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HomeMy WebLinkAboutOrdinance 2022-583ORDINANCE NO. 2022 - AN ORDINANCE OF THE CITY COMMISSION OF THE CITY OF SUNNY ISLES BEACH, FLORIDA, APPROVING AN AMENDMENT TO THE CITY OF SUNNY ISLES BEACH COMPREHENSIVE PLAN FUTURE LAND USE MAP (FLUM) , PURSUANT TO THE SMALL SCALE COMPREHENSIVE PLAN AMENDMENT PROCEDURES IN SECTION 163.3187 OF FLORIDA STATUTES FOR A 0.672 ACRE PARCEL LOCATED AT 215185 ST, SUNNY ISLES BEACH, FL 33160 FROM LOW TO MEDIUM DENSITY RESIDENTIAL TO COMMUNITY FACILITIES; APPROVING THE TRANSMITTAL OF THE AMENDMENT TO THE DEPARTMENT OF ECONOMIC OPPORTUNITY AND REVIEWING AGENCIES IN ACCORDANCE WITH SECTION 163.3187, FLORIDA STATUTES; PROVIDING FOR SEVERABILITY; PROVIDING 'FOR REPEALER; PROVIDING FOR INCLUSION IN THE CODE; PROVIDING FOR AN EFFECTIVE DATE. WHEREAS, on or about April 4, 2014, Beach Club Acquisitions, LLC ("Beach Club") submitted an application to the City of Sunny Isles Beach, Florida ("City") requesting approval to construct a temporary sales center office for the project currently known as Turnberry at the property located at 215185th Street, Sunny Isles Beach, Florida, and as legally described in Exhibit "A" (the "Property"), which is approximately 0.672 acres; and WHEREAS, by Zoning Resolution 14-Z-143 adopted July 31, 2014, the City Commission approved the Turnberry project, which included an agreement by Beach Club to donate the Property to the City in exchange for transferable of development rights; and WHEREAS, on July 29, 2016, pursuant to the aforementioned Resolution, the City acquired title to the Property and entered into a Triple Net Leaseback Agreement ("Lease") with Beach Club, whereby Beach Club would continue to utilize the Property; and WHEREAS, the Lease has since been terminated, and the City has taken possession of the Property; and WHEREAS, the City now wishes to utilize the Property as a Community Facility; and WHEREAS, according to the City's Comprehensive Future Land Use Map ("FLUM") the land use designation for the Property is Low to Moderate Density Residential; and WHEREAS, the City intends to change the land use designation of the Property from Low to Moderate Density Residential to Community Facility; and WHEREAS, the Sunny Isles Beach Commission, after careful consideration of this matter, deems it in the best interests of the general welfare of the City and its inhabitants to approve a small-scale amendment to the FLUM as hereinafter set forth; and WHEREAS, the proposed FLUM amendment is being submitted concurrently with a zoning map amendment from "R-TH Moderate Density Townhouse Residential" to "Community Facilities"; and @BCL@FC0EIFAA.docx Page 1 of 3 97 WHEREAS, on March 15, 2022, the Mayor and City Commission sitting as the Local Planning Agency ("LPA") at a properly advertised hearing received testimony and evidence related to the amendment from stakeholders found that the small-scale comprehensive plan amendment to the Comprehensive FLUM is consistent with the City's Comprehensive Plan and provisions of Sec. 163.3187 Florida Statutes; and WHEREAS, after careful review of the application, staff has determined that this Application is in compliance with the City's Comprehensive Plan and consistent with Sec. 163.3187 of the Florida Statutes; and WHEREAS, the City Commission has reviewed the City staff's report, incorporated herein, which contains data and analysis supporting the FLUM amendment; and WHEREAS, the City Commission finds that the proposed FLUM amendment is consistent with the City's Comprehensive Plan and Land Development Code. NOW, THEREFORE, BE IT ORDAINED BY THE CITY COMMISSION OF THE CITY OF SUNNY ISLES BEACH, FLORIDA, AS FOLLOWS:` Section 1. Incorporation of Recitals. The foregoing "WHEREAS" clauses are hereby ratified and confirmed as being true and correct and are hereby made a specific part of this Ordinance upon adoption hereof. Section 2. Small -Scale Amendment to the Future Land Use Map. The City of Sunny Isles Beach Future Land Use Map is hereby amended as follows: The land use designation in the Future Land Use Map for the property located at 215 185 Street, Sunny Isles Beach, Florida 33160, as legally described in Exhibit "A", and graphically depicted in Exhibit "B", attached hereto and made a part thereof, is changed from "R-TH Moderate Density Townhouse Residential" to "Community Facilities." Section 3. Repealer. All ordinances, or parts of ordinances in conflict herewith be, and the same, are hereby repealed. Section 4. Severability. If any section, subsection, clause or provision of this Ordinance is declared invalid or unconstitutional by a court of competent jurisdiction, the remainder shall not be affected by such invalidity. Section 5. Transmitta. The City Manager or designee is hereby directed to transmit the City of Sunny Isles Beach Draft Future Land Use Map Amendments to the State of Florida Department of Economic Opportunity in accordance with Section 163.3187, Florida Statute, together with the Memorandum prepared by The Corradino Group. 1 Additions to existing text are shown by underline, changes to existing text on second reading are shown by double underline, and deletions are shown as strik g,"T @BCL@FC0EIFAA.docx Page 2 of 3 98 Section 6. Effective Date. This Ordinance will become effective ten (10) days after adoption at second reading. ti PASSED AND ADOPTED on first reading this day of March 2022. PASSED AND ADOPTED on second reading this Mday of May 2022. Mauric`io Betanc►ur, CMC, City Clerk First Reading Motion: �0 Dana Robin Goldman, Mayor APPROVED AS TO FORM AND LEGAL S . FIC CY: %ftard A. Dion, City Attorney Second Reading Motion: Second: Second: �(, _acs,', Vote on First Reading: Mayor Goldman Vice Mayor Viscarra Commissioner Joseph Commissioner Lama Commissioner Stuyvesant (Yes) (No) (Yes) (No) (Yes) (No) -,Yes) (No) ,/Yes) (No) Vote on Second Reading: Mayor Goldman (Yes) (No) Vice Mayor Viscarra �� (Yes) (No) Commissioner Joseph (Yes) (No) Commissioner Lama (Yes) (No) Commissioner Stuyvesant (Yes) (No) @BCL@FCOEIFAA.docx Page 3 of 3 99 yF '00, SSP Flo C,Ty OF SUN PNO TO: FROM DATE: RE: City of Sunny Isles Beach 18070 Collins Avenue Sunny Isles Beach, FL 33160 305.947.0606 sibfLnet Dana Robin Goldman, Mayor Jeniffer Viscarra, Vice Mayor Jerry Joseph, Commissioner Alex Lama, Commissioner Fabiola Stuyvesant, Commissioner Stan Morris, City Manager Mauricio Betancur, City Clerk MEMORANDUM Stan Morris, City Manager Claudia C. Hasbun, AICP, Planning and Zoning Director March 15, 2022 Small Scale Comprehensive Plan Future Land Use Map (FLUM) Amendment The City has analyzed and prepared a small scale Comprehensive Plan Future Land Use Map (FLUM) Amendment. The proposed amendment affects only the property located at 215 185 St, Sunny Isles Beach, FI 33160 with Folio No. 31-2202-006-0010 (the "Property"). The amendment is to modify the Property FLUM designation of Low to Medium Density Residential to Community Facilities. The Property The Property is approximately 29,290 square feet or 0.672 acres. This Property was donated to the City in accordance to Zoning Resolution No. 14-Z-143 and Resolution No. 2014-2275. Consequently, the City obtained the deed to the Property on July 29, 2016, legally described under Exhibit "A". The current condition of the Property includes a one-story trailer of 9,120 sq. ft. and 25 parking spaces. Analysis The FLUM amendment is from Low to Medium Density Residential to Community Facilities. The current FLUM designation allows for residential for up to 13 dwelling per gross acre. The proposed designation to Community Facilities allows for up to 25 residential care facilities and 2.0 of non-residential FAR. FROM: 0.672 x 13 = 8 residential units TO: 0.672 x 25 = 16 residential units 0.672 (29,290) x 2.0 = 58,580 square feet of non-residential FAR As set forth more particularly below, the Property was donated to the City in exchange for Transfer Development Rights (TDRs), and is therefore deemed a Sender site. According to the City Comprehensive Plan and Land Development Regulations, as a result of the above referenced