 6P 3 65.1 1120N INDIAN RIVER Vh CITY L 1,960 1,015 0 1,015 1,015 94.5 51.8 1120S INDIAN RIVER BD.//*ZTti f7RKE-./'F. VE CITY I. 11960 1,650 0 1,650 1,6S0 3 " 1) 84.2 1130N INDIAN RIVER BL).//S. Vb C17Y STREET 1,960 1,015 1 1,016 1,016 944 51.9 1130S INDIAN RIVER BD.11S. VE CITY L//;-17;1 STREET 1,890 1,650 0 1,650 1,E50 4 0 87.3 1140N INDIAN RIVER BI). //:7TH fTkFEl-11-.:S- STREET 1,960 1 0 3- f, 1 1,036 1,036 921 52.9 1140S INDIAN RIVER BV. //'-?TH ZTREET//21,ST STREET 1,960 1,542 0 1,542 1,542 4 1 S 78.7 115ON 11; D I ;-I.' RIVER BD.//21ST ETREET//S.R. EC; 2,100 1,363 0 1,383 1,383 7 i 7 65.9 11505 INDIAN RIVER BD.//-IST STREET//S.R. ;Q 2,100 11599 1 1,600 1,600 500 76.2 1160N INDIAN RIVER BD.//S.rl. 00//NCRTH VE CITY L 1,960 1 , 2, 3 E. 0 1,236 1,236 724 63.1 1160S INDIAN RIVER BD. 11S. R. EWNCRTH VB CITY L 1,800 1,421 3 1,424 1,424 376 79.1 1170N INDIAN RIVER BD.//I#ORTH VE, CITY L//US 1 1,890 762 0 762 762 il i-12 40.3 1110S INDIAN RIVER BD.//NORTH VE CITY L//US 1 1,960 625 28 653 653 1,307 33.3 1210N I-95//N. COUNTY LINE//C.R. 2,980 2,32E 0 2,328 2,32P 653 78.1 1210S I-95//N. COUNTY I,lNr-//C.R. 512 2,980 2,043 0 2,043 2,043 S. 68.5 1220N 1-95//C.R. 512//S.R. EO 2,980 2,328 0 2,328 2,32E 653 78.1 1220S I-45//C.R. 512//S.R. -;(, 2,980 2,043 0 2,043 2,043 g-..- 68.5 1230N EO//OSLO RD 2,980 2,070 0 2,070 2,070 91 69.5 1230S I-ss//s.R. CO//OsLo RD 2,980 1,9�6 0 1,980 1,�r0 I C. 01 66.4 1240N 1-95//OSLO RE)//S. COUNTY 1,1NE 2,9880 2,170 1 2,071 2,071 9q9 69.5 1240S 1-55//OSLC RD//S. CCUNTY LINE 2,980 1, 9 ci 0 1,980 1,980 i, 0 66.4 1305N U.S. 111S. COUNTY LlNF//0LI.C, RZ 11960 1,29:1 22 1,320 1,320 67.3 1305S U.S. 111--z. COUNTY R: 1,960 1 1 -, 2, -1 14 1,736 117.e 2' 4 88.6 1310N U.S. RD//4TF ST I k PL\'-, 2,940 1,419 12 1,431 1,431 50C) 48.7 1310S U.S. Ru//471: ST 0 ik FILVI. 2,940 2,075 3 2,077 2,077 70.7 1315N U.S. 1//4TH ST @ lR ELVI',//5TH t�TFFFT 2,000 1,C1 -, 0 1,017 1,017 9F4 50.8 1315S U.S. 1//4TH ST @ 1' FlL',TD//`TH STREET 2,000 1 , : 1.4 0 1,469 1,4Eq 73.6 1320N U.S. 1//aT!i 1,960 1 4 0 1,045 1,04r 53.3 1320S U.S. 2//?TH I , r., .7, 0 0 1,280 1 65.3 1325N 11.. STPEKT//S. C: 1,630 L) 1,219 74.8 13 2 E.: U.S. !//IZTfi 1,630 .1 4 0 1,412 1,41112 F 86.7 13 31 L) N U.G. ://F. %1! CITY 1,770 jq 0 1,183 11 1A-- 66.8 1--30S U.C. CIT. 1,770 0 1,250 1,.no 70.6 U.S. 1//1TH F rK, 71 i 100 9 1,156 77.1 c- S i". S STREET/!...P. 1,500 0 1,087 72.5 4 i�N U.S. E F;,: 1,500. cy i2 791 62.7 A: 1,1=00 6 846 56.4 4 --.N ;A*_X 2,116 1e 1,024 48.4 342 U 1,770 w i C 902 50.9 2,322 20 1,1:E 48.5 2,010 1,180 2-320 1,5711 67.7 i`c_ L 2,010 1,233 61.4 N 2,586 1,500 58.0 2 , fil 0 1,012 50.4 U. 4 2,352 :,4-Z 1,454 61.8 S . 4 4 2,010 1,00? r 50.2 1,435 60.2 4 7� V 2,010 912 45.4 7 N 2,55a 1,67u 65.3 4 ol 1,041 51.8 L Z Z 2, E- a 1 1,567 759.6 'T. I-F 7 960 62.0 2,64E 1,465 55.8 1,560 11009 -1 :o: 51.8 WITH PROJECT Links Maintenance Report Sebastian Oaks ANK -- LIL,"K I Psc:; P- i ON CAPAM :"UFRFNT TOTAL PROJECT TOTAL E.M. VEST DEMAND TR 1 -.0 -A 1--9014 U.S. 1//OLD D.-M-E li1r.'Y11SCHUMANI: DR 2,210 16 1,350 17 1 6 -t 61.9 1---90S U.S. IWOLL) DIXIE 093 is 11108 10 57.0 13 9514 U.S. I//SC!-'Ullt-NN 5I- 1,960 1,304 0 1,304 15 67.4 13 95S U.S. 1//SCK*%lAN?. Si: 1,960 1,144 0 1,144 11 1, 1 59.0 1400N U.S. 1//C.R. SEB CITY L 1,630 1,300 16 1,316 is 1 --1 a( $1.8 14005 U.S. 1//C.R. 512//N. SEE CITY L 1,712 .,Ilg 15 1,134 11 1,145 S67 66.9 1405N U.S. I I IN - SEE! CITY L//ROSE. ANrl F.E. 1,960 1,157 0 1,157 6 1, 1 i;5 7 59.5 1 .10 5!5 U.S. 111N. SEE CITY !d/R0SEvL;,N1,, RD 1,960 1,157 0 1,157 13 1,170 790 59.7 111ON U.S. 1//ROSELMI-a RD//N. 0_,UNTY LINE 11960 1,141 0 1.,141 5 1,146 814 58.5 1410S U.C. 1//R0SEL,;-24D PL-//';. COUNTY LINE 11960 964 0 964 F S'? " 2 9 49.6 151014 SCHUMAIIN I-EE 880 501 6 .507 0 507 57.6 1510S SCHUMANN DRIVC.R. ',-.