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Res No 092-24-16197RESOLUTION NO. 092-24-16197 A RESOLUTION OF THE MAYOR AND CITY COMMISSION OF THE CITY OF SOUTH MIAMI, FLORIDA, APPROVING A SPEOAL EXCEPTION APPLICATION PURSUANT TO SECTION 20-8.9 OF THE CITY OF SOUTH MIAMI LAND DEVELOPMENT CODE, FOR A LARGE SCALE DEVELOPMENT PROJECT FOR A SKILLED NURSING FACILITY ON AN APPROXIMATELY 0.8-ACRE PROPERTY LOCATED AT 7040 SW 61ST A VENUE AND 7109 SW 6t8T COURT; PROVIDING FOR CONDITIONS, ENFORCEMENT OF CONDITIONS, CORRECTIONS, SEVERABILITY, AND AN EFFECTIVE DATE. WHEREAS, 7040 Sunset Asset, LLC (the "Applicant"), submitted Application No. PB- 24-013 (the 4 'Application"), requesting large scale development approval pursuant to section 20- 8.9 of the Land Development Code (the "LDC'') to allow development of a skilled nursing facility on the 0.80-acre (35,230 square foot) property located at 7040 SW 61 •t Avenue and 7109 SW 61 st Court (collectively, the "Property''); and WHEREAS, the Property is zoned Transit-Supportive Development District Mixed-Use 5 ("TSDD (MU-5)"); and WHEREAS, the Application proposes to effectuate the development that consists of: • Six (6) stoiy, 177,432 square foot Skilled Nursing Facility with 180 beds • 1,310 square foot commercial/retail • 114 total parking spaces WHEREAS, pursuant to LDC Section 20-8.9 Special Exceptions, any site that is in excess of 40,000 square feet or any development in excess of four ( 4) stories, shall be designated as a large scale development requiring review by the Planning Board and approval by the City Commission; and WHEREAS, the Property was the subject of a previous special exception for a 180-bed nursing facility on seven floors approved by Resolution No. 153-21-15753 on December 7, 2021; and WHEREAS, in the staff report analyzing the Application dated July 18, 2024, staff finds that the Application: (]) furthers the intent of and is consistent with the Comprehensive Plan; (2) is in keeping with the Transit-Supportive Development District land use designation as it proposes to provide for the development of office and retail uses in a multi-story mixed-use project that is within close distance of mass transit that is characteristic of transit-supportive developments; (3) meets all Level of Service requirements; (4) meets the criteria set forth in Section 20-8. 9 of the LDC for approval of a large scale development; (5) will not adversely affect the health and safety of persons in the surrounding area, nor will it be detrimental to the neighborhood; and ( 6) the proposed site plan is consistent with Article III, Section 20-3.1 (A and 8), 20-3.3 (D), Article IV, Section 20-4.4, 20-4.5, and Article VIII, Sections 20-8.1 through 20-8.17, and complies with the general requirements of Special Exceptions (Section 20-8.9) ofthe LDC; and Page 1 of 5 Res.No.092-24-16197 WHEREAS, at a public hearing held on Jwte 11, 2024, the Planning Board voted six (6) to zero (0) to recommend approval of the proposed application, subject to conditions; and WHEREAS, the Mayor and City Commission of the City of South Miami, having held a duly noticed public hearing on July 18, 2024, and considered the Staff report and findings, the criteria in Section 20-8. 9 of the LDC and having fowtd that those criteria have been satisfied, desire to approve the Application. NOW, THEREFORE, BE IT RESOLVED BY THE MAYOR AND CITY COMMISSION OF THE CITY OF SOUTH MIAMI, FLORIDA: Section I. Recitals and Findings. The recitals set forth in this resolution are true and correct, and are supported by competent substantial evidence, and they are incorporated into this resolution by reference as if set forth in full herein. The City Commission finds that the Application ineets the requirements of Section 20-8.9 of the LDC, including the criteria listed in Sections 20- 8.9(C) and 20-8.9(0) of the LDC. Section 2. Approval. The Application submitted by the Applicant, requesting a large- scale development approval on-the Property is hereby approved. Section 3. Conditions of Approval .. This Application is hereby approved subject to the following terms and conditions as well as all applicable City ordinances, codes, rules, and regulations: Conditions: Geoeo• Conditions I. The proposed development will be substantially built in accordance with the documents submitted and identified in the list of Attachments shown below. 2. All documents submitted with this Application are to be made a part of the record. 3. All off-site improvements required under any approvals shall be completed prior to the first Certificate of Occupancy unless such deadline is extended by the City Manager. 4. Any improvements in the Public Right-of-Way shall be approved by the City of South Miami. S. All impact fees shall be paid by the Applicant prior to issuance of the building pennit 6. The Applicant shall provide a Jetter acknowledging compliance with the applicable Level of Services requirements prior to the issuance of final permit to the Property. If any concurrency approvals expire a re-review shall be required by the appropriate agency. Page 2 of 5 Res. No. 092-24-16197 7. Any changes that increase densities, intensities or population shall require a new Concurrency Analysis. 8. Flood elevations shall be reviewed and approved for consistency with FEMA requirements and the City's National Flood Insurance Program Ordinance prior to building permit approval. 