exchange, all private development rights related to the density and intensity were transferred and severed from the Property, and the Property is required to be used for a public purpose consistent with the Comprehensive Plan, specifically Policy 14C. The Comprehensive Plan stipulates and requires that properties in exchange for TDRs meet and accomplish a public purpose. In this case, Policy 14 C d) specifies uses consistent with the Comprehensive Plan such as public parks, plazas and/or open space, or other essential public facilities. PZ2022-02 100 Policy 14 C d) The transfer of development rights from privately owned sender sites must result in the accomplishment of a public purpose that is consistent with the Comprehensive Plan such as the creation of public parks, plazas and/or open space, the conservation of historic, sensitive environmental and archeological resources, the protection and enhancement of waterfront public access corridors not otherwise required by the land development regulation, the erection of public parking garages to serve the Town Center or the development of public educational facilities and other essential public facilities. This limitation shall not apply to government site more particularly described in policy above. Policy C e) Sender sites shall be dedicated to public ownership or preserve for public purpose through a conservation easement of other recordable mechanism. Because the Property's uses are restricted by the Comprehensive Plan policies related to sender sites under Policy 14 C d), the Property can never be developed to allow for density. Therefore, for the purpose of this analysis, only the FAR will be analyzed and the potential increase of square footage will the calculated. Existing: 9,120 square feet of non-residential Potential: 58,580 square feet of non-residential Change: 49,460 square feet increase of non-residential Level of Services (LOS) Transportation: Policy 4K. Pedestrian Level of Service Standards. The City shall seek to maintain a pedestrian Level of Service Standard of C or better on all roadways with designated pedestrian facilities in accordance with the flowing definitions: LOS C - Adequate for pedestrians, some deficiencies in intersection design, moderate interactions with motor vehicles; LOS: C Some deficiencies in intersection design, some gaps, Atlantic Blvd sidewalk and connection to Collins Ave sidewalk to be completed by approximately the third quarter of 2023. Policy 5H. Bicycle Level of Service Standards. The City shall seek to maintain a bicycle Level of Service Standard of C or better on all roadways with designated bicycle lanes in accordance with the flowing definitions: LOS C - Appropriate for most riders, some supervision may be required, moderate interaction with motor vehicles. LOS: C FDOT completed full Sharrows (term to describe when roadway lanes are shared by cyclists and motor vehicles) along northbound and southbound Collins Avenue. Further safety bicycle improvements are under the Golden Shores Underground Project. Objective 8 — Roadway Concurrency The City will continue to maintain adequate LOS standards for the transportation system to coordinate the traffic circulation system with existing and future land uses as shown on the Future Land Use Map. Policies PZ2022-02 101 8A. Unless exempted under other policies, the adopted concurrency management system shall establish the following roadway level of service standards (LOS) for the purpose of issuing development orders and permits: 1. In conformity with Miami -Dade County, the acceptable peak period LOS for all non-FHISS State and County roads inside the City shall be the following: a) Where no public mass transit service exists, roadways shall operate at or above LOS E; b) Where mass transit service having headways of 20 minutes or less is provided within 0.5 mile distance, roadways shall operate at no greater than 120 -percent of their capacity (LOS E+20); c) Where extraordinary transit service such as commuter rail or express bus service exists parallel roadways within 0.5 mile shall operate at no greater than 150 -percent of their capacity (LOSE+50). 2. The adopted level -of -service for all collector roads maintained by the City shall be 120 -percent of LOS E (LOS E+20), as defined and measured by the methodologies of the FDOT LOS Standards and Guidelines. 8B. The level -of -service for all local residential roads shall be guided by the recommendation of the Miami - Dade County Street Closure Traffic Flow Modification Study and adopted policy. LOS: D in the AM and PM peak periods in the year 2025 conditions and LOS E+20 in the PM peak period in the year 2045 conditions. See attached Exhibit "B" for the Traffic analysis from Corradino Group dated February 28, 2021. Recreation and Open Space Objective 4 Provide local park recreational facilities at the following Level of Services Standards: 2.75 acres per thousand population. Population (2020 — U.S. Census) — 22,342 LOS Standard — 2.75 acres/1,000 residents Existing Park Acreage — 69.8 Acres Park Acres required to meet LOS Standard — 61.44 acres Surplus Parks Remaining — +8.36 acres Proposed Community Facility to increase recreational facilities, therefore no impact to Recreation and Open Space Level of Service. Sources: 2020 U.S. Census Bureau Park Inventory List Infrastructure (Potable water; Sanitary Sewer; Drainage; Solid Waste) Objective 3 — The City will work with service providers to ensure an adequate level of service for public facilities to meet both existing and projected needs as identified in the comprehensive plan through implementation of those projects listed in the Capital Improvements Element. All improvements for replacement, expansion or increase in capacity of facilities shall conform with the adopted policies of the comprehensive plan including level of services standards for the facilities. Policy 3A PZ2022-02 102 Schools The City will coordinate with service providers to ensure that public facility improvements will be evaluated for funding accordance with the following general criteria: 1) Improvements which are necessary to protect the health, safety and environmental integrity of the community, consistent with the policies of the [Comprehensive Plan] and applicable federal, state, and county regulatory requirements. 2) Improvements that are necessary to meet existing deficiencies in capacity or in performance. These include the retrofit of deteriorating facilities that fail or threaten to fail to meet health, safety or environmental standards. 3) Improvements that extended service to previously unserved developed areas. 4) Improvements that have been identified in adopted functional plans and address system details which are beyond the scope of the comprehensive plan for wastewater and potable water facilities, and are consistent with the goals, objectives and policies of the comprehensive plan, 5) Cost-effective improvements to expand capacity, maximize operational efficiency, and increase productivity. 6) Improvements to adapt existing infrastructure or provide new infrastructure that is resilient to the impacts of potential climate change, including sea level rise, more frequent floating, higher temperature and more frequent storm events. Objective 2 The City of Sunny Isles Beach shall coordinate new residential development with the future availability of public school facilities consistent with the adopted level of service standards for public school concurrency, to ensure the inclusion of those projects necessary to address existing deficiencies in the 5 -year schedule of capital improvements, and meet future needs based upon achieving and maintaining the adopted level of service standards throughout the planning period. There are no residential units as part of this small-scale amendment. The Property will remain as a Community Facility as described on City -Initiated Public Hearing Application (PZ2022-02). Comprehensive Plan Future Land Use Map Amendment Existing FLUM See Exhibit "C" Proposed FLUM See Exhibit "D" Recommendation: Based on the City Staff's and Consultant's review, it is recommended that the City approve the Comprehensive Plan Future Land Use Map Amendment. PZ2022-02 103 EXHIBIT "A" Legal Description 215 185 ST SUNNY ISLES BEACH, FL 33160 LOTS 1, 2 AND 3, BLOCK 1 OF GOLDEN SHORES OCEAN BOULEVARD ESTATES, SECTION "D" ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 53, AT PAGE 48, TOGETHER WITH THE WESTERLY ONE-HALF OF THE TWENTY (20) FOOT WIDE ALLEY ADJACENT TO SAID LOTS 1, 2 AND 3 AS SHOWN ON SAID PLAT BOOK 53, AT PAGE 48, AS VACATED BY RESOLUTION 2003-511 OF THE CITY COMMISSION OF THE CITY OF SUNNY ISLES BEACH, FLORIDA, AS RECORDED IN OFFICIAL RECORD BOOK 21181, AT PAGE 3232, OF THE PUBLIC RECORDS OF MIAMI- DADE COUNTY FLORIDA. 