-C, -! EfTH SEE 980 316 i 317 0 317 553 36.0 1520N S CHIJI-1AIIN ' 'S. SEE C-1-1Y 1 880 510 0 310 0 310 5 35.2 15205 SCHM-UVIN :) -- Id/S. SEE CTTY L/M.S. 1 880 231 0 231 0 � �l -- 6 4 4 26.3 1610N ROS E I.Al i D RD//C.R. SEE CITY L IR80 372 0 372 0 372 51), 42.3 1610S ROSEL.MV RD//C.R. SEE CiTY L 680 450 0 450 i 45-. 4 2 51.3 162014 R05ELADD rD//!:. SEE C:T-Y 880 471 0 471 -72 40r 53.6 1620S ROSELAND RD//!;. SEB CITY I-M.S. 1 Soo '765 0 765 766 1'.4 87.0 1710E C.R. 512//S.F. Soo 569 11 580 518 0 0 01 65.9 171OW C.R. 1,190 882 0 882 662 306 74.1 1720E C.R. 51C 1,960 871 50 '921, 5 926 1,034 47.3 1 72 2 OW C.R. 510 1,890 980 1 981 3 984 906 52.1 1*730E C.R. S12//C.R. SI011W. SES CITY L 1,960 967 0 967 6 975 q* - 49.7 17 3 OW C.R. 512//C.R. 510//W. SEB CITY L 1,960 1,005 0 .1.0 00* 5 1"310 950 51.5 1740E C.R. 512/Al. SEE CITY L//RosELAND RD 1,960 737 8 745 1,215 38.0 17 4 OW C.R. 512//W. SEE CITY Id/ROSELAND RD 1,960 760 0: 760' 5 765 1, 195 39.0 1750E C.R. 5121/ROSELAND RD/N.S. 1 1,960 553 0 '553 13 566 1,394 28.9 1750W C.R. S12MOSELAND RD//U.S. 1 1,960 736 0 .736 11 747 1,213 38.1 1610E C.R. 510//C.R. 512//E6TH AVE 880 471 44 -515 2 517 53.8 181OW C.R. 510//C.P.. 512//66TH AVE 880 765 765 - 768 112 87.3 1620E C.R. 510//66TH AVE//56-lH AVE 880 432 35 461 0 467 4 1 71; 53.1 182011 C.R. 510//66TF A%lr-/ I S BTH AVE 880 748 14 762 0 762 lis 86.6 1830E C.R. 5I0//56TH AV E / I U. S. 1 $80 5751 25 599 1 1500 283 68.2 1830W C.R. 5I0//$ETH AVE/M.S. 1 880 761 26 808, 1 309 71 91.9 1840E C.R. 510//U.S. AIA 2,049 629 61. 690 1 33.7 I S 4 0 E-1 C.R. 510//U.S. 1//S.R. AIA 2,049 950 84 1,034 i 14 50.6 1905E S.R. CO/Al. COUNTY Ll!iE//C.--.. E12 2,660 269 0 269 269 2,39i 10.1 1 905W S.R. 60//W. CCUNTY LINEEI/C.R. 512 2,660 138 0 138 i-A 2 5217 5.2 1907E S.R. E-Ol/C.R. 5:2/1"0071- AVE 1,890 443 0 443 443 -',447 23.4 1907tj S.R. 60//C.R. 512//100TH AVE 1,890 231 1 232 (.5;; 12.3 191GE S.R. 00MOOTH 1,960 598 43 641 7Z -1 r4 32.7 191014 S.R. 60M00TH A%!E//.'-95 1,960 777 110 887 :-:87 1, C;-;-; 45.3 1915E S.R. AVEcq 2,680 1,142 57 1,199 - ---,4A- 44.7VE 191 SW S.R. 6 0 111 - S- E I I K-- AV 2,680 1,408 64 1,472 -472 i, ZQc 54.9 1920E S.R. EWIF214r AVE//667-i »VE 2,940 1,077 8 1,085 36.9 1920W S.R. 60//6211D AVE / / -- 67.11 AVE 2,940 1,226 52 1,278 I, 27a 1, G 43.6 1925E S.R. fO,, i E• i. T-. A%'--,- / A V 2,940 1,494 14 1,508 51.3 1925W S.P. 60116f7f: AV 2,940 1,491 37 1,527 1. 4� 1 51.9 2,940 1,494 19 1,513 61.4 1 930L-2 S.R. A'. 7 E I / 4 --'F% AVE 2,940 1 _,-1 24 1,486 50.5 1931EE S.R. f0/ 14 3 R:' AVE/ / 27, TH A'.1- E 2,940 111309 1 1,309 il -09 r. 44.5 193511 S.F. W 2 7 H AVE 2,940 11-110 16 1,426 48.5 i 94C-E S.R. 2,940 C, r-- 9 0 1,099 37.4 94L 2,940 4 0 1,214 -:4 - 41.3 C-45F S. 3,396 S-24 17 941 -41 4 27.7 i 94 -rt-., S.R. f, fl, / 20 -- 3,3396 9 ;l 986 29.0 / I I :X: C. . 3,396 0 1,007 r 29.7 0 1..; S.R. C. C AV.-- 3, 0 774 22.8 i?55E S f A.'�' . 111' . :- . 33,396 ;"47 0 647 2, 4 24.9 19 t. c", V/ 107 H AV i S . 3,396 --160 0 560 16.5 S.:.. 0 P % S. N, P-1 2, 100 0 612 4'" 29.1 9 C C"..; S-4. 4F(, "V-7. AN 1 L. 3,020 410 0 410 1� 13.6 I �Ir5E 2,100 :,--05 0 1,205 57.4 .3 2,100 :lz--19 i 1,260 60.0 197+�E 1 1 00 0 992 60.9 C. -1 C. to 5... 1,630 n0z 0 902 55.3 •E A,.-., 1, C.-O 0 597 36.6 482 29.6 2 co C. 70G '184 0. 184 26.0 2 i1 12 5 H 7 7 H, A7 709 LC-4 15 264 37.2 201 C E 0,-, I � C. 1 Cj - 56.3 2 zl:. Y i 4 70r. C 257' 40.5 4:- 70 E�- 54.9 G 40.5 WITH PROJECT Links Maintenance Report CDFIR- Sebastian Oaks 1ANK 4 XF S P I ON C76PACIT (7UPRFNT TOTAL PROJECT TC,7A-- jaiDEMAN R I Ps C i A.- y ` 020E f;JE 3: AV �1 E 60 26.5 2020 ,17/141R:- AVE uo 299 1 300 34.1 2 0 -, C- E I ET11 ST--%ErT//4-,LD All E AVE 880 330 1 331 37.6 2030,, 16-il1 sT*,HET//4"F-', WE//27T)i AVE 880 314 0 314 314 35.7 2040E I (-'rl- ST REE 7 2 77 H :W OTH AVE 880 293 0 293 2'! 