9. The Applicant shall comply with applicable conditions and requirements by Miami- Dade County Public Works Department, Fire Rescue Department, Deparbnent of Regulatory and Economics Resources -DERM (DRER), and Miami-Dade County Water and Sewer Department, if any. 10. Plans shall be submitted for review and approved by the Design Review Board (ORB) prior to the issuance of building permits. 11. The plans shall comply with the Green Building requirements of Section 20-8. l 3(A}. 12. A Declatation of Restrictive Cownants, including for the perpetual maintenance of the public plaza on SW 61 st Court shall be recorded with Miami Dade County in a form approved by the City Attorney pursuant to Section 20-8.9(1)(1), LDC. 13. A Unity of Title shall be recorded with Miami Dade County in a form approved by the City Attorney. 14. The plaza areas shown on the ground floor level of the plans shall be open to the public. Cogstruetion Conditions 15. A Construction and Maintenance of Traffic (MOT) Plan shall be provided by the Applicant to the Building and Public Works Departments for approval prior to start of construction. Access points by construction vehicles shall be provided within the MOT. 16. The Applicant shall provide for the reconstruction of the adjoining roadways, sidewalks and drainage to their conditions prior to construction, or better, and to provide a performance bond equal to 100% of the total cost of reconstruction, or such other amount as detennined appropriate by the City Manager. 17. The Applicant shall provide a Construction Air Quality Management Plan to the Department prior to the start of construction. 18. A Construction, Demolition and Materials Management PlaQ (CDlvllv.lP) must be submitted by the Applicant at time of building permit. 19. Hours of construction shall follow the regulations listed in Section 7-16(0) of the City Code of Ordinances. Page 3 of 5 Res. No. 092-24-16197 Landscaping Conditions; 20. The Applicant shall meet all the minimum requirements of the City Code, Chapters 18 and 24 of the Miami-Dade County Code and specifically comply with all conditions imposed by Miami-Dade County Department of Regulatory and Economic Resources -DERM (DRER), if any. 21. The Property shall be landscaped in substantial accordance with the landscape plan included in the application package. 22. Pursuant to Sec. 20-4.5, as may be amended, the Applicant shall preserve existing trees (including native trees) during the development of the project, wherever possible. If the trees must be removed, the Applicant shall be required to submit a tree removal permit and mitigate the impact in accordance with City requirements. If any relocated trees ~o not survive, mitigation must be provided per the L~C requirements. EnyironmeotaJ Conditions; 23. The Applicant shall meet the requirements of the Miami-Dade County Water-Use Efficiency Standards Manual, effective January 2009, as may be amended from time to time. 24. All storm water drainage systems shall be maintained in working order at all times in order to avoid localized flooding during and after a storm. Architecture Conditions; 25. Substantial compliance with the approved plans including design, materials, and color palette, prepared by Behar Font Partners, P.A. for the South Miami Skilled Nursing Facility, dated 4-23-2024, Project No. 20-067. Section 4. Enforcement of Conditions. The Applicant understands and acknowledges that they must comply with this Resolution, and all conditions and all other applicable requirements of the LDC and City Code on or before permit issuance, commencement of construction or occupancy, as applicable, and that permits and approvals may be withheld, and/or the foregoing approval in this Resolution may be revoked by the City at any time upon a determination by the City Commission, following a public hearing, that the Applicant or any successor owner is in non compliance with the LDC, the City Code and/or the conditions of this Approval and have failed to cure, or to provide an acceptable plan to timely cure, the non- compliance. Section S. Corrections. Conforming language or technical scrivener-type corrections may be made by the City Attorney for any conforming amendments to be incorporated into the final resolution for signature. Page 4 of 5 Res. No. 092-2 4-16 197 Section 6 . Seve.-ability. If any secti o n c lause, sentence, or phrase of this reso lution is for any re ason held invalid or uncon stitutional by a court o f competent jurisdiction, the holding shall not affect the validity of th e remaining portions o f this resolution, which s hall remain in full force and e ffect. Section 7. Effective Date. Thi s resolution s hall become e ffective immed iately upon adoption by vote of the City Commission. PASSED AND ADOPTED thi s 18°1 day of Jul v, 2024. ATTEST: APPROVED : MAYOR READ AND APPROVED AS TO FORM , COMMISSION VOTE: 5-0 LANGUAGE, LEGALITY, AND Mayor Fernandez: Yea EXE ON THEREOF Vice Mayor Bonich: Yea Commissioner Lie bman: Yea Commissioner Calle: Yea Commissioner Corey: Y ea Page 5 of 5 Agenda Item No:7. City Commission Agenda Item Report Meeting Date: July 18, 2024 Submitted by: Marcus Lightfoot Submitting Department: Planning & Zoning Department Item Type: Resolution