104 EXHIBIT "1311 Page I1 PROFESSIONAL ENGINEER CERTIFICATE I hereby certify that I am a registered professional engineer in the State of Florida practicing with The Corradino Group Inc., a corporation authorized to operate as an engineering business, EB 00006500, by the State of Florida Department of Professional Regulation, Board of Professional Engineers, and that I have prepared or approved the evaluation, findings, opinions, conclusions, or technical advice hereby for: PROJECT: Small -Scale FLUM Amendment Traffic Statement LOCATION: Sunny Isles Beach, FL. I acknowledge that the procedures and references used to develop the opinion are standard to the professional practice of transportation engineering as applied through professional judgment and experience. NAME: Vanessa Spatafora, P.E. P.E. NO.: DATE: 02/28/2022 SIGNATURE: FLUM AND ZONING AMENDMENT TRAFFIC STATEMENT 105 Page 12 TABLE OF CONTENTS 1.0 — INTRODUCTION................................................................................................................ 3 2.0 —EXISTING CONDITIONS.................................................................................................. 4 3.0 —TRAFFIC DATA COLLECTION...................................................................................... 5 4.0 — PROGRAMMED ROADWAY IMPROVEMENTS........................................................ 5 5.0 — AMENDMENT TRAFFIC AND TRIP GENERATION ................................................. 5 6.0 — TRIP DISTRIBUTION AND ASSIGNMENT.................................................................. 6 7.0 — ROADWAY SEGMENT CAPACITY ANALYSIS.......................................................... 8 8.0 — CONCLUSION.................................................................................................................10 LIST OF FIGURES AND TABLES Figure 1 PROPERTY OFFICIAL ZONING MAP AND FLUM AMENDMENT ............................... 3 Figure2 PROJECT LOCATION..............................................................................................................4 Figure3 TRIP DISTRIBUTION............................................................................................................... 7 Figure 4 2025 TRIP ASSIGNMENT.........................................................................................................7 Figure 5 2045 TRIP ASSIGNMENT......................................................................................................... 8 Table1: TRIP GENERATION..................................................................................................................6 Table 2: CARDINAL DISTRIBUTION................................................................................................... 6 Table 3: FDOT HISTORICAL GROWTH RATE..................................................................................8 Table 4: EXISTING ROADWAY CAPACITY ANALYSIS...................................................9 Table 5: 2025 AND 2045 ROADWAY CAPACITY ANALYSIS WITHOUT AMENDMENT ........9 Table 6: 2025 AND 2045 ROADWAY CAPACITY ANALYSIS WITH AMENDMENT.................9 APPENDICES APPENDIX A- EXISTING USE PROPERTY SITE PLAN APPENDIX B- TRAFFIC DATA COLLECTION APPENDIX C- ROADWAY IMPROVEMENT DATA APPENDIX D- TRIP GENERATION DATA APPENDIX E- HISTORICAL GROWTH DATA APPENDIX F -ROADWAY CAPACITY ANALYSIS INFORMATION FLUM AND ZONING AMENDMENT TRAFFIC STATEMENT 106 Page 13 1.0 — INTRODUCTION The Corradino Group was hired on behalf of the City of Sunny Isles Beach to prepare the required traffic impact statement for a Comprehensive Plan Future Land Use Map (FLUM) Amendment and Official Zoning Map Amendment that impact one (1) property totaling 0.672 acres. This property is located at 215 185`h Street, Sunny Isles Beach, Florida 33160 and is Folio Number 31-2202-006-0010. The property is zoned Moderate Density Townhouse Residential (R-TH) with a FLUM designation of Low to Moderate Density Townhouse. Currently, the existing maximum allowable development intensity for the parcel includes 13 dwelling units per gross acre, for a total maximum of 8 multi -family residential units. The current condition of the property includes a one-story small office trailer of 9,120 square feet and 25 parking spaces as depicted on the site plan provided in Appendix A. The property was donated to the City of Sunny Isles Beach in accordance to Zoning Resolution No.14-Z-143 and Resolution No.2014-2275. The amendment proposes to change the Property Official Zoning Map and FLUM designations to Community Facilities as shown in Figure 1. The proposed designation allows for a maximum 25 residential care facilities per gross acre, for a total of 16 residential units. The maximum Floor Area Ratio (FAR) for non- residential uses is 2.0, for a total allowable 58,580 square feet of non-residential. The purpose of this study is to assess the proposed amendment's impact on the surrounding roadway network. Figure 1 PROPERTY OFFICIAL ZONING MAP AND FLUM AMENDMENT FLUM AND ZONING AMENDMENT TRAFFIC STATEMENT 107 Page 14 2.0 -EXISTING CONDITIONS The property proposed for amendment is located at the northeast corner of the intersection at 185th Street and Atlantic Boulevard in Sunny Isles Beach, Florida. The site is bordered by 185th Street to the south Atlantic Boulevard to the west, 186th Street to the north and Collins Avenue/AIA to the east. A copy of the Project Location Map is depicted in Figure 2. Figure 2 PROJECT LOCATION The study area for this analysis included all major roadways within the vicinity of the amendment. There was one (1) major roadway within the vicinity of this property that was identified and included in the roadway segment capacity analysis as shown below: • Collins Avenue/SR AlA FLUM AND ZONING AMENDMENT TRAFFIC STATEMENT 108 Page 15 3.0 -TRAFFIC DATA COLLECTION To evaluate traffic conditions on the surrounding roadway network, data was gathered from the FDOT traffic count stations within the vicinity of the amendment along the following roadway segment: • SR A1A/Collins Avenue, 300'N of NE 172°d Street Detailed traffic data gathered from the FDOT traffic online system is provided in Appendix B. 4.0 - PROGRAMMED ROADWAY IMPROVEMENTS The following roadway improvements were identified from the Miami -Dade Transportation Planning Organization (TPO) Transportation Improvement Program (TIP) and Long Range Transportation Plan (LRTP) as planned or committed projects in the vicinity of the proposed amendment. • Congestion Management along SR AIA from SR 907/SW 63 Street to SR 856/William Lehman Causeway/NW 192 Avenue o Adopt and implement a Complete Streets Policy o Improved Safety of Existing Bicycle and Pedestrian Facilities o Promote Bicycle and Pedestrian Use Roadway improvement data is included in Appendix C. 5.0 - AMENDMENT TRAFFIC AND TRIP GENERATION The amendment traffic will be analyzed to determine the impact on the surrounding roadway network based on the calculated development potential. For the purpose of this analysis, only the FAR portion of the Community Facility land use will be analyzed since the goal of the City is to maintain the property as a Community Facility. Therefore, the 5 8,5 80 square feet of non-residential FAR will be used as the proposed maximum development potential. Trip generation will be based on information contained in the Institute of Transportation Engineer's (ITE), Trip Generation Manual, 11th Edition. Land