33.3 2 0 4 O'd-i 1 AVE//20TH AVE Sao 345 0 345 345 --- 39.3 1050 i S-1-F ST E'-.7 T L: AVE I I IX I F. 1,290 553 0 553 42.9 2 0 5 0'.1 --ET` EET Z 07H AlJ7/l6L,) 1,290 611 0 611 47.3 2060-- !:T//OLC. DiXIE HWYM.S. 1 1,770 996 0 496 496 i,27= 28.0 2060 lv; I-ETH/17TH -':T//O-!1'; HN'sWU.S. 1 1,770 477 0 477 3 , 27.0 111107- 17T.q 1//'N*r%!A:l RIVER BLVD 1,770 458 0 458 P 458 26.8 2 11 OW 1/11NDIA!l RIVEP BLVD 1,770 626 0 626 62 35.4 2120E 1771- RIVER IALVDIIS.R. AIA 1,960 1,014 0 1,014 i3Oi4 61.7 2 12 G.-; 1 5T//.Z*:.D7;-l- AIA 1,960 1,738 0 1,238 63.2 1,960 1*014 0 1,014 "C.14 6 51.7 2 1 OW 12 ;0-FF',-;UE//;ETH :WE 792 73 0 73 9.2 2215E 1 '-- T F ST I I C G-1 H Z0.' /5 E TH. All 675 73 0 73 7- cr, 10.8 22 1 SW 12TH r-T//GGTH AV 675 91 0 91 13.5 2220E 12TH SThEET//56TF AVE 4 3 %D AVE 88.0 263 is 281 261 599 31.9 2 2 2 0'.-1 12 T H STREET //55TH AVE/ /4 3RE) AVE 293 0 293 2 » 5t7 33.3 2230E --- 2TH STREET//43--D r*.Ml 27TP AVE 880 303 0 303 34.4 2 2 301.1 127.4 STtEET//4-r,!-- AVE 2 7 TH AVE 880 407 1 408 a0b 72 46.3 2 40E 1--.F STREET//ZI-ijj 2 U T H AVE 675 418 0 418 is -- 62.0 2240W 127H STREEW/2-M, W-r//20TH AVE 615 538 0 538 538 2 79.8 2250E 12- I I STREET //-:OT1i DIXIE HWY 880 514 0 514 514 58.4 225074 12TF STREET//20TF AlJE//OLI) DIXIE BUY 880: 657 0:; 0-7 CIS'? 74.7 2260E 12TIl STF%EET//OLD DIXIE liWY//U.S. 1 .1 770 631 0 -631 631 i, 134 3S.7 226OW 12TH $TREET//OLD DIXIE HWY//U.S. 1 1,770 741 0- 741 1,G24 41.9 2305N OLD DIXIE Ht*.'Y//S. COUNTY LINE//OSL0 FD 880* 282 4 .286 286 554 32.5 2305S OLD DIXIE HWY//S. COUNTY LINE//OSLO RD 634 305 0 305 48.0 2310N OLD DIXIE liWY//OSLO RD//4TF ST $ao- 324 1 325 325 ^5 36.9 2310S OLD DIXIE Pt'.'Y//OSLO RI)//4TH ST too 480 0 480 4,)0 $4.5 2315N OLD DIXIE HWY//4TF ST//8T)f ST 7.92 457 9 4 . 66 466 58.8 2315S OLD DIXIE HWY/Mll ST//6TIf ST 792* 542 11 553 553 69.8 2320N OLD DIXIE HEW/ETH ST//127'11 ST 792, 498 0 .4.96 498 '14 62.9 2320S OLD DIXIE Ht-.Y//8TH ST//IZT.q ST 70 645 0 645 645 81.4 2325N OLD DIXIE HilW12TH S-111S. VB CITY L 675 454 0 454 454 67.2 2325S OLD D I X I E ST!/S. VB CITY L 675 599 0 599 5co 88.8 2330N OLD DIX:E !i.-.YIIS. VZ- CITY L//16TF ST 675 376 0 376 55.7 2330S OLD 11-Y I r- HEW/S. V-2- CITY L//1671- S7 675 416 0 416 44 c 61.6 2 3 3 S N OLD D j:-'. I E VWY/ / 1 rrT$i ST//S.R. (X $60 299 0 .299 299 `G1 34.8 2335S OLD DIXIE HEW / 1 6T?-' ST//S.r%. 60 860 233 0 233 2 i*i ',4-- 27.1 2 34 SN OLD DIXIE HEW / 4 1 ST STMETH $T 880 168 0 168 ton 7 19.1 23455 0 1- t; :)!.*-:E H"XY / / 4 1 S T ST 4 T H ST 880 167 0 167 ic7 19.0 rO!q OLD:11'.-*. 7 E H WY / / 4 :5 ST//49711 S7 880 103 0 103 -0; 11.7 21-50S 0 L!-- D IX : v- H-6WY 1 /4 E TH ST 1/29711 ST 880 93 0 93 10.6 2-3-5514 0! '-X*V,' 4 T H S-,, / i� ST 880 126 0 126 14.4 4 97H ST//iS711 ST 680 109 0 109 luK 12.4 Z 6 0 ll OLD 1)1:-:" '- O.'Y / 7 STIIi:'Ml ST 880 131 0 131 14.9 2 16 0 S OLL 1 K V. Y / T ST 880 81 0 81 9.2 6 rN O'c D: i r i C R . 0 793 105 0 105 13.2 .6 5 i90 54 0 54 4.5 4 77 :v S1. 1,068 480 7 487 41-- 46.6 1,068 594 0 594 55.6 �aLON .. Z-: : -, -. --: A, *V-::,k,-, .-.;s Ll- R, 1,068 Fit= 0 613 Ci 67.4 42 0:3 2" H -k!V/4TH ST 1,068 722 a 722 67.6 ON : 7 A'l-FN:1---//-!TH S7 1,032 1,57 0 557 54.0 Z 1,032 706 0 706 Cr, i68.4 Z 4 4 CON 2 ST :,032 460 0 460 i0 44.6 2 -' 4 '-, S F 7'4 S 7 11032 699 a 699 67.7 --7u VB 1,032 430 0 430 41.7 ZZ -1,032 642 a 642 (.42 62.2 :-*fiON C-1 Y IETH S7 1,032 430 41.7 ,,032 642 0 642 E 62.2 50 -,032 577 5772 55.9 4 6 0 44E 43.2 4 r'--:Z 2-�L Bl"':, C 259 33.2 8io 412 50.8 7.1!- ..7 ...: .�7... 6 C. 419 43.7 9 1 53.6 880 ;4 39.5 880 293 33.3 �.::Z: AV' 96C, '.3 -j - 0 E-3 42.3 1960 75 38.3 WITH PROJECT Links Maintenance Report Sebastian Oaks 1ANIV d LINK 'I.T 1 111!1 CAPACITY COPPENT TOTAL :+10JECT "0- VEST DEMAND 7r I: p:; 7 F,- 7 CAPACITY OSLC RD I 14 -;. 