Agenda Section: Subject: QUASI-JUDICIAL WARNING: THE FOLLOWING MATTER IS CONSIDERED TO BE QUASI-JUDICIAL. PLEASE REVIEW THE RESTRICTIONS THAT ARE MORE FULLY SET FORTH AT THE END OF THIS AGENDA. A RESOLUTION OF THE MAYOR AND CITY COMMISSION OF THE CITY OF SOUTH MIAMI, FLORIDA, [APPROVING/DENYING] A SPECIAL EXCEPTION APPLICATION PURSUANT TO SECTION 20-8.9 OF THE CITY OF SOUTH MIAMI LAND DEVELOPMENT CODE, FOR A LARGE SCALE DEVELOPMENT PROJECT FOR A SKILLED NURSING FACILITY ON AN APPROXIMATELY 0.8-ACRE PROPERTY LOCATED AT 7040 SW 61ST AVENUE AND 7109 SW 61ST COURT; PROVIDING FOR CONDITIONS, ENFORCEMENT OF CONDITIONS, CORRECTIONS, SEVERABILITY, AND AN EFFECTIVE DATE. 4/5 (CITY MANAGER-PLANNING & ZONING DEPT.) Suggested Action: Attachments: Skilled_Nursing_Facility_Special_Exception_Staff_Report.docx 4965646-Resolution Special Exception - Skilled Nursing Facility - 7040 SW 61st Ave & 7109 SW 61 Ct CAv2.DOCX PB-24-013 Application Documents.pdf PB-24-013 Traffic Study.pdf Boundary & Topographic Survey.pdf PB-24-013 Architectural Plans.pdf PB-24-013_Civil_Plans.pdf PB-24-013 Landscape Plans.pdf MH ad.pdf 1 CITY OF SOUTH MIAMI OFFICE OF THE CITY MANAGER INTER-OFFICE MEMORANDUM TO:The Honorable Mayor, Vice Mayor, and Members of the City Commission FROM: Genaro “Chip” Iglesias, City Manager DATE:July 18, 2024 SUBJECT:A Resolution regarding a special exception application pursuant to section 20-8.9 of the City of South Miami land development code, for a large-scale development project for a skilled nursing facility located at 7040 SW 61st avenue and 7109 SW 61st court ______________________________________________________________________________ RECOMMENDATION: Approval of the Special Exception for a Large-Scale Development with thefollowing conditions: General Conditions 1.The proposed development will be substantially built in accordance with the documents submitted and identified in the list of Attachments shown below. 2.All documents submitted with this application are to be made a part of the record. 3.All off-site improvements required under any approvals shall be completed prior to the first Certificate of Occupancy unless such deadline is extended bythe City Manager. 4.Any improvements in the Public Right-of-Way shall be approved by the City of South Miami. 5.Allimpact fees shall bepaid bythe Applicant prior to issuance of the buildingpermit. 6.The Applicant shall provide a letter acknowledging compliance with the applicable Level of Services requirements prior to the issuance of final permit to the property. If any concurrency approvals expire a re-review shall be required by the appropriate agency. 7.Any changes that increase densities, intensities or population shall require a new Concurrency Analysis. 8.Flood elevations shall be reviewed and approved for consistency with FEMA requirements and the City's National Flood Insurance Program Ordinance prior to building permit approval. 9.The Applicant shall comply with applicable conditions and requirements by Miami-Dade County Public Works Department, Fire Rescue Department, Department of Regulatory and Economics Resources - DERM (DRER), and Miami-Dade County Water and Sewer Department, if any. 10.Plans shall be submitted for review and approved by the Design Review Board (DRB) prior to the issuance of building permits. 11.The plansshall comply with theGreen Buildingrequirements of Section 20-8.13(A). 2 SoutOOiami THE CIT Y OF PLEASANT LI V ING 12.A restrictive covenant for the perpetual maintenance for the public plaza on SW 61st Court shall be recorded with Miami Dade County in a form approved by the City Attorney pursuant to Section 20-8.9(l)(1), LDC. 13.A Unity of Title shall be recorded with Miami Dade County in a form approved by the City Attorney. Construction Conditions 14.A Construction and Maintenance of Traffic (MOT)Plan shall be provided by the Applicant to the Building and Public Works Departments for approval prior to start of construction. Access points by construction vehicles shall be provided within the MOT. 15.The Applicant shall provide for the reconstruction of the adjoining roadways, sidewalks and drainage to their conditions prior to construction, or better, and to provide a performance bond equal to 100% of the total cost of reconstruction, or such other amount as determined appropriate by the City Manager. 16.The Applicant shall provide a Construction Air Quality Management Plan to the Department prior to the start of construction. 17.A Construction, Demolition and Materials Management Plan (CDMMP) must be submitted by the Applicant at time of building permit. 18.Hours of construction shall follow the regulations listed in Section 7-16(G) of the City Code of Ordinances. LandscapingConditions: 19.The Applicant shall meet all the minimum requirements of the City Code,Chapters 18 and 24 of the Miami-Dade County Code and specifically comply with all conditions imposed by Miami-Dade County Department of Regulatory and Economic Resources -DERM (DRER),if any. 20.The property shall be landscaped in substantial accordance with the landscape plan included in the application package. 