Use Code 712 (Small Office Building) will be used to determine the existing site generated trips for the sales center currently located on this property. Land Use FLUM AND ZONING AMENDMENT TRAFFIC STATEMENT 109 Page 16 Code 495 (Recreational Community Center) will be used to determine the site generated trips for the proposed potential development with the amended zoning of Community Facility. Trip Generation Table 1 TRIP GENERATION ITE Land Description Unit- Total Units Total Tris EnteringExiting Use Code 1% 1% East-Southeast(ESE) AM Peak PM Peakl Daily JAMPeakIPMOeakl Daily JAMPeaklOmPeakl Daily Existing South-Southeast(SSE) Small Office 5% South -Southwest (SSW) 26% 269/o West -Southwest (WSW) 18% 21% West-Northwest(WNW) 22% 23% North-Norhtwest (N NW) 712 20% 1000 sq ft 9.12 15 20 131 12 7 65 3 13 66 Building Proposed Recreational 495 Community 1000 sq ft 58.58 112 146 1688 74 68 844 38 78 844 Center Net Traffic Maximum Development Potential - Existing Use 97 126 1557 1 62 61 779 35 65 778 The proposed amended property which includes is expected to generate 1,557 net weekday, 97 net morning peak hour and 126 net evening peak hour trips as summarized in Table 1. A reduction for multimodal use such as walking, cycling or public transit use has not been applied to be conservative. Trip generation information is provided in Appendix D. 6.0 - TRIP DISTRIBUTION AND ASSIGNMENT Project Trip Distribution will be based on cardinal distribution for traffic analysis zone 605 of the Miami Dade County 2045 Transportation Model. The cardinal trip distributions for short-term (2025) and long- term (2045) is provided in Table 2. Table 2 CARDINAL DISTRIBUTION Cardinal Direction- Percentage of Trips 2025 2045 North -Northeast (NNE) 6% 4% East-Northeast(ENE) 1% 1% East-Southeast(ESE) - South-Southeast(SSE) 7% 5% South -Southwest (SSW) 26% 269/o West -Southwest (WSW) 18% 21% West-Northwest(WNW) 22% 23% North-Norhtwest (N NW) 20% 20% Total 100% 100% FLUM AND ZONING AMENDMENT TRAFFIC STATEMENT 110 I SX/ 2025 Trip Dist,ibuti It (XX /) 2045'1'ril) Dish ibution 2 6 V24%) IN 23% %) (2� 33% R XXXA N A Hour our T) A (XX) PNI Peak liourTrip 6 (32) AL "WI 21 (29) a 17 V4 (23) ,I `i5 S-1, 32!,, Page 18 Figure 5 2045 TRIP ASSIGNMENT 7.0 — ROADWAY SEGMENT CAPACITY ANALYSIS The amendment's impact on the roadway segment of Collins Avenue/SR AIA was examined for the AM and PM peak hour during short-term (2025) and long-term (2045) horizon years. The analysis took into consideration the short-term growth on the area's roadway based on the FDOT historical growth rate between 2015-2019. The FDOT historical growth rate information is provided in Appendix E. As shown in Table 3, an annual growth rate of 1.20% was found in this area and will be used for the analysis of the short-term and long-term impacts. Table 3 FDOT HISTORICAL GROWTH RATE FDOT Count Station Description Historical Growth Rate 87-0269 SR A1A/COLLINS AV, 300' N NE 172 ST 0.42% 87-6179 RAMP 97210005 FROM NB COLLINS AVE TO WB SR 856,200- N OF COLLINS AVE 0.06% 87-6180 RAMP 87210006 FROM EB SR 856 TO SB COLLINS AVE, 100'E OF SR 856 3.13% Average 1.200A Tables 4 through 6 provide a summary of the AM and PM peak hour roadway segment analysis for existing traffic conditions, short-term (2025) conditions without amendment traffic, short-term (2025) conditions with the amendment traffic, long-term (2045) conditions without amendment traffic and long-term (2045) conditions with amendment traffic. FLUM AND ZONING AMENDMENT TRAFFIC STATEMENT 112 Page 19 For this analysis, a significantly impacted roadway segment is where the net trips from the amendment contributes more than 5% of the segment capacity. Table 4: EXISTING ROADWAY CAPACITY ANALYSIS Roadway - - - Count Station Description - Adopted LOS Standard"' Lanes Existing Volume(" Existing LOS (B) AM(PM) AM (PM) - ' Meets LOS SR AIA/Collins Avenue 87-0269 SR AlA Collins Av, 300'N NE 172 ST LOS E,20 61.04) 2,709 (3,480) D(D) YES Notes: (11 Based on Sunny Isles Compehensive Plan Pd icy 8A Provided In Appendix F 12) FDOT-Iffic Online Count Station Fxlz[Ing Two W ay Peak Volumes Provided In Append lx F 13) Based on FDOT 2020 Quality/Level of Service Handbook Provided in Appendix F 14) 6La -$ix-lane divided Table 5: 2025 AND 2045 ROADWAY CAPACITY ANALYSIS WITHOUT AMENDMENT Roadway Count Station . Desviption - Adopted.LOS Standard - - - Lanes - Exlw.gvolume 111 AM(PM). Growtl4 Rate - S 2MSVoiumes 2025 Los Meets LOS AM(PM) - - AM (PM) - AMIPMI AM(PM) AM(PM), 2,875(3,693) D(D) YES SR A1A/Collins Avenue 87-0269 SR ASA Collins Av, 300'N NE 17257 LOS E-20 6LD1°1 2,709 (3,480) 1.20Yp 2075Volumes (31 AM PM - 2AM LOS Meets LOS ( ) AM PM 3,650(4,689) D(E+20) YES 870269 SR— Collins Av, 300'N NE 172 ST LOS E.20 6LD1'1 5,508 Volumes L Tdp Dishlhutlun 2WSPrp1e6Tdps 1025Tatal Velums AM(PM) AMIPMI - AMIPMI %Signfl—.20650 dreaterlhan 5% 205LOS AM PM AM(PM) (1) Based an Sunnylzlez Compehensive Plan Policy BAProvlded in Appendix F 12) FOOTTraffic Online Count Station Existing TwaWaV Peak Volumes Provitled in Appentlix F 13) Based on FOOT 2020 Qualily/Level of Service Handbpokprpvided In Appendix G 1416LD-Si-ne wided Table 6: 2025 AND 2045 ROADWAY CAPACITY ANALYSIS WITH AMENDMENT . Rpadwry - [punt5tatlpn - Desvlp0on Adopted lDS Standard 14 - lanes- s 20t5Vnlume - 20ZSProl,d Tdp, bMSTotaIV0lulne 2015THPDI Iullon 11 165E+20Tbreshnldr %518nfitance 2015In 2015165 GmAer than 5% - AMIPMI AM(PM) AM(PM), Wpm). AM(PM) 2,875 (3,693) 59% 58(74) 2,933 (3,767) 1.1%ILA%) NO 0(0) SRAM/Galli ns Avenue 870269 SR— Collins Av, 300'N NE 172 ST LOS E.20 6LD1'1 5,508 Volumes L Tdp Dishlhutlun 2WSPrp1e6Tdps 1025Tatal Velums AM(PM) AMIPMI - AMIPMI %Signfl—.20650 dreaterlhan 5% 205LOS AM PM AM(PM) 3,650(4,689) 56% 54(70) 3,700(4,759) 1.0%(1.3%) NO D(LOS E,20) FLUM AND ZONING AMENDMENT TRAFFIC STATEMENT 113 Page 110 8.0 - CONCLUSION The Corradino Group was hired on behalf of the City of Sunny Isles Beach to prepare the required traffic impact statement for a Comprehensive Plan Future Land Use Map (FLUM) Amendment and Official Zoning Map Amendment that impact one (1) property totaling 0.672 acres. This property is located at 215 185`h Street, Sunny Isles Beach, Florida 33160 and is Folio Number 31-2202-006-0010. The property is zoned Moderate Density Townhouse Residential (R-TH) with a FLUM designation of Low to Moderate Density Townhouse. Currently, the existing maximum allowable development intensity for the parcel includes 13 dwelling units per gross acre, for a total maximum of 8 multi -family residential units. The current condition of the property includes a one-story small office trailer of 9,120 square feet and 25 parking spaces. The property was donated to the City of Sunny Isles Beach in accordance to Zoning Resolution No. 14-Z-143 and Resolution No.2014-2275. The amendment proposes to change the Property Official Zoning Map and FLUM designations to Community Facilities. The proposed designation allows for a maximum 25 residential care facilities per gross acre, for a total of 16 residential units. The maximum Floor Area Ratio (FAR) for non-residential uses is 2.0, for a total allowable 58,580 square feet of non-residential. This roadway capacity analysis has been prepared to identify the amendment's potential impact on the surrounding roadway network. It was determined that there is enough existing capacity along the adjacent roadway that service the project location. SR AIA/Collins Avenue is classified as a State Signalized Arterial with 20 -minute Headway transit service within one half mile. Per the City of Sunny Isles Beach Adopted Comprehensive Plan Policy 8A, the LOS criteria is LOS E+20 for this road segment. In order to provide a conservative analysis, no multi -modal reduction was included, but it should be noted that there are projects in the horizon which will impact traffic congestion and improvement multi -modal connectivity in this area. The existing conditions and future 2025 with and without the amendment LOS of D in the AM and PM peak periods. The future 2045 conditions with and without the amendment have a LOS D in the AM peak period and LOS E+20 in the PM peak period. The results indicate that the amendment does not significantly impact the roadway segment. FLUM AND ZONING AMENDMENT TRAFFIC STATEMENT 114 APPENDIX A: EXISTING SITE PLAN 115 in non �g bi �?3- o �s.a&g W�as;bS'a V3�p OI1NYayY WEa�B� S �•$-°�F � gIT ` W �-- Z F ¢ QO 9�68aV fA U !