1 AVF//2-71F. VE 1,960 1,085 34 1, nq 57.1 OSLC KI/14 4PL A'.'E 1 714 AVE 1,960 977 4--- 1,020 4 52.0 i-:E OSLC -RD I / 2, 7,Ti. AVE,l/:C,7F AVE 11960 736 0 736 37.6 '--T!i A*-*F.,'1-7,-,7H AVEE 11960 910 0 910 46.4 u F OSD I L A', "E' I X 1 1,960 745 0 74OSLCC 38.0 - II; OS:.O R r/ / Z "H A1,'F/!0LV DIXIE 1%WY 1,960 941 9 950 10 48.5 0 F OSLC DIXIE HWY//U.S. 1 1,960 672 0 672 7 1 i C 34.3 25S0II OS-' PIXIF V',-.Y//U.S. 1 1, 960 966 0 966 4 49.3 0, v' :<-' NUT USE - SIP ZE10N ST//S. 675 342 0 342 -,42 -.3-. 50.7 S7rEET//S. CT-:* I. 675 461 6 467 69.1 CITY T 675 406 0 406 60.1 "N CTh A1.,--:.1U--/ 7Y 675 368 0 366 54.5 --S NTH k 0 860 122 0 122 14.2 CN :(,Tr. AV PAU, RLV- 540 113 0 113 1.3 7 21.0 ',,,TH AVENUE I IS. k. CCWRCYAL FALM BllJc 675 153 0 153 22.7 F- H 6T1, AVENVE//ROYAL PALM LV--1//I7T ST 810 186 0 188 E 18 23.3 7 C7 F AVEN",TK//P,)','AL PALM FMIL-I' I 7Tf! r. T 675 387 0 367 57.3 -)N 2CTH RD.//47H ST 880 579 2 581 L 66.0 81.0S R:`.//4TH ST 880 377 0 377 7 j 42.9 2 S76'8TH ST 810 671 0 671 82.9 S 2 0 S ST 810 305 0 305 I.Ir 37.7 , 'C,!, .1 ST 810 462 0 462 4 -4w 57.1 2.30S 07F .7,LVENIJEE//rTH ST111-711 ST 810 361 0 361 449 44.5 6 4 ON 2071i AVENUE//12-M ST11S. VB CITY L 1,770 577 0 577 5-7 1 32.6 10S ^67H -'iVENjTE//12TH. ST//S. VE CITY L 1,770 361 0 361 20.4 2 S E, (I IV, ZOTH AVENUE//S. %'Fj CITY L//16TH ST 1,870 577 0 577 30.8 2850S 2GTH AVENUE//S. VS CITY L//16TH ST 1,870 304 0 304 C 4 1, s6i, 16.3 2 � (30N 07H AVENLTEMETH ST//S.R. 60 1:870 407 0 407 407 ',4v3 21.7 28860S ZOTH AVENUE//16TF ST//S.R. EO 1,870 116 0 Ila 6.3 810N 20TF AVENUE//S.R. E0//ATLANTIC BLVD 860 161 0 161 18.7 .S70s :GTF AVENUE//S.R. 60//ATIJNTIC BLVD 860 434 0 434 434 4 2;F 50.5 2905N 43RD AVENUE//S. COUNTY LINE//OSLO R:) 1,140 471 1 472 1 4-2 EEC 41-4 2 -S 43RD AVENUE//S. COUNTY LINE//OSLO RD 1,190 465 0 465 39-1 2 1 ON 43RD AVENUE//OSLO RD//4TH ST 1,056 642 19 661 62.6 2 1 Oz�, 4-,RD AVENUE//OSL0 RD//4TH ST 1,056 470 2 471 471 5e5 44.6 2 9 '1 514 43RD AVENUE/14TH ST//8TH ST 864 750 9 759 - 87.9 2"-15S 4 R I, AVENUE/14TH SWIM ST 864 463 6 471 471 54.5 -1 4 -3-Ri: AVENUE//FTH ST1112TH ST 864 738 9 747 47 7 86.5 2920 L ST//I-TF STI 864 493 501 58.0 4 3:; � AV-EN;)E//124H ST 864 750 0 750 86.8 �z 1 4 AVENI.-E-111 2T'-, FTMETH ST 864 575 1 576 n7 is 66.6 N' 4 --, R L- XIEN ZJ I ( T H ST11S.F. EO 1,071 760 0 760 7 C 70.9 4 ---RD :OJEENUE/ /I (TH S7//S.r,. 60 1,071 410 0 410 4 (.1 i 38.3 29?51Z 4 ---:k E, WENVE/ IS. R. 60,0 /-- i-TH ST 1,796 469 0 469 4, :1 7 26.1 15 4 R V WPNUE/ I S. R. COV/26TH ST 1,796 377 0 377 21.0 4 C, N' 4 F. L WENUE/ /-2 (7 H ST114*-,ST ST 880 399 R 407 4 7 46.2 4 '-,:, L A)EN:1F 0 TH 680 2 $, -`k 293 33.3 4 Z F:' E.': ,: E I 14 ETH S: 880 304 1 315 35.9 4 NVE F-//4E-H ST 880 90 203 23.0 4 4 T 1: S-114s--a ST 880 270 270 30.6 fz 4 ---.Z:L AVEN'I.1E//4'-TH ST I 1 .11 i7li S7 880 535 a 535 60.8 E Is 1, C M11/47H S7 11960 650 1 651 33.2 IF I I I 4'�'H ST 1,960 732 0 732 37.4 5 7 F :��'FNTUE/147'-' S711�71H S-4 1,770 E09 809 45.7 ST 1,770 686 886 50.1 TE ST 1,770 921 St 4 3 53.3 1,770 1'e1-7 c 1,017 57.4 1 770 1,01-- 1,0112 57.2 1,770 1,115 63.0 1,770 1,n37 r, 1,037 58.6 1,770 834 634 47.1 S 1,960 E 4 4 43.1 4 S". 1,960 49- 25.2 4 TH S- 997 4' 913 41.4 S- 880 4-';C 450 51.2 E-4 WITH PROJECT Links Maintenance Report CDFR9055 - Links Maintenance Report Sebastian Oaks LINK 11 Lj-'JK I;EcCPiPTIC,il, S'APACITY C.UPRENT TOTAL PROJECT Tt.)TAL I'•EM. 8U VEST VEYAll Trips ::/ PKv; ECT A`iAI LAB LE CAPACITY 3040tiT BET? A`!ENUE//45TH ST//45TH ST s16 9 3z o ss2 :c' 2 57 a az.