21.Pursuant to Sec. 20-4.5,as may be amended,the Applicant shall preserve existing trees (including native trees) during the development of the project, wherever possible.If the trees must be removed, the Applicant shall be required to submit a tree removal permit and mitigate the impact in accordance with City requirements.If any relocated trees do not survive, mitigation must be provided per the LDC requirements. Environmental Conditions: 22.The Applicant shall meet the requirements of the Miami-Dade County Water-Use Efficiency Standards Manual, effective January 2009, as may be amended from time to time. 23.All storm water drainage systems shall be maintained in working order at all times in order to avoid localized flooding during and after a storm. 3 Architecture Conditions: 24.Substantial compliance with the approved plans including design, materials, and color palette. BACKGROUND: On December 7, 2021, the City Commission approved the previously proposed 180-bed skilled nursing facility with seven floors and one level of below grade parking via Resolution #153-21-15753. While preparing the construction plan details, the project was revised to address site conditions and project costs. The revisions resulted in modifications that are substantial in nature and require Board and Commission approvals. The Applicant now proposes a six-story building that will consist of a 180-bed skilled nursing facility and supporting (non-leasable) office space, 1,310 square feet of retail space, 114 parking spaces and 18 bicycle spaces. The Applicant is seeking two (2) additional floors per the following criteria in Section 20- 8.10 of the City Code: 1. Developing full frontage with street design as part of the pedestrian walkway system; and 2. Including a “cross-thru” from adjoining street to a public open space as part of the public pedestrian walkway system, on owner’s property. Previously Approved Currently Proposed Density 180 beds 180 beds Lot Coverage 31,039 sq. ft.32,700 sq. ft. Open Space 4,191 sq. ft.2,530 sq. ft. Building Height 7 stories + 1 basement 6 stories Parking 239 required 106 provided 95 required 114 provided Bonus Allocation 3 additional bonus floors 2 additional bonus floors The application package,including the plans prepared by Architect Javier Font of Behar and Font is attached. REQUEST: 7040 Sunset Asset, LLC (Applicant) is seeking approval of one request: 1.Special Exception for a large-scale development consisting of a skilled nursing facility on a 0.8-acre property located at 7040 SW 61st Street and 7109 SW 61st Court. LEGAL DESCRIPTION: FOLIOS: 09-4025-027-0090 and 09-4025-027-0130 Parcel 1:Lots 8, 9 and 10, Block 2, of "Rosswood Subdivision”, according to the plat thereof, as recorded in Plat Book 13, Page 62, of the Public Records of Miami-Dade County, Florida. And 4 Lots 4, 5 and 6, Block 2, of “Larkin Center”, according to the plat thereof, as recorded in Plat Book 27, Page 67, of the Public Records of Miami-Dade County, Florida. Parcel 2: Lot 7, Block 2, of “Larkin Center”, according to the plat thereof, as recorded in Plat Book 27, Page 67, of the Public Records of Miami-Dade County, Florida. PROPERTY INFORMATION The property is located between SW 61 st Avenue and SW 61 st Court at SW 71 Street. The total square footage of the combined parcels is 35,230 sq. ft. (0.800 acres) per survey dated 10/16/2020. Location Map Both parcels are designated TODD on the City’s Future Land Use Map but will be renamed as Transit- Supportive Land Use.The parcels will be shown as Transit-Supportive Development District Mixed-Use 5 (TSDD (MU-5)) on the City’s revised Zoning Map. Ordinance 09-24-2499 adopted March 19, 2024, renamed the former Transit-Oriented Development Districts to TSDD. 5 Legend South Miami Skilled Nursing Center Folio 09-4025-027-0090 & 09-4025 -011-0130 May 23'~, 2024 NottoSCale Future Land Use and Zoning Maps ANALYSIS OF SPECIAL EXCEPTION FOR A LARGE-SCALE DEVELOPMENT: All new development must comply with the specific regulations of the applicable zoning district. In addition, TSDD-zoned properties that exceed 40,000 square feet in size or any TSDD development that is in excess of four stories must seek a Special Exception approval for a Large- Scale Development, which is reviewed by the Planning Board and approved by the City Commission (LDC Sec. 20-8.9). Given the size and scope of the project, it must meet the general TSDD requirements (Article VIII of the LDC), those for a Large-Scale Development, and other LDC regulations as described below. A.General TSDD Requirements: 1.Permitted Uses:Skilled nursing facilities are not specifically identified as a permitted use in the LDC. However, convalescent homes are permitted in the TSDD (MU-5) district pursuant to Sec. 20-3.3(D). On July 7, 2021, the City Commission adopted Resolution No. 075-21-15695 which confirmed that skilled nursing facilities are similar in nature to convalescent home and will be permitted in the same zoning districts as convalescent homes. The City Commission then adopted Ordinance #09-22-2430 on April 22, 2022, which officially added the “Nursing Home/Skilled Nursing Facility” use to the LDC as a permitted use in the TSDD (MU-5) zoning district. Office and retail uses that fall within the "Business and Professional Services" and "Retail and Wholesale Trade" categories of Sec. 20-3.3(D) are also allowed in the TSDD (MU-5). Staff Response:Theproposed permittedusescomply. 