� % g `5 £ g3L o R 1 O U _g48&g��WB bi Q o �a e P/ e50P zn''9g gn�g'ssp S� Z sa^ _B fed Z 3 d F ,53 �sxI'Ik O Cf) W 8 630tld ES MOOS 170 3 a .O. 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N011035-S31tl1S30HtlA31f108 Ntl300 S3HOHS N30100 II { ;eft 01 ' iyx`r�i Elk oil ¢9. a�• 3" APPENDIX B: TRAFFIC DATA COLLECTION 117 County: 87 Station: 0269 Description: SR AIA/COLLINS AV, 300'N NE 172 ST Start Date: 08/04/2020 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: N Direction: S Combined Time 1 st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 64 40 37 30 171 57 53 38 46 1941 365 0100 31 25 20 18 941 38 37 10 22 1071 201 0200 26 10 14 14 641 18 20 16 24 781 142 0300 10 7 10 12 39 7 16 9 12 441 83 0400 9 5 11 17 421 11 11 16 21 591 101 0500 28 34 83 87 2321 21 27 37 58 1431 375 0600 108 107 143 169 5271 75 137 159 194 5651 1092 0700 149 197 158 217 721 181 219 210 251 8611 1582 0800 227 254 261 323 1065 236 326 309 417 12881 2353 0900 261 255 286 295 1097 304 342 301 389 13361 2433 1000 271 265 284 357 11771 300 338 279 335 12521 2429 1100 289 290 356 329 12641 283 354 324 357 13181 2582 1200 363 302 313 336 13141 364 370 349 361 14441 2758 1300 340 288 312 352 12921 325 387 306 356 13741 2666 1400 353 333 390 406 14821 332 375 400 407 15141 2996 1500 392 410 407 410 16191 330 366 470 390 15561 3175 1600 415 362 426 421 16241 420 396 424 374 16141 3238 1700 500 469 437 431 18371 413 466 432 433 17441 3581 1800 408 392 363 349 15121 433 448 361 411 16531 3165 1900 306 304 292 264 11661 380 325 321 324 13501 2516 2000 276 272 224 183 955 1 273 264 257 228 10221 1977 2100 181 132 130 151 5941 204 202 173 138 7171 1311 2200 147 100 118 108 4731 164 141 124 122 5511 1024 2300 130 73 47 56 3061 142 88 67 63 3601 666 --------------------------------------------------------------------------------------- 24-Hour Totals: 20667 22144 42811 --------------------------------------------------------------------------------------- Peak Volume Information Direction: N Direction: S Combined Directions Hour Volume Hour Volume flour Volume A.M. 845 1125 830 1372 845 2489 P.M. 1700 1837 1715 1764 1700 3581 Daily 1700 1837 1715 1764 1700 3581 118 file:///C/UserslAsuslOneDrive%20-%20Florida%20Department%20of%20Transportation/Traffic/Synopsis.Reports_20201870269.txt[5119/2021 3:22:20 PM] Generated by SPS 5.0.53P County: 87 Station: 0269 Description: SR AlA/COLLINS AV, 300'N NE 172 ST Start Date: 08/05/2020 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: N Direction: S Combined Time 1st 2nd 3rd 4th Total 1 st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 46 40 39 35 1601 69 37 49 36 1911 351 0100 21 20 19 22 821 41 20 22 31 1141 196 0200 17 4 9 11 41 20 23 12 12 671 108 0300 5 15 9 10 39 14 10 7 9 401 79 0400 21 7 7 19 541 11 16 20 9 561 110 0500 26 44 80 100 2501 23 24 35 46 1281 378 0600 112 109 136 158 5151 83 129 151 209 5721 1087 0700 151 194 174 199 7181 194 207 231 277 9091 1627 0800 223 250 285 299 10571 250 327 341 416 13341 2391 0900 261 270 282 284 10971 331 320 336 351 1338 2435 1000 286 270 287 340 11831 316 356 306 325 1303 2486 1100 299 293 299 326 12171 333 358 325 373 13891 2606 1200 316 331 335 338 13201 381 360 339 384 14641 2784 1300 340 317 341 309 13071 369 377 316 369 1431 2738 1400 353 371 367 414 15051 390 382 360 373 1505 3010 1500 392 387 426 391 15961 370 454 419 457 17001 3296 1600 476 432 477 464 18491 497 441 406 422 17661 3615 1700 515 485 435 371 18061 437 427 412 446 17221 3528 1800 409 399 354 334 14961 402 405 391 365 1563 3059 1900 320 309 278 300 12071 299 333 360 299 1291 2498 2000 237 280 241 209 9671 299 302 263 227 1091 2058 2100 183 205 149 113 6501 247 188 193 138 7661 1416 2200 152 148 148 109 5571 158 152 136 136 5821 1139 2300 136 86 56 66 3441 136 123 87 69 4151 759 --------------------------------------------------------------------------------------- 24-Hour Totals: 21017 22737 43754 --------------------------------------------------------------------------------------- Peak Volume Information Direction: N Direction: S Combined Directions Hour Volume Hour Volume Hour Volume A.M. 830 1115 815 1415 830 2523 P.M. 1630 1941 1515 1827 1630 3633 Daily 1630 1941 1515 1827 1630 3633 119 file:///C/Users/Asus/OneDrive%20-%20Florida%20Department%20of'/o20Transportation,Traffic(SynopsisReports_2020/870269.txt[5/ 19/2021 3:22:20 PM] Generated by SPS 5.0.53P County: 87 Station: 0269 Description: SR AlA/COLLINS AV, 300'N NE 172 ST Start Date: 08/06/2020 Start Time: 0000 Direction: N Direction: S Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 58 43 29 26 1561 76 49 45 41 2111 367 0100 34 23 16 24 971 26 35 27 25 1131 210 0200 18 14 20 9 61 17 18 18 14 671 128 0300 15 18 5 9 471 15 14 10 10 491 96 0400 11 13 11 16 51 10 13 14 11 481 99 0500 17 46 73 101 2371 16 31 34 53 1341 371 0600 107 121 140 177 545 73 135 142 195 5451 1090 0700 149 159 186 252 7461 178 243 203 308 9321 1678 0800 231 252 320 335 11381 282 321 338 409 13501 2488 0900 264 287 281 328 11601 383 373 361 424 15411 2701 1000 296 285 316 288 11851 335 361 375 345 14161 2601 1100 315 346 339 363 13631 350 402 344 402 14981 2861 1200 331 370 372 376 14491 388 397 421 435 1641 3090 1300 337 401 340 378 14561 336 416 408 423 1583) 3039 1400 390 335 341 342 14081 420 386 324 375 1505 2913 1500 409 380 380 397 15661 372 360 431 447 16101 3176 1600 411 413 483 415 17221 356 398 412 377 15431 3265 1700 486 443 380 409 17181 399 465 376 407 16471 3365 1800 397 379 339 339 14541 421 377 362 352 15121 2966 1900 323 365 296 246 12301 364 339 337 258 12981 2528 2000 279 264 256 192 9911 295 283 274 260 11121 2103 2100 154 166 159 129 6081 236 199 189 154 7781 1386 2200 138 147 128 122 5351 158 150 117 124 5491 1084 2300 111 96 64 71 3421 141 107 93 70 4111 753 --------------------------------------------------------------------------------------- 24-Hour Totals: 21265 23093 44358 --------------------------------------------------------------------------------------- Peak Volume Information Direction: N Direction: S Combined Directions Hour Volume Hour Volume Hour Volume A.M. 830 1206 845 1526 830 2709 P.M. 1630 1827 1715 1669 1630 3480 Daily 1630 1827 1715 1669 1630 3480 120 file:///C/Users/Asus/OneDrive%20%20Florida%20Deparrment%20of%20'Transportation,%'rraffic/s}niopsisRepolls_2020/870269.txt[5/19%2021 3:22:20 PM] Generated by SPS 5.0.53P 121 file: ///C/Users/Asus/OneDrive%20-%20Florida%20Department%20of%20Transportation/TraffieiSynopsisReports_ 2020/870269.txt[5/19/2021 3:22:20 PM] APPENDIX C: ROADWAY IMPROVEMENT DATA 122 N N O N 00 N O N W 0 - ON M N T— A l f ch + N # a i ff� A "6, � z 6F} 69 Esi 6F3 r���; 041 C' M4 O 0 N 64 69 69 64 s (?q 10„ 7 � i 0 aCA o � r �i'. C�3 Cf3 bA 6R 1 Q b W f� 4- U O o CA w a! U O F.' N 0Jx M � O O Cq p.4 om U D P-4 z �b � N U � c 0 M Cd a Q cd 00 — O kn Q N O ID O Q1 01 00 UclO W' U CA V� C4040 Cd M N U 6's H . j � U '� '� � �. •o � � � � � � y � � •o 'b � ,tom m C m m �, o ON M N T— A f i A "6, z 6F} 69 Esi 6F3 r���; 041 C' M4 O 0 N 64 69 69 64 s (?q 10„ 0 aCA o � r �i'. C�3 Cf3 bA 6R b W f� 4- U O o CA w a! U O B 1 1 TRIP GENERATION DATA 125 Small Office Building (712) Page 1 of 1 Vehicle Trip Ends vs: 1000 Sq. Ft. GFA On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 7 and 9 a.m. Setting/Location: General Urban/Suburban Number of Studies: 21 Avg. 1000 Sq. Ft. GFA: 3 Directional Distribution: 82% entering, 18% exiting fehicle Trip Generation per 1000 Sq. Ft. GFA Average Rate Range of Rates Standard Deviation 1.67 0.76-4,12 0.88 Data Plot and Equation W n 20 15 10 5 0' 0 15 x x x x x x x-�( x x x x x x x.-'- x 'x x x 2 4 X = 1000 Sq. Ft. GFA x Study Site Fitted Curve Equation: Not Given 6 8 - - - - Average Rate Rz= **** Trip Gen Manual, 11th Edition • Institute of Transportation Engineers 126 https://itetripgen.org/PrintGraph.htm?code=712&ivlabel=QFQAF&timeperi... 