$ 304OS 1% 5H AVENUE//45TH ST//45TH ST 880 422 0 422 .1 458 47.9 ,0451d 5£TH AVENUE//45TH ST//65TH ST 1,106 401 0 401 401 705 36.3 3045S 5ETH AVENUE//49TH ST//65TH ST 880 405 - 94 499 499 --El 56.7 56.7 3050N 56YH AVE/65TH STI/E?TH NUE/ ST 1,074 362 0 362 3E2 712 3QZ0R 567H AVENUE//65TH ST//ESTH ST Soo 353 1 5 34 '54 5 � E 40,2 05514 BETH AVENUE//69TH ST/IC.R.510 880 260 0 280 0 2izo 600 31.8 ?0555 BETH AVENUE//65TH ST//C.R.510 880 23$ 0 238 0 238 642 27.0 3070N 66TH .NV//OSLO RD//4TH ST 740 232 1 233 233 507 31.5 3070S EETH :VJ//OSLO RD//4TH ST 740 314 0 314 3's4 426 42.4 30E011 cETH ;%;//•,TH SWESTH ST 1:1,190 327 0 327 863 27.5 30E0S EM A0J//4TH ST//8TH ST !,.-190 356 0 358 358 632 30.1 30901d 66TH AV//8TH ST//12TIi ST 1; 190 383 0 383 383 807 32.2 3090S 6ETH AV//eTH ST//i2TH ST 1,190 429 10 439 4'9 75i 36.9 3100N 66TH AV//12TH STI/1:TH ST 1;'190 435 0 435 435 755 36.6 3100S 66TH AV//12TI1 ST//16TH 5T %.1,.150 438 10 448 446 747. 37.6 311014 66TH AV//16TH ST//SR 60 ..-=832, 445 0 445 445 367 63.5 3110S 66TH AV//16TH sT//SR 60 <s',792 728 10 738 738 54 93.1 3120N 66TH AVENUE//s.R. 6o//26TII ST -880 %35 8 743 743 137 84.4 3120S 66TH AVENUE//S.R. 60//26TH ST -`-880 793 10 803 H3 77 91.3 3130N 66TH AVENUE//26TH ST//41ST ST :',$80 727 0 727 727 153 82.6 3130$ 66TH AVENUE//26TH ST//41ST ST '-Z>8$0" 771 2 773 773 107 $7,9 3140NT E6TH AVENUE//41ST ST//45TH ST ''`$$0. 686 0 686 6Eu 194 77.9 3i40S 66TH AVENUE//415T ST//45TN ST 880; 704 0 704 704 1%6 80.0 3150N 667H AVENUE//45TH ST//ESTH ST 880• 525 0 525 525 355 59.6 3150S 66TH AVENUE//45TH ST//65TH ST ;'5880 541 0 541 541 339 61.5 316ON 66TH AVENUE//65TH ST//65TH ST :: ,?;.$$(!. 668 0 668 6f 8 212 7$.9 3160S 66TH AVENUE//65TH ST//69TH ST $$0: 828 0 828 528 52 94.1 3170N 66TH AVENUE//65TH ST//C.R. 510 . 88i1 699 0 699 699 181 79.4 31705 66TH AVENUE//69TH ST//C.R. 510 $$0* 88 11: 89 69 791 10,1 3210N 74TH AVENUE//16TH STREET//SR 60 1 :i:8.80; 125 37 _. 162 162 718 1$,4 3210S 74TH AVENUE//16TH STREET//SR 60 ;'°:;g80, 125 0' 125 125 755 14,3 3310N 62ND AVENUE//OSLO RD//4TH ST '740. 156 0 156 156 584 21.1 33105 821FD AVENllE//OSLO RD//4TH ST 533 154 0 154 154 379 28.8 3320N E211D AVENUE//4TH ST//12TH ST 88p; 197 3 200 200 680 22.8 3320S 82ND AVENUE//4TH ST//12TH ST ??;''7.40. 218 0 218' 218 522 29.5 333ON 82ND AVENUE//12TH ST//S.R. 60 -:. 880 291 0 291 241 569 33.1 333OS 82ND AVENUE//12TP ST//S.R. 60 .:880 287 0 287 2R7 593 32.6 334015 6-211D AVENUE//S.R. 60//65TH ST 499 114 0 119 ii4 335 25,4 3340S 8211D AVENUE//S.R. 60//65TIi ST "449, 175 0 175 175 21 38.9 135ON 8211❑ AVENUE//65TH ST//65TH ST ;7906• 26 0 26 26 714 3.5 3350S 82ND AVENUE//65TH STI/65TH ST 740 24 0 24 24 716 3.2 336011 9STfl AVENUE//6TH STREET//12TE STREET 880. 113 0 113 .. 767 12.$ 3360S 9ETIi AVENUE//6TF. STREET//I-"TH STREET 880 120 0 120 120 760 13.6 337014 9£TH AVENUE//12TH STREET//16TH STREET $80 156 0 156 E. 724 17.7 3370S 9STH AVENUE//12TH STREET//16TH STRR£T "$8p 122 0 122 i22 758 13,9 _3SONI 9=TH AVENUE//1ETH STREET//SR 60 Sap °3 112 205 E. fi ` ` 23.3 _360S 4STH AVENUE//IETH STREET//Sia 60 880 123 2€ 151 _;1 725 17.2 --0014 9ETH AVENiJE//SR EO//1cTH STREET 1,190 44 0 44 :.'• 1,146 3.7 0: 9sT91 AVENUE//SR 60//26Tli STREET 1' 190 41 0 41 41 1, 145r 3.5 3610E 77TH S0r//6ETH AVENUE//U.S. 1 634 78 6 64 e4 550 13.2 361 JIN 7771i: SW/66TH AVENUE//L'.S. 1 792 136 0 136 _:u 656 17.2 ?71C'E 69TH STREET//E211D AVENUE//66TH AVE 999 37 G 3-7_ 912 8.3 3%1G;ti 69TH STREET//6P11D All ENUE//c6TH PIE 7,40 40 0 40 4G 700 6.5 312GE c9TH STREET//6ETH AVENUE//55TH AVE 634 55 0 55 c` 579 8.6 3%20'.1 69TH STREET//66TH AVENUE//5ETH AVE 634 195 0 195 _ 439 30.7 =4:r. STREET//55: :OJENUr//OL, i3IY.IE HWY $$Q 74 v 74 000 8,$ 3730e 69TH STREET//5ETH :,VENUE//OLD DIXIE HiiY Boo $2 (1 82 c.2 %98 9.4 3%4CF c9?H STREET//OLD DIXIE HWY//U.S. 1 590 71 0 71 469 13.1 :74ON c;TH STREET//OLD DIXIE HWY//U.S. 1 540 64 0 64 C4 476 11.8 -$20E __TH ST//EETH AVEI:UE $80 40 G 40 84G 4.6 cS?^ S?'/ECTH A'v^NLtEi. TH +4Ei J" 880 55 i 55 _ e..0 6.2 3c_0E E;:.. ST!/52TIi AVENUE/:CLi) Di:•:IE H'.`- 880 %-'. 0 74 •i cOb 8.4 363-1W 6LTH ST//53TIi AVENUE//CLP PIn:E li".