2.Permitted Building Heights: two-story minimum, four-story maximum; up to eight stories with bonus per LDC Sec. 20-8.10(A). The maximum height allowed is 100 feet. 20-8.10Bonus allocations. (A)TSDD MU-5. 6 Legend t District (TS DD-M US) Tran sit-Sup portive Develo pmen {Form erly TODD-MU S) May23"',2024 Notto Scale Action Bonus For every one floor of residential use One additional floor of residential use provided the applicable parking requirement is met per Section 20-8.8 For providing a public plaza-Minimum five thousand (5,000) square feet of contiguous area functionally and visually connected to pedestrian walkway system,including seating, lighting,and art work in a plaza setting One additional floor For developing the full frontage of the property with streetscape design connected to and usable as part of the public pedestrian walkway system including pedestrian amenities. The maximum change in level between any portion of a sidewalk shall be one-half(½) inch,and must be beveled, with a slope no greater than 1V:2H (2:1). One additional floor For developing "cross-thru's" from an adjoining street to a public open space as part of the public pedestrian walk system, on owner's property (maintenance required in Section 20-8.15) One additional floor Staff Response: The Applicant seeks approval for six stories on a building with a maximum height of 86 feet. The Actions included in the project that make it eligible for six stories include: 1.Develop the full frontage of the property with streetscape design;and 2.Develop "cross thru" from and adjoining street to a public open space as part of the public pedestrian walk system,on owner's property (maintenance required in Section 20-8.15). The development proposal includes arcades on both the SW 61 st Avenue and SW 61st Court frontages of the building with additional streetscape. Additionally, the development provides for a paseo or “cross-thru” connecting both frontages and including a covered plaza to the west. 3.Minimum Floor Area for Residential Units: Staff Response: This requirement is not applicable as the proposed use is not considered residential. 4.Density: As many units as can be provided with parking as required by Sec. 20-8.8.A minimum density of fifty (50) units per net acre shall be provided. Staff Response:This requirement is not applicable as the proposed use is considered non- residential. 5.Location of Residential Units: Allowed on all floors. 7 Staff Response:This requirement is not applicable as the proposed use is considered non-residential. 6.Affordable Housing:At least ten percent (10%)of the new dwellings. Staff Response: This requirement is not applicable as the proposed use is considered non-residentiaI. 7.Location of Commercial Uses:Allowed on all floors. Staff Response:The project complies. 8.Required Parking by Use: The proposed project is providing 114 spaces, where 95 would be required. Staff Response:The project complies. 9.Required Bicycle Parking: The bicycle parking standard is based on the number of square feet for commercial uses and number of parking spaces for skilled nursing facility uses. Staff Response:The proposed project is providing 18 spaces, where 9 would be required. 10.Sec. 20-8.17 Regulating plan -Graphic:TSDD developments must adhere to the provisions of Sec. 20-8.17 in terms of the building's placement on the property, setbacks, stepbacks, and open space. Staff Response:The project complies with Sec. 20-8.17. B.Special Exception for a Large-Scale Development: Section 20-8.9 of the LDC provides the following general requirements for a Large-Scale Development (LSD): (1)All such uses shall comply with all requirements established in the appropriate zoning district, unless additional or more restrictive requirements are set forth below or by the City Commission. (2)All such uses must be of a compatible and complementary nature with any existing or planned surrounding uses. (3)The City Commission shall determine the overall compatibility of the development with the existing or planned surrounding uses. Staff Response:The project complies.The uses comply with the TSDD (MU-5) district and are compatible with the surrounding uses. Properties in the vicinity have the same designations on the Future Land Use and Zoning maps, and further development of this nature is anticipated. Section 20-8.9(D)(a) further provides that the City Commission must find that the development also:(1)will not adversely affect the health or safety of persons residing or working in the vicinity of the proposed use; (2) will not be detrimental to the public welfare, property or improvements in the neighborhood; and (3) complies with all other applicable Code provisions. 