2/28/2022 Small Office Building (712) Vehicle Trip Ends vs: 1000 Sq. Ft. GFA On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. Setting/Location: General Urban/Suburban Number of Studies: 21 Avg. 1000 Sq. Ft. GFA: 3 Directional Distribution: 34% enterinq, 66% exitinq Vehicle Trip Generation per 1000 Sq. Ft. GFA Average Rate Range of Rates Standard Deviation 2.16 0,56-5.50 1.26 Data Plot and Equation 1 a w u 1 H Page 1 of 1 ��------------------------------- x 5 , i X x ' X ' , X 0' x- x ' XX1 , x 5 X"'; x X XXX x X X 00 2 4 6 8 ' X = 1000 Sq. Ft. GFA X Study Site Fitted Curve Equation: Not Given - - - - Average Rate R=_ —* Trip Gen Manual, 11th Edition • Institute of Transportation Engineers 127 https://itetripgen.org/PrintGraph.htm?code=712&ivlabel=QFQAF&tlmeperi... 2/28/2022 Small Office Building (712) Vehicle Trip Ends vs: 1000 Sq. Ft. GFA On a: Weekday Setting/Location: General Urban/Suburban Number of Studies: 21 Avg. 1000 Sq. Ft. GFA: 3 Directional Distribution: 50% entering, 50% exiting Vehicle Trip Generation per 1000 Sq. Ft. GFA Average Rate Range of Rates Standard Deviation 14.39 4.44-50.91 10.16 Data Plot and Equation 50 Page 1 of 1 ----131-------------------------------------------------- x x x x x W x X x X, X x x x imom 0 2 4 6 8 X = 1000 Sq. Ft. GFA x Study Site - - - - Average Rate Fitted Curve Equation: Not Given Rz= * * * * Trip Gen Manual, 11th Edition • Institute of Transportation Engineers 128 https://itetripgen.org/PrintGraph.htm?code=712&ivlabel=QFQAF&timeperl... 2/28/2022 Page 1 of 1 Recreational Community Center (495) Vehicle Trip Ends vs: 1000 Sq. Ft. GFA On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 7 and 9 a.m. Setting/Location: General Urban/Suburban Number of Studies: 12 Avg. 1000 Sq. Ft. GFA: 105 Directional Distribution: 66% entering, 34% exiting Vehicle Trip Generation per 1000 Sq. Ft. GFA Average Rate Range of Rates Standard Deviation 1.91 1.08-4.18 0.88 Data Plot and Equation 400 300 N C C W .2- 11 II F 200 100 C X = 1000 Sq. Ft. GFA X Study Site Fitted Curve Equation: Not Given - - - - Average Rate Rz_ -*« Trip Gen Manual, 11th Edition • Institute of Transportation Engineers 129 https://itetripgen.org/PrintGraph.htm?code=495&ivlabel=QFQAF&timeperio... 3/1/2022 Recreational Community Center (495) Page 1 of 1 Vehicle Trip Ends vs: 1000 Sq. Ft. GFA On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. Setting/Location: General Urban/Suburban Number of Studies: 15 Avg. 1000 Sq. Ft. GFA: 124 Directional Distribution: 47% entering, 53% exiting Vehicle 1 rip Generation per 7000 ,q. rt. GI -A Average Rate Range of Rates Standard Deviation 2.50 1.05-5.37 1.28 Data Plot and Equation •11 500 w 400 a 1 300 200 a F-5 x , , x x x 00 100 200 X = 1000 Sq. Ft. GFA x Study Site Fitted Curve Fitted Curve Equation: Ln(T) = 0.71 Ln(X) + 2.31 x 300 400 - - - - Average Rate Rz= 0.57 Trip Gen Manual, 11th Edition • Institute of Transportation Engineers 130 https:Hltetripgen. org/PrintGraph.htm?code=495 &ivlabel=QFQAF&timeperio... 3/1/2022 Recreational Community Center (495) Vehicle Trip Ends vs: 1000 Sq. Ft. GFA On a: Weekday Setting/Location: General Urban/Suburban Number of Studies: 4 Avg. 1000 Sq. Ft. GFA: 78 Directional Distribution: 50% entering, 50% exiting /ehicle Trip Generation per 1000 Sq. Ft. GFA Average Rate Range of Rates Standard Deviation 28.82 21.49 - 36.71 8.56 Data Plot and Equation 111 >,000 111 00 50 100 X = 1000 Sq. Ft. GFA x Study Site Fitted Curve Fitted Curve Equation: Ln(T) = 0.98 Ln(X) + 3.42 Page 1 of 1 Caution — Small Sample Size 150 /11 - - - - Average Rate R2= 0.74 Trip Gen Manual, 11th Edition • Institute of Transportation Engineers 131 https://itetripgen.org/PrintGraph.htm?code=495&ivlabel=QFQAF&timeperio... 3/1/2022 APPENDIX E.0 HISTORICAL GROWTH DATA 132 Z Ow HU 9 P Hwa a 00w Lanma H H Cl) H 0911 H FC H m U wza C4 � O wHax QOo W N Amo Q � N H OH a F-4 p; I O Q O OO 0 0 0 0 0 0 0 0 0 0 0 O i NOLOMmIOHHcr Lnm d'MmNLn U� I mLnLnUI�V Ln* �OOD* [�OD, mLnd'NL� w I H I a I o O O O o O O O m v M v N O O I Nko MOm r,m LHON Ll- MNm U I dl dl dl Ln dl dldl N tll 111 et+M Ln d'dlM FC I Ln Ln Ln Lo m m Ln Ln Ln Ln m Ln Ln Ln Ln Ln w I a I o O o 0 0 0 O O o o m m m H t o OI o00o00o0oommoomm El I. U mmmoimm.mmmmmmmmt-m 4 I w I x -k I I N I H I m � I O I 0 0 0 0 0 O0 0 0 0 0 0 0 0 0 0 N H I O O O O.O.O 0 0 0 0 0 0 0 0 0 0 r H 00000mom000LnLooLnln H U I M.mwoq,m.I-oHr-mNMI-�od, W I N N N M N NN M M N N N N N N N w aI z H I QimCf) mCl) Cl) mmmmmmCl) mmmm 0 0 r- m Co 1p N O H H I O I O O O O O 0.0 0 0 00 0 0 00 0 H I 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 H I OMOO.MM MOOlnm Lnom OLn U i H[�dlmcn�o�m�lnd+o,-IlninM W i N N N N N N'N N N N N N N N N N aI Q I zzizzz7-d.' zzzzzzzzz W H H H W a W >zW Wpb O44 0 H Cl) 04xw W a ` FG H H W E4 H H >+ Cl) WWa H 0 waaH 9 9 a 11WWw �H>1 w Qxx -a HQ WHx F m q H II II mH�ocF'n W U) E, H�o �HHN m EH Wa W Q�+wx W �H � z w0H �Uwc4 O W H z UmwH H u u u F�4 Um>H m W I O. m w L- w m d' M N H O m m r lo H I N H H -H H o --IH H H H r1 0 0 0 0 0 O H WI000000000000000o U m 'H I N N N N N N'N N N N N N N N N N 133 U) i H 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a O Q I 0000000000000000 w H qa1! IO m 00 m O In Ln o Ln Ln O Ln to Ln o U I It Nm0 m1 tmmNmMwN H H I i,LnLnmdILnLoLnLnLnv T vmmv+ w I x -k W I O. m w L- w m d' M N H O m m r lo H I N H H -H H o --IH H H H r1 0 0 0 0 0 O H WI000000000000000o U m 'H I N N N N N N'N N N N N N N N N N 133 W F H E U) W 0.', 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O I Q0 NN �P V'd' V'MMOOMM 016\H p; U I NNNNN�IT H r -I N N cw'v N N'T W fX I z w I F Cx1 0 F q � xz� wax> O H 1 0000.0.0.000001010101 m CD �', M a O I Ol 61616161 Cl 61 6 6 61610 dl mm61 H II II x a F I E O U 16161616161 m 016161 O1 O1616, 0, 6, 0, U) p; x w U r, 161d>61d16161d1O1610-)mm m01616) W y wI � w I aww O EU) z < H H W - E E F N z O p1' 10000000000006101rI I` O U1 CO U) O o 0C) P; W W z H W N H IH O 00 CO 0Y 61 61, 61 61 61 61 61 00 00 Ol 00 1� 00 [4 Z Oi H NE ` u i H 44 P' w f� I II W W W fy w0 Ln I �H�H 0004 N x l fJ4 W W Px x I q x�4 U)U)Z U) •.Z EQ CHF P7 ExH9 Eq F 3 Ecnq H O N I H I I< E O d a z I Cf) w O 1000000 00000000 W EMU > H I co Z H F I a W •. H N z I Z E CE- H a H N ��H 0 i mal EHIIN CL E x a co E WQ O W U) P� Q O w< 04 O W Q' Cn m I P4 �W-+ q z N41 z H I W y 41 p O E O 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 E q H a0: H l o 0 0 0 0 0 o O nzx3 Fv Ga E I Ln Ln.. of o o Ln Ln Ln 04 0 E U I 00 r- 00 r- Izzi' M 3` 2 U Ga U Ln W I rl r1' i' H H H H H O W H z O P: I U U) ra H O H I [ q 1 N Ucn>F q C- U) O �Iy a 1 UwUwUwUwUwvwUwU(n U) F4 i F:� � H E l 0 0 0 0 o OO 0 0 0 0 0 0 0 0 0 a O Q 1 0 0 0 0 O.O o 0 0 0 0 0 0 0 0 o W F I Ln Ln Ln Ln O Lo O to O Ln Ln O Ln N Ln Ln U I I 1 00 L -I-0000 r- l-14, dw M Mrl H X, I rl�r-I.riririrlHHriHHr-IHrlri q W 61 I 00 Q0 E z W Z I 0 61 o I` l6 N d• M N -1 O m M I` lO Ln ,7 E 5' I N Hr -I riH rH H r-1 H H r-100000 O H W I O (D O O O O O O O O O O O O o O U U) >� 1 N N N N N N N N N N N N N N N N U) M r W H H H U) W P: l o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 1 Ln HH In Ln mmmmOo H a U I N N N N NtO cf' cr N N rl H N N �n W Kc I N U) Cr I z w I x3D HI Hoa rxzFC wDx> HOZ FC [u D 0 Ln (Y 1000000000001016101010 X m 0 O I m Ol C rn 61 61 01 01 61 61 01 61 01 01 01 rn H II II x H I H G: U I rnrnrnrnrnrnrnrnrnrnrnrnrnrnrnrn cnG:XW cn �G I rnrnrnrnrnrnrnrnrnrnrnrnrnrnrnrn W P: W I Q w 1 P:ww O HHcn H H W - HHH>� z O Pi 1 0 0 0 0 000 O o 006161H h o cn m Ln O O O I 00.00000000616100610 (Y, W w 0; H W •H H 1 H O H U U I CO 00 m 6) 01 61 01 61 01 0)00 O10 h 0 - F*4 1:4 P: H Fwa wi w uwwa ooa xi wry Pa W ->< I Q x x U] co P4 cn . a H Q HK' NVQ HU) a I H O N I H I I U Oda z I Cf) Htocco H 9 M O 1 00 0 0 0 0 0 0 0 0 0 0 0 0 [.a HtnU cn H I - m z H H I a W •.H WzP: O U I El W l0 H P: HO] F(4H in I Q I a1 CQ HO HHN a4x 0 cop m II G]w� q0O Pa N oN PQ 41 H H I QW wx O H O O l O 0 o O. O. 0 0 0 0 0 0 0 0 0 0 H Q H a 124 H I O O O O O O O O D z 2: Gr w H I Ln LO LO o r) o Ln Ln as O H U I 0 to 00 0 l0 tO l0 to x U C- u t6 w I - H H H 1-1 H O W H z O C4 1 U U] W H CD H I H W o Q I cn u] - cn cn cn m u) cn m II II II CY Q .H FC N Utn>H Q h (n 1 0 H a I wUWU44UwUwUcn to i w H I Cl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o a O Q I O O O o 0 0 0 0 0 0 0 0 0 0 0 0 [a H 1 LnIn1noLo1no0mOooLnLnLnto U I I 1 0 W W 61000 CO lfl l0 t0 t0 tO to in N w H I H.