-Y 880 137 _- %4s 15.6 _c4 L r.�:H _://OLD LI:•:IE H:4Y V.S. 1 8$0 5_ C. _ c_c 6.2 :£4 .. -... _://eLL DI::I£ 880 82 Cl 62 =_ 798 9.3 4<<C' ..... ;/EETr. 533 5:2 v 52 9.7 4G... 4?7.. _?!/ECTH ,i'Etr £IIIeiH A..E:1;« 880 _C'7 4 107 I 12.1 4 , .,E ;GTF ST//SSTH A`iENUE//43F.^^• F.4EI:UE $$Q 2: 0 26-7 30.3 423.... 4TH _ .,/S27H A E11;E,.'. .:Fu Ai'=Ii E 880 22: C, 223 :5'' 25.3 =4C. ;L-... 5:.:4:P.L` AVE., U 810 _:'. i• i94 :. . 23.9 424G:. 7 -a... S _ _ ... '//CL� I:i::£ r.c:: Y �• / 4 iR-, ..Imo'_ e 810 _ 4 :••! G 202 _ .. :17:1 25.0 _-,1 r 4 7H eT//OLD L:..__ ....;i/L.... 610 _. 134 'y =Jr 16.5 4%SC,;. 4�7H ETIIOLL• LL.:_ ....e//U.S. _ 610 s9 0 139 17.1 WITH PROJECT Links Maintenance Report :L F.' �O5 E - :..nk!. Sebastian Oaks . . CAPACIT cu?FNT TOTAL �L_.=_" �.:i•._ _-!!. C': y"r"r = f,::;.7ECT411A 11 AEt L E CAF; CITY 2 'JE 4cTH F-. E TH A%-E-M:E//Ez-TH AVENUE 880 l-- 131 -i 749 14.9 2014 '. STH -"7//CCTH AlIENUE//18TH AVENUE 680 210 J 210 210 6 -1 0 23.9 430F 45TH Al.7EN,;F//43KV AVENUE 880 284 36 322 322 559 36.6 4 4S7H ST/,'`_zTF AVERTE 880 272 295 - 29S 5.. 33.6 4 4 STH ST., / 4 DIXIE F;.;Y 880 370 0 370 =70 510 42.0 4 4 i 4 5'r F. A%'E,'4UE//0Lr) ',11,{TE 1:14Y 880 360 360 43.2 4 4 STH ST//0LL F*SY11INDIAN R111 ED 880 1156 256 29.1 417.11 HWY11INDIAN RIV BL, 680 269 r! 269 3E9 591 32.8 42 CE -'"ST ST//E(TH ',%VF-//56TH AVE 880 144 0 144 144 736 16.3 0 'N'AVE675 4 IST ST C � T H AVE//S�TH AVE 213 213 11 462 31.6 4 4E 4 IST ST AVE 880 337 -1 c 4 -- 1 38.3 4 4 S 7. ST //' ZTF AVE 880 405 405 40S 4-5 46.1 4 44,)-- 4Sr 5 7 4 _ A'D AVE,1/01,L) ',,:;.::E HWY 675 3 -r 4 356 E --19 62.7 ; 4i ) 4 :S-r ST 4, 3-R --- A%7E//0LV Dl'..:IE HWY 540 370 v 370 170 68.4 I 50E 415T ST//OLZ, DIXIE HWY//INDTAN RIV BD 540 � � 5 - 0 225 225 315 41.6 L )-fi 41ST ST//0LD III-:IE H4Y//Ir,L)JAN RIV HD 880 272 U 272 272 608 30.9 4460F 37TH ST//'0.S.91//INDIAll RIV BLVD 992 501 31 501 501 491 50.5 4 ; 6 17TH ST11U.S.0111INVIAll A-IVER BLVD 992 912 :1 912 Gil so 92.0 4 17 fp E --- 3 F. Ll ST E E TH A%V / ? T H AV 634 73 C, i3 11.5 4 4 -, 0 *.-. 3 3- R D STI/CE79 AV/ / S TH AV A-32 77 i 0 67 7 745 10.5 4 7 1 CE ZETH ST//7471F W,7//E6TH AV 792 222 0 222 222 570 28.1 4 7' 1 OW 26TH F.T//747H AV 792 360 0 360 360 432 46.4 4720E 26TH ST//ECTH zkVFNUE//'18TH AVENUE 880 350 L) 350 350 530 39.8 4 7 2 ()'vl 2ETH ST//EETH Al,,'ENUE//55TH AVENUE 880 497 0 497 497 383 56.5 4730EE :6TH ST//S8TH AVENUE//43rL AVENUE 880 443 0 443 4443 437 50.3 4 7 3 0' .1 -,ETH ST//S8TH AIIENUE / / 4 3 F V AVENUE 680 562 0 582 522 298 66.1 4740E 26TH ST//43RD AVE//AVIATION BLVD 792 1181 0 481 481 31: 60.7 4740W : E-TH ST//43RD AVE//AVIATICN BLVD 832 635 C, 635 635 197 76.4 4750E 26TH ST//AVIATION BLVD//27TH AVENUE 709 191 0 191 1.31 518 26.9 475OW 26TH ST//AVIATION BLVD//27Tif AVENUE 709 166 0 166 166 543 23.4 4830E 8TH ST//58TH AVENUE//43RD AVENUE 880 363 0 363 363 517 41.2 483OW STH ST//58TH AVENUE//43RD AVENUE 880 529 1 530 530 350 60.2 41,,40--- 8TH ST//43RD AVENUE//2-7TH AVENUE 880 355 0 35$ 555 5115 40.4 4 8 4 0'.-; 5TY S-j//43RD ;,VEKUE//2-yTH AVENUE 880 470 C? 470 470 410 53.4 4k5OE 8TH ST//27TH AVENUE//20TH AVENUE 792 3 _-1 6 1 327 327 465 41.3 4 85 ON 8TH ST//27TH AVENUE//20TH AVENUE 980 396 0 396 396 464 45.0 4860E 8TH ST//2UTH AVENUE//OLV DIXIE HWY 810 413 0 413 413 397 51.0 4r60W QTH ST//20TH AVENVE//OLD DIXIE HWY 810 570 0 570 570 240 70.4 4'c707- 9TH ST//OLI) LTXjr' HW'i//U.S. 1 810 -,- I 0 371 - I 439 45.8 4 F, 7 0 !-.' 07 H ST//(,LD DIXIE FWY//C.E. 1 810 $25 525 285 64.9 4 z E 0 FE -:H STI M. S. I// ' !:D T _V; k !'*--k BLVD 675 209 209 2. 13 466 31.0 4 F 8TH ST//U.--". : //:NLllAN RIVER BLVD 675 454 455 4°5 220 67.4 4 10 E 4TH AVE/iEcTil A%'--- 880 96 E 104 :04 776 11.8 4 9 1;)W 4TH ST N L, AVE / / S T H A%'-- 880 124 C, 124 124 '156 14.1 453GE 4TH ST//5eTH AVEE / / 4 P L) AVE 980 271 271 1 609 30.8 4 9 3 0 -.,: 47H -- T T. H AVE!RAVE 880 253 253 E27 28.7 '-,4 4T.. ST; 4.!.:;- 880 3 Ib SEIC 36.2 4 ,4 ,TH S -1 A'.'