8 Staff Response:Staff believes that the project meets standards (1)and (2).Compliance with standard (3) is described below,in Other Land Development Code Regulations. Pursuant to Sec. 20-8.9(1), the Commission has the discretion to condition the granting of a Special Exception on an agreement with the Applicant which includes all the conditions of approval ("Development Agreement'). A separate agreement or covenant that provides for maintenance of common elements and any other condition specified as a prerequisite to approval of the Special Exception shall also be signed by the owner. Staff Response: Staff recommends that a Declaration of Restrictive Covenants be executed as well as a maintenance covenant for the cross-thru. After this review, staff believes that the application as proposed is consistent with Article VIII, Sections 20-8.1 through 20-8.17, and complies with the general requirements of Special Exceptions (Section 20-8.9) of the Land Development Code. C.Other Land Development Code Requirements LandscapePlan: Sections 20-4.5 and 20-4.5.1 detail the requirements for landscape plans and tree removals. In general,the plans,as evidenced by the tables on Sheet L-1 indicate compliance with the code. Concurrency (Capacity)Analysis: An analysis of public facilities and services is required when a development permit is issued (LDC Sec.20-4.1(A)).The analysis ensures that the additional demand for services generated by a new development can be provided with the appropriate level of public services. TrafficStudy: As part of the application package,a Traffic Impact Analysis was prepared by Richard Garcia and Associates,Inc.(dated March 15, 2024,and updated April 4, 2024).Salman Rathore of Calvin Giordano and Associates reviewed it on behalf of the City and found it to be sufficient. Previous Action On June 11, 2024, the Planning Board (PB) held a Public Hearing on the item and voted 6 to 0 to recommend approval of the request, subject to the Conditions of Approval recommended by Staff. Attachments: 1)DraftResolution approving aSpecial Exception for a Large-Scale Development 2)Application for Special Exception dated December 15, 2023 3)Letter of Intent for Special Exception, dated May 6, 2024 4)Warranty Deed, dated December 16, 2021 5)Resolution #153-21-15753 6)Concurrency Analysis, dated June 11, 2024 7)Mailing Label Affidavit with Location Map, dated December 16, 2023 8)Abutting Mailing Label Affidavit with Location Map –Abutting Properties, dated December 16, 2023 9)Applicant's Neighborhood Awareness Notification Letter and Affidavit, dated January 24, 2024 10)City Notice of Public Hearing 11)Traffic Impact Study (prepared by Richard Garcia, March 15, 2024,and updated April 4, 2024) 12)The Boundary Survey, prepared by Pulice Land Surveyors, Inc, signed and sealed by John Pulice on 10/27/2020, consisting of one (1) sheet. 9 13)South Miami Skilled Nursing Facility Planning Board Submittal Set of Plans which consist of thirty-five (35) sheets: -The Cover Sheet, entitled “South Miami Skilled Nursing Facility”, prepared by Behar Font Partners, P.A., dated 04/23/2024, consisting of one (1) sheet. -The Architectural Plans entitled “South Miami Skilled Nursing Facility”, prepared by Behar Font Partners, P.A., dated 07/13/2023 and 04/23/2024, not signed and sealed, consisting of twenty-two (22) sheets. -The Civil Plans, entitled “South Miami Skilled Nursing Facility”, prepared by Behar Font Partners, P.A., signed and sealed by Jorge Rodolfo Avino on 05/03/2024, consisting of five (5) sheets. -The Water and Sewer Plans, entitled “South Miami Skilled Nursing Facility”, prepared by Behar Font Partners, P.A., signed and sealed by Jorge Rodolfo Avino on 05/03/2024, consisting of two (2) sheets. -The Landscape Plans entitled “South Miami Skilled Nursing Facility”, prepared by Behar Font Partners, P.A., dated 07/13/2023 and 05/03/2024, not signed and sealed, consisting of four (4) sheets. The plans are on file, and may be examined, in the Development Services Department. All plans are subject to revisions based on comments provided by Staff and the Planning Board of the City of South Miami. 10 16-------SoutOOiami City of South Miami Planning & Zoning Department THE CITY OF PLEASANT LIVING City Hall, 6 I 30 Sunset Drive, South Miami, Florida 33 I 43 Telephone: (305) 663-6326 Application for Public HearinK before PlanninK Board & City Commission Address of Subject Property: Lot(s) __ Block --Subdivision PB -7040 SW 61 Avenue and 7109 SW 61 Court --See attached legal description Meets & Bounds: Applicant: 7040 Asset LLC / Mauricio Bello Phone: 786-294 7027 Representative: Ines Marrero-Priegues Organization: Holland & Knight LLP Address: 701 Brickell Avenue, Miami 33131 Phone: 305-789-7776 ines.marrero@hklaw.com Property Owner: 7040 Asset LLC Signature: Mailing Address: c/o Ines Marrero-Priegues Phone: 305-789-7776 Architect/Engineer: Phone: 305-7 40-5442 Behar Font Partners AS THE APPLICANT, PLEASE INDICATE YOUR RELATtONSHIP TO THIS PROJECT: X)t)wner _Owner's Representative _Contract to purchase _Option to purchase _Tenant/Lessee APPLICATION IS HEREBY MADE FOR THE FOLLOWING: PLEASE CHECK THE APPROPRIATE ITEM: -Text Amendment to LDC _Variance _ Zoning Map Amendment _Special Use _ PUD Approval jSSpecial Exception _ PUD Major Change _Abandonment of ROW _ Other (Waiver of Plat) Briefly explain application and cite specific Code sections: Special Exception for Large Scale Development in TODD-MU5 Section: --Subsection: --Page #: __ Amended Date: SUBMITTED MATERIALS PLEASE CHECK ALL THAT APPLY: x_ Letter of intent _ Justifications for change _ Statement of hardship __xProof of ownership or letter from owner _ Power of attorney _ Contract to purchase ____)(Current survey (1 original sealed and signed/1 reduced copy @ 11" x 17") ~ 15 copies of Site Plan and Floor Plans 24 x 36", 1 reduced copy@ 11" x 17" _ Affidavit-Receipts attesting to mail notices sent Petition ~ Mailing labels (3 sets) and map _.x, Required Fee(s) The undersigned has read this mpleted a_pplication and