--1,--1 rl rl e-iH HHrIHHHrIH Q w h O 0 0 Q x H z W � I OalOhto tf)�f'mN r-10010 hIO� D H I NH A-iH I H -1•-1-100000 O H W I O O O o 0 0 0 0 0 0 0 0 0 0 0 0 U U1 >1 I N N NN NN N N N N N N N N N N APPENDIX F0 . ROADWAY CAPACITY ANALYSIS INFORMATION 136 yV1�f�Y Il<! 0�% .»{ it � 2030 �_ The City will continue to maintain adequate LOS standards for the transportation system to coordinate the traffic circulation system with existing and future land uses as shown on the Future Land Use Map. Policies 8A. Unless exempted under other policies, the adopted concurrency management system shall establish the following roadway level of service standards (LOS) for the purpose of issuing development orders and permits: 1. In conformity with Miami -Dade County, the acceptable peak period LOS for all non-FHISS State and County roads inside the City shall be the following: a) Where no public mass transit service exists, roadways shall operate at or above LOS E; b) Where mass transit service having headways of 20 minutes or less is provided within 0.5 mile distance, roadways shall operate at no greater than 120 -percent of their capacity (LOS E+20); c) Where extraordinary transit service such as commuter rail or express bus service exists parallel roadways within 0.5 mile shall operate at no greater than 150 -percent of their capacity (LOSE+50). 2. The adopted level -of -service for all collector roads maintained by the City shall be 120 -percent of LOS E (LOS E+20), as defined and measured by the methodologies of the FDOT LOS Standards and Guidelines. 86. The level -of -service for all local residential roads shall be guided by the recommendation of the Miami -Dade County Street Closure/ Traffic Flow Modification Study and adopted policy. 8C. The City shall encourage FDOT and Miami -Dade County to achieve the adopted level of service on all road segments shown to be operating below their adopted level of service according to the MU ATS model. 8D. The City recognizes the interaction with mixed-use developments and the resulting internal satisfaction of trips when analyzing the traffic impact of proposed mixed-use developments that promote revitalization and redevelopment. Mixed-use developments are characterized by three (3) or more significant, mutually supporting uses with significant physical and functional integration of project components, including uninterrupted pedestrian connections, and that are developed in conformance with a coherent plan. To this extent, in conjunction with Policy 2A, (part b) of this Element, and in support of the Future Land Use Element, the City will apply the established Transportation Concurrency Exception Area (TCEA) to facilitate development in the area bounded by the Town Center Future Land Use designation. Reference to (part b) in policy 8D needs to be deleted — Ordinance 2016-480 TRANSPORTATION ELEMENT Page 148 137 TABLE 4 Generalized Peak Hour Two -Way Volumes for Florida's Urbanized Areas' January 2020 INTERRIJPTITDLOW FACILITIES UNINTERRUPTED FLOWFACILITIES STATE SIGNALIZED ARTERIALS FREEWAYS Class I (40 mph or higher posted speed limit) Core Urbanized Lanes Median B C D E Lanes B C D E 2 Undivided * 1,510 1,600 ** 4 4,050 5,640 6,800 7,420 4 Divided * 3,420 3,580 ** 6 5,960 8,310 10,220 11,150 6 Divided * 5,250 5,390 ** 8 7,840 10,960 13,620 14,850 8 Divided * 7,090 7,210 ** 10 9,800 13,510 17,040 18,580 Class II (35 mph or slower posted speed limit) 12 11,600 16,350 20,930 23,200 Lanes Median B C D E Urbanized 2 Undivided * 660 1,330 1,410 Lanes B C D E 4 Divided * 1,310 2,920 3,040 4 4,130 5,640 7,070 7,690 6 Divided * 2,090 4,500 4,590 6 6,200 8,450 10,510 11,530 8 Divided * 2,880 6,060 6,130 8 8,270 11,270 13,960 15,380 10 10,350 14,110 17,310 19,220 Non -State Signalized Roadway Adjustments Freeway Adjustments (Alter corresponding state volumes Auxiliary Lanes Ramp by the indicated percent.) Present in Both Directions Metering Non -State Signalized Roadways - 10% +1,800 +5% Median &Turn Lane Adjustments Exclusive Exclusive Adjustment UNINTERRUPTED FLOW HIGHWAYS Lanes Median Left Lanes Right Lanes Factors Lanes Median B C D E 2 Divided Yes No +5% 2 Undivided 1,050 1,620 2,180 2,930 2 Undivided No No -20% 4 Divided 3,270 4,730 5,960 6,780 Multi Undivided Yes No -5% 6 Divided 4,910 7,090 8,950 10,180 Multi Undivided No No -25% Yes +5% Uninterrupted Flow Highway Adjustments Lanes Median Exclusive left lanes Adjustment factors One -Way Facility Adjustment 2 Divided Yes +5% Multiply the corresponding two -directional Multi Undivided Yes -5% volumes in this table by 0.6 Multi Undivided No -25% BICYCLE MODE2 'Values shown are presented as peak hour directional volumes for levels of service and (Multiply vehicle volumes shown below by number of are for the automobile/tnick modes miless specifically stated. This table does not directional roadway lanes to determine two-way maximum service constitute a standard and should be used only for general planning applications. Tho volumes.) computer models from which this table is derived should be used for more specific planning applications. The table and deriving computer models should not be used for Paved corridor or intersection design, where more refined techniques exist. Calculations are Shoulder/Bicycle based on planning applications of the HCM and the Transit Capacity and Quality of Service Manual. Lane Coverage B C D E ' Level of service for the bicycle and pedestrian anodes in this table is based on 0-49% * 260 680 1,770 number of vehicles, not number of bicyclists or pedestrians using the facility. 50-84% 190 600 1,770 >1,770 ' Buses per hour shown are only for the peak hour in the single direction of the higher traffic 85-100% 830 1,700 >1,770 ** tlow. PEDESTRIAN MODEZ * Cannot be achieved using table input value defaults. (Multiply vehicle volumes shown below by number of ** Not applicable for that level of service letter grade. For the automobile mode, directional roadway lanes to determine two-way maximum service volumes greater than level of service D become F because intersection capacities have been reached. For the bicycle mode, the level of service letter grade (including F) is not volumes.) achievable because there is no maximum vehicle volume threshold using table input Sidewalk Coverage B C D E value defaults. 0-49% * * 250 850 Source: Florida Department of Transportation 50-84% * 150 780 1,420 Systems Implementation office 85-100% 340 960 1,560 >1,770 https://www.fdot.gov/plauning/systems/ BUS MODE (Scheduled Fixed Route)3 (Buses in peak hour in peak direction) Sidewalk Coverage B C D E 0-84% > 5 > 4 > 3 > 2 85-100% > 4 > 3 > 2 > 1 QUALITY/LEVEL OF SERVICE HANDBOOK 138 Generated by SPS 5.0.53P County: 87 Station: 0269 Description: SR AlA/COLLINS AV, 300'N NE 172 ST Start Date: 08/06/2020 Start Time: 0000 --------------------------------------------------------------------------------------- Direction: N Direction: S Combined Time lst 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total --------------------------------------------------------------------------------------- 0000 58 43 29 26 1561 76 49 45 41 2111 367 0100 34 23 16 24 971 26 35 27 25 1131 210 0200 18 14 20 9 61 17 18 18 14 671 128 0300 15 18 5 9 471 15 14 10 10 491 96 0400 11 13 11 16 51 10 13 14 11 481 99 0500 17 46 73 101 2371 16 31 34 53 1341 371 0600 107 121 140 177 545 73 135 142 195 5451 1090 0700 149 159 186 252 7461 178 243 203 308 9321 1678 0800 231 252 320 335 11381 282 321 338 409 13501 2488 0900 264 287 281 328 11601 383 373 361 424 15411 2701 1000 296 285 316 288 11851 335 361 375 345 14161 2601 1100 315 346 339 363 13631 350 402 344 402 14981 2861 1200 331 370 372 376 14491 388 397 421 435 1641 3090 1300 337 401 340 378 14561 336 416 408 423 1583 3039 1400 390 335 341 342 14081 420 386 324 375 1505 2913 1500 409 380 380 397 15661 372 360 431 447 16101 3176 1600 411 413 483 415 17221 356 398 412 377 15431 3265 