-- 880 4 q ?4y 349� 53i39.6 4 47. L: zz 7 675 355 -- 52.6 4 C,4' 4TH ST112"Tr.H A'-'L 675 4 0!• 405 405 27C 60.1 45EOE 47H ST//2rTF AX'E//CLI DIX:E HWY 880 3 f., 40.9 4 6 47H :3 H HWY 880 -C S E 55(l 4 2 63.2 4 4 1,540 24.1 T C) E 1,467 66 4 41.2 ! �-.H 74-H 1,190 7.7 jUEJ e',' .jr, AVENUE 1,190 10.5 C�7 ER 1,190 2 2 i2o 12 0 1 0-?o 10.1 FRET: TUERK "000NU-1 '-'R 1,190 7.4 'IQ' WINTEi, FEACH 1,190 50 U 1, 14 0 4.2 1,190 49 4q 4 4.1 A- L.A: ,-: C h "":z 709 12.8 7 : C H LV j F 7 7 H 7 N't, E 540 24.0 A S 1 880 ; 27-- 6", 24.2 2 0 A- I C r ;v-n- u. S 880 1 9 7 1 20.3 1,190 0 1, 49.2 -,!o E G 59.6 L :7' -'NL 140 4 1 24.0 I:.,. Z21 7,019 35.3 880 z 26.4 :-_�'A:. 'Al". ;0' 34.4 20.3 634 35.4 E- 6 17.8 37.0 WITH PROJECT Links Maintenance Report CC•FIR Y0; 5 - L..:a tMa.,nLenance Report Sebastian Oaks 1.1m to lmw !-rrP ?i rC.,EAajlx C 1), PRE,:j: TOTAL F&OJECT TOTAL DEM. k�U: T IF I Fti .:1?F0JFrT AVAI [., HL7 CA:-ACITN' 9030E $TH J. SW//27TH AV//4r--- RD AV 675 112 172 503 25.6 9 0 --- 011 5TH ST Sr1//27TH AV//43RD AV 675 19= 0 199 199 476 29.6 9031E 5TE ST S41//27TH AV//20TH AV 675 1.`. 0 154 154 521 22.8 90314; 5TH ST Slei //27TH Av//:OTII All 675 0 164 164 512 24.2 90-I2E 57F ST SWI//43R11 .2%V//58TH AV 832 14: 141 141 691 16.9 90 LT{: ST SWI/43RD AV//56TH AV 832 14•• 0 149 149 6E. 17.9 90--- •;E 1ST ST S{•1//20TH AV//27TH AV 634 7 C' 70 70 564 11.0 9G34'rt IST ST SW//20TH nV//27TH AV 634 `.' 0 50 50 584 7.9 9035E 1ST ST St•1//27TH AV//43RD AV 540 1': 0 130 130 410 24.0 9035:, 1ST ST 5W//27TH :,V//43RD AV 675 14- % 147 147 5 21.8 903CE 1ST ST SW1//4--- RD AV//58TH AV 675 .. _ 0 116 116 559 17.1 903Gt9 35T s, stu/43RD=.v//58TH AV 675 1C•: Q 102 102 57s 15.2 9040E 1ST ST//US 1//OLD DIXIE HWY 709 4- 0 67 67 642 9.5 9 0 4 0 W 1ST ST/IUS I//OLD DIXIE HWY 540 1C. 0 105 105 435 19.4 9050E HIGHL.�NDS DR//OL:} DIXIE HWY//6TH AV 540 2rl G 255 255 2E5 47.2 9050;4 HIGHLANDS i•R//OLD DIXIE HWY//6TH AV .540 47°- 0 475 475 6 88.0 9055E HIGHLANDS DR//OLD DIXIE 1114MUS 1 7Q9 =?c 0 335 335 374 47.2 9055*11 HIGHLANDS DR//OLD DIXIE HWY//US 1 675' 50_ 0 502 502 173 74.4 9060E 17TH LN SW//HIGHLANDS DR//6TH AV Y,'190 1%` 0 128 128 1,062 10.8 9060:4 177H Lt! SW1//HIGHLANDS DR//6TH AV 1„190 14: C 141 141 1,049 11.9 9065E 17TH LN SW1//HIGHLANDS DR//27TH AV 675 :. 0 239 239 436 35.3 90657] 17TH LN !7//HIGHiANDS UR//27TH AV 675 2i. 0 215 215 460 31.9 9085N INDIAN RIVER DR//N US 1//MEIN ST 540 1(•' 0 167 167 373 30.9 9085E INDIAN RIVER D'R//N US 1//MAIN ST -.540 1i' 0 108 108 432 20.0 909ON INDMN RIVER D'R//S US 1//14AIN ST 540 1G• 0 1-60 160 360 29.6 909QS INDIAN RIVER DR//S US 1//MAIN ST $40 li• 0 114 114 426 21.1 9310E 37TH ST//66TH AV//58TH AV 675 4- 0 41 41 634 6.0 931014I 37TH ST//66TH AV//58TH AV 675 4 = 0 43 43 632 6.3 9320E 53RD ST//58TH AV//OLD DIXIE HWY :1;890 28: 0 286 286 1,604• 15.1 9320W 53RD ST//58TH AV//OLD DIXIE HWY "1,8,90 397. 0 395 395 1,495 20.9 93325E 53RD ST//OLD DIXIE {{WY//US 1 ?1:;890: 31 _ 0 315 315 1, 575 16.7 9325W 53RD ST//OLD DIXIE HWY//US I 1,:890. 41' 0 417 417 1,473 22.0 9330E 53RD ST//US 1//INDIAN RIVER BLVD 2,854 5•;= G 548 548 2,306 19.2 9330u 53RD ST//US 111INDIAI{ RIVER BLVD 1,890 64:• 0 649 649 1,241 34.4 Indian River County Frinted on: 3/;0,'202C :0.5 06 A14 CD -Plus for Windows 95/N, "ace c•f E-7 Letter of Opposition Lisa Frazier From: Dorri Bosworth Sent: Monday, April 24, 2023 12:44 PM To: Lisa Frazier Subject: FW: Public Notice for Rezoning of Parcel #31390600000500000003.0 Attachments: Louisiana Avenue jpg FYI From: Bethany Fortunato rmailto:bethanvfortunato(aamail.coml Sent: Monday, April 24, 2023 9:28 AM To: Dorri Bosworth Cc: Grace's Landing Subject: Public Notice for Rezoning of Parcel #31390600000500000003.0 CAUTION: This email originated from OUTSIDE our email system. PLEASE exercise caution when opening ANY attachments or clicking on links. ESPECIALLY from unknown senders. Good morning, Dorri- I am in receipt of the above mentioned Public Notice for the Public Hearing regarding the request for an Amendment to the Zoning Map from RM-8 to RM-10 for the approximately 15.75 acres of land with access from Louisiana Avenue. The parcel number as noted in the subject line above is #31390600000500000003.0. Unfortunately, due to a previous commitment as an organizer of a major veteran fundraising event that will be held on the same date, I am unable to attend the Public Hearing that was rescheduled for May 4, 2023. 1 was kindly instructed by Lisa Frazier, the city's Community Development Director, to put my comments in writing to you for you to pass on to the members of the Planning and Zoning Commission so that they can take them into consideration when making their decision on whether to grant this request before them. I am the owner/developer of Grace's Landing, a 70-unit senior housing community that was developed in 1997 and is located at 1055 Grace's Landing Circle. The main ingress/egress to Grace's Landing is from Louisiana Avenue. Relative to the above mentioned rezoning request before the Commission, my concerns relate to the impact to traffic on Louisiana Avenue. With Louisiana Avenue being one of the oldest streets in the City of Sebastian, it is an exceptionally narrow street with no space available for widening, given the restraints of the railroad tracks on the east side of the street and the setbacks of the existing structures from the street on both the east and west sides. I ask that the members of the Commission take a look at the attached aerial photo which clearly shows the narrowness of Louisiana Avenue compared to Powerline Road where Pelican Isles, a 150-unit apartment complex is located. What is also visible on the attached aerial is that the access points to the subject property are located on a curve of Louisiana Avenue causing an issue with visibility to the north. Even at the current zoning of RM-8, which allows for up to 126 units, I have concerns with the additional traffic that will be generated on this narrow street. According to the Institute of Transportation Engineers, Trip Generation 7t6 Edition, Volume 2, there are 6.72 automobile trips per apartment housing unit per day on a weekday, with 6.39 trips/unit on Saturdays, and 5.86 trips/unit on Sundays. At the current RM-8 zoning which allows for 126 units, this will generate on average 847 trips per weekday on Louisiana Avenue. With a rezoning and the potential for an additional30 units. this would add an additional 202 trios ner weekdav for a total of 1.054 trios Der weekday, or an increase of 23.8% in traffic on Louisiana Avenue over the 847 trips for 126 units at the current RM-8 zoning As shown by the above numbers, adding the potential for an additional 30 units would cause an even greater impact to the traffic flow on Louisiana Avenue, which leads to concerns for public safety, especially for my senior residents who may be traveling in a southerly direction down Louisiana Avenue towards the property from Grace's Landing, with the potential visibility issues to the north for vehicles exiting the property on a curve. I ask that the Planning & Zoning Commission give strong consideration to my comments and concerns when making their decision on the request for this Amendment to the Zoning Map. Very respectfully, Bethany Fortunato Owner Grace's Landing Apartment Homes for Seniors 1055 Grace's Landing Circle Sebastian, Florida This email has been scanned for spam and viruses by Proofpoint Essentials. Click here to report this email as spam.