represents that the information and all submitted materials are true and correct t~ the best of the applic s knowledge and belief. ---,----r----+------· __ Ines /vl~rreru-fv, c~i;lff<,, ,.1f:,/o2o.::; ~ Print Name u Date Upon receipt, applications and all submitted materials will be reviewed for compliance with the Land Development Code and other applicable regulations. Applications found not in compliance will be rejected and returned to the applicant. OFFICE USE ONLY: Date Filed. ____ _ Date of PB Hearing ______ Date of Commission _____ _ Petition Required __ _ Petition Accepted ______ _ Method of Pa ment Z:\Forrns\Current Planning Department Forrns\Planning Department Forrns\Planning Board\PB -Public Hearing Application -Revised 3-10-2020.doc 17Holland & Knight 701 Brickell Avenue, Suite 3300 I M1am1, FL 33131 IT 305.374.8500 IF 305.789 7799 Holland & Knight LLP I www.hklaw.com May 6, 2024 Via Electronic Transmission (original via hand delivery) Ms. Suramy Cabrera Development Services Director City of South Miami 6130 Sunset Drive South Miami, Florida 33143 Mr. Alex A. David, AICP Calvin Giordano & Associates 2103 Coral Way, Suite 810 Miami, FL 33145 Re: 7040 Sunset Asset, LLC /First Amended Letter of Intent for Special Exception Application (the "Application")/ 7109 SW 61 Court and 7040 SW 61 Avenue Dear Ms. Cabrera and Mr. David: The undersigned represents 7040 Sunset Asset, LLC (the "Applicant") in connection with a request for special exception approval for large scale development of a skilled nursing facility of more than four stories and in excess of 40,000 square feet pursuant to Section 20-8.9 of the City Land Development Regulations (the "Code") on the property consisting of± 0.8 acres of land located at 7109 SW 61 Court and 7040 SW 61 Avenue in South Miami, Florida (the "City") and identified by folio numbers 09-4025-027-0090 and 09-4025-011-0130 (the "Property"; legally described in Exhibit "A"). On December 12, 2023, the Applicant submitted the above referenced application. We have received the project review comments and hereby submit a First Amended Letter of Intent for Special Exception. Included with this letter are revised plans as well as responses to the comments from the planning, landscape, civil and traffic review. 18The Property is located within the TSDD (MU-5)1 District. The Applicant is requesting special exception approval to allow for the development of a 6-Story, skilled nursing facility with 180 beds. The facility will be regulated by State of Florida Agency for Health Care Administration ("AHCA"). The skilled nursing facility will further be regulated pursuant to a Certificate of Need ("CON") as issued by AHCA. 2021 City of South Miami Approval On December 7, 2021, the South Miami City Commission approved a Special Exception for Large Scale Development for a 180 bed skilled nursing facility for an entity related to this applicant (Waterstone Capital Operations, LLC) at this location. That project was pending review of by the ERPB and approval of a Development Agreement. The Applicant/Owner had requested an extension of time of these time lines under the State of Florida Declaration of Emergencies. In the course of preparing the construction plan details, the project had to be revised to address site conditions and project costs. The revisions resulted in a modifications of the facility, as described below, which have been determined to be considerable and not approvable administratively as a minor modification of the project. Revised Skilled Nursing Building The skilled nursing building will consists of six ( 6) floors. Maximum height for buildings in the TSDD MU-5 District is four (4) stories by right, and up to eight (8) stories with the use of bonuses. The Applicant is seeking two (2) additional bonus floors per the criteria in Section 20-8.10 of the Code based on (1) developing full frontage with street design as part of the pedestrian walkway system; and (2) the inclusion of a "cross-thru"' from an adjoining street to a public open space as part of the public pedestrian walk system, on owner's property. Additional information regarding the development is included in the site plan package included as part of the submittal. As comparison, the previously approved project consisted of seven (7) floors and one level of below grade parking. The previously approved project included a companion parking variance application. Since that approval, the Land Development Code was amended to clarify that skilled nursing facility is a permitted use in the TSDD-MU5 District, and to also establish the parking requirements for this type of use. This amendment had a significant impact on the project. Under the new parking regulations, the facility meets the off-street parking requirements of the LDC. A parking variance is not necessary. This is another reason for the modification of the previously approved project. The redesigned building has been modified to remove one level of below-grade parking. Another modification of the project is the redesign of the upper levels of the building. The massing of the bed tower has been modified to provide two separate towers and terraces at the 3rd level. The new layout also allows all rooms to have windows and natural light. The building includes 1,310 sf of retail uses along the SW 61 st A venue frontage, which is the principal frontage for pedestrians walking from the Metro Station. The building includes a 1 City Ordinance recently renamed the former TODD (Transit Oriented Development Districts) to TSDD (Transit Supportive Development Districts). The development criteria remains unchanged. 