1700 486 443 380 409 17181 399 465 376 407 16471 3365 1800 397 379 339 339 14541 421 377 362 352 15121 2966 1900 323 365 296 246 12301 364 339 337 258 12981 2528 2000 279 264 256 192 9911 295 283 274 260 11121 2103 2100 154 166 159 129 6081 236 199 189 154 7781 1386 2200 138 147 128 122 535 1 158 150 117 124 5491 1084 2300 111 96 64 71 3421 141 107 93 70 4111 753 --------------------------------------------------------------------------------------- 24-Hour Totals: 21265 23093 44358 --------------------------------------------------------------------------------------- Peak Volume Information Direction: N Direction: S Combined Directions Hour Volume Hour Volume Hour Volume A.M. 830 1206 845 1526 830 2709_ P.M. 1630 1827 1715 1669 1630 3480 Daily 1630 1827 1715 1669 1630 3480 139 file:///C(UserslAsuslOneDrive%20-%20Florida%20Department%20of%20TransportationlTraffic/S}niopsis.Reports_20201870269.txt[5;1912021 3:22:20 PM] EXHIBIT "C" CITY OF \SLES� City of Sunny Isles Beach Future Land Use 2016-2030 —••—••- Corporate City Limits Low Density Residential Low to Medium Density Residential Medium Density Residential Medium to High Density Residential Mixed Use - High Density Resort Mixed Use - Business Neighborhood - Business - Community Facilities ® Recreation - Open Space tJ Conservation Town Center Overlay - North :.! Town Center Overlay - South Water This map or any other map found on the City's website are not official maps of the City of Sunny Isles Beach unless approved by the Department of Economic Opportunity (formerly known as Department of Community Affairs). Official City's maps can be foi at the Office of the City Clerk or at the Department of Economic Opportunity. /eNN WE 8 0 0.2 0.4 Miles Date: 0 1 -11-2022 Map: QM003 14, Exhibit 'T" LITY of y \SLES� l ILLtz City of Sunny Isles Beach Future Land Use 2016-2030 ••—••® Corporate City Limits Low Density Residential Low to Medium Density Residential Medium Density Residential Medium to High Density Residential Mixed Use - High Density Resort - Mixed Use - Business Neighborhood - Business Community Facilities ® Recreation - Open Space Conservation r• Town Center - North Overlay �� Town Center - South Overlay Water This map or any other map found on the City's website are not official maps of the City of Sunny Isles Beach unless approved by the Department of Economic Opportunity (formerly known as Department of Community Affairs). Official City's maps can be foun at the Office of the City Clerk or at the Department of Economic Opportunity. %NNS WE S 0 0.2 0.4 Miles Date: 02-23-2022 Map: PZ063A GJ t < ry k C �i �'�T1;nn} •t��``� r ti f 01- pProposed r ProposedChange from Low to Medium Density Residential / s to Community Facilities I.: 03M Z /l/- rnq�i ^------------- r. l� ° 4 l - f 14 SUNNY /g CITY OF SUNNY ISLES BEACH n .u,., NOTICE OF PUBLIC HEARING ON THE CITY OF SUNNY ISLES BEACH 'D F -0 P COMPREHENSIVE PLAN FUTURE LAND USE MAP (FLUM) O P LC\ Qyc r`FSUS AMENDMENT NOTICE IS HEREBY GIVEN that the City Commission of the City of Sunny Isles Beach, Florida, will hold a public hearing in the Sunny Isles Beach Government Center, David P. Samson Commission Chambers, 18070 Collins Avenue, Sunny Isles Beach, Florida, on Thursday, May 19, 2022, at 6:30 p.m., to consider on second and final reading the following proposed Ordinance: AN ORDINANCE OF THE CITY COMMISSION OF THE CITY OF SUNNY ISLES BEACH, FLORIDA, APPROVING AN AMENDMENT TO THE CITY OF SUNNY ISLES BEACH COMPREHENSIVE PLAN FUTURE LAND USE MAP (FLUM), PURSUANT TO THE SMALL SCALE COMPREHENSIVE PLAN AMENDMENT PROCEDURES IN SECTION 163.3187 OF FLORIDA STATUTES FOR A 0.672 ACRE PARCEL LOCATED AT 215 185 ST, SUNNY ISLES BEACH, FL 33160 FROM LOW TO MEDIUM DENSITY RESIDENTIALTO COMMUNITY FACILITIES; APPROVING THE TRANSMITTAL OF THE AMENDMENT TO THE DEPARTMENT OF ECONOMIC OPPORTUNITY AND REVIEWING AGENCIES IN ACCORDANCE WITH SECTION 163.3187, FLORIDA STATUTES; PROVIDING FOR SEVERABILITY; PROVIDING FOR REPEALER; PROVIDING FOR INCLUSION IN THE CODE; PROVIDING FOR AN EFFECTIVE DATE. The City proposes to transmit the draft Comprehensive Plan Future Land Use Map (FLUM) Amendment to the Florida Department of Economic Opportunity and reviewing agencies for preliminary review, pursuant to the requirements of Section 163.3187, Florida Statutes. The proposed amendments affect the following property which is generally described as: 215 185 STREET, SUNNY ISLES BEACH, FL 33160. 142 Legal Description: LOTS 1, 2 AND 3, BLOCK I OF GOLDEN SHORES OCEAN BOULEVARD ESTATES, SECTION "D" ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 53, AT PAGE 48, TOGETHER WITH THE WESTERLY ONE-HALF OF THE TWENTY (20) FOOT WIDE ALLEY ADJACENT TO SAID LOTS 1, 2 AND 3, BLOCK 1, AS SHOWN ON SAID PLAT BOOK 53, AT PAGE 48, AS VACATED BY RESOLUTION 2003-511 OF THE CITY COMMISSION OF THE CITY OF SUNNY ISLES BEACH, FLORIDA, AS RECORDED IN OFFICIAL RECORD BOOK 21181, AT PAGE 3232, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY FLORIDA. Inquiries regarding this item may be directed to the City Clerk at 305-792-1703. A copy of these documents is available for public inspection during normal business hours in City Hall. Mauricio Betancur, CMC, City Clerk All persons are invited to appear at this meeting or be represented by an agent, or to express their views in writing addressed to the City Commission c/o the City Clerk, City of Sunny Isles Beach, 18070 Collins Avenue, Sunny Isles Beach, Florida, 33160. Any person wishing to address the City Commission at a public hearing is asked to register with the City Clerk by completing a public speakers' card prior to the item being heard. The hearing on these matters may be continued at this meeting and under such circumstances, additional legal notice would not be provided. If a person decides to appeal any decision made by the City Commission with respect to any matter considered at such meeting, they will need a record of the proceedings and, for such purpose, may need to ensure that a verbatim record of the proceedings is made, which record includes the testimony and evidence upon which the appeal is to be based. This notice does not constitute consent by the City for introduction or admission of otherwise inadmissible or irrelevant evidence, nor does it authorize challenges or appeals not otherwise allowed by law. In accordance with the Americans with Disabilities Act, all persons who are disabled and who need special accommodations to participate in this meeting because of that disability should contact the City Manager at 305-947-0606, no later than 48 hours prior to the proceedings. 143 0 t FL/,}li O4 fTt OF S01A h� City of Sunny Isles Beach 18070 Collins Avenue Sunny Isles Beach, Florida 33160 (305) 947-0606 City Hall (305) 949-3113 Fax MEMORANDUM TO: Honorable Mayor and City Commissioners VIA: Stan Morris, City Manager FROM: Planning and Zoning Consultant DATE: May 19, 2022 RE: Comprehensive Plan Future Land Use Map (FLUM) Amendment RECOMMENDATION: This Ordinance is recommended for your approval. REASONS: The City of Sunny Isles Beach accepted a land donation according to Resolutions No. 14-Z-143 and No 2014-2275, the land donated is located at 215 185 St, Sunny Isles Beach, FL (the "Donated Property" with folio No. 31-2202-006-0010. Consequently, the City obtained ownership of the Donated Property on July 29, 2016 and entered into a triple net leaseback agreement, which maintain the land as a sales center for the project known as Turnberry Ocean Club. Currently, the City is taking possession of the Donated Property and is wishing to pursue a Community Facility in such property. Therefore, is presenting an amendment to the City's Comprehensive Plan Future Land Use (FLUM) to change th, future land use of Low to Moderate Density Townhouse to Community Facilities. This amendment wil be transmitted to the State Department of Economic Opportunities (DEO) and to all external agencie! require to review the amendment, thus, this amendment will be pursued as a small scale Comprehensive Plan amendment, according to F.S. 163.3187. ATTACHMENTS: Ordinance Staff Report Public Notice Item Number: 9.A 41