2 19full arcade that provides pedestrian connectivity between 61 A venue and 61 Court. The Paseo constitutes a landscaped cross-through within the Applicant's private property. It provides a pedestrian connection mid-block with a sheltered walkway and open public space eon SW 61 Court. The public, including staff and visitors of the neighboring medical facilities will be able to connect on foot to the Metro Station through the safe passage way of the facility. Compliance with Section 20-8.9 of the Code Pursuant to Section 20-8.9 of the Code, special exceptions involving large-scale development projects must meet certain criteria. The following analysis supports such criteria: 1. All such uses shall comply with all requirements established in the appropriate zoning use district, unless additional or more restrictive requirements are set forth below or by the City Commission. The proposed development will comply with all requirements established under the TSDD (MU-5) category in the Code. 2. All such uses must be of a compatible and complementary nature with any existing or planned surrounding uses. The Property is located between SW 61 Court and SW 61 Avenue within the TSDD (MU-S) District. The purpose of the TSDD-MU-5 District is to maximize and support the presence of a mass transit center located within walking distance of the boundaries of the district. The TSDD districts are intended to provide for the development of office, retail, residential uses and related services in multi-story and mixed-use project and that characteristic of transit oriented developments. The skilled nursing facility is compatible with surrounding medical uses in the area. Proximity to mass transit makes the facility accessible to administrative and nursing staff as well as visiting family members of facility patients. 3. The proposed development will not adversely affect the health or safety of persons residing or working in the vicinity of the proposed use. The special exception request will allow the development of a well-designed skilled nursing facility project that will support the City's tax base, provide additional healthcare for the community, and will not adversely impact the surrounding neighborhood. As stated above, the Property's is surrounding by medical uses in the area and is located near the South Miami Metrorail station, which will actively promote and incentivize administrative and nursing staff as well as visiting family members of facility patients to walk or use multimodal transportation to access the Property. 4. The proposed development will not be detrimental to the public welfare, property or improvements in the neighborhood Approval of the special exception request will promote the public welfare by improving the overall wellbeing of the surrounding community that utilizes the skilled nursing facility and encouraging developments that promote these characteristics. The skilled nursing facility is a much needed medical use that complements the surrounding medical uses and supports the aging 3 20population of the community. Furthermore, the proposed project supports the City's tax base and will not adversely impact the surrounding neighborhood. 5. The proposed development complies with all other applicable Code provisions. The proposed the development complies with all other applicable Code provisions. Based on the foregoing, we respectfully request your favorable review and recommendation of approval of this request. Thank you in advance for your considerate attention to this matter. Please let me know if you have any questions or require additional information. Sincerely, HOLLAND & KNIGHT LLP Ines Marrero-Priegues 4 21Exhibit "A" Property Legal Description LEGAL DESCRIPTION: PARCEL 1: LOTS 8, 9 AND 10, BLOCK 2, OF "ROSSWOOD SUBDIVISION", ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 13, PAGE 62, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. AND LOTS 4, 5 AND 6, BLOCK 2, OF "LARKIN CENTER", ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 27, PAGE 67, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. PARCEL 2: LOT 7, BLOCK 2, OF "LARKIN CENTER", ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 27, PAGE 67, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. 5 22PREPARED BY: JANA. YELEN YELEN YELEN & SIMON, P.A. 1104 Ponce de Leon Boulevard Coral Gables, Florida 33134 RETURN TO: DENISE L. BEN-DAVID, ESQ. W ASERTEIN & NUNEZ PLLC 1124 Kane Concourse Bay Harbor, Florida 33154 Property Appraisers Parcel Identification Number: 09-4025-011-0130 09-4025-027-0090 CFN: 20210967851 BOOK 32925 PAGE 3849 DATE:12/28/2021 12:16:39 PM DEED DOC 46,800.00 SURTAX 35,100.00 HARVEY RUVIN, CLERK OF COURT. MIA-DADE CTY ______________ (Space Above This Line for Remrding (Data), _______________ _ THIS W ARRANfY DEED made the ~&ay of December 2021 by Y and Y S.MIAMI, LLC, a Florida limited liability company, whose post office address 890 Alfonso Avenue, Coral Gables, Florida 33146, hereinafter called the grantor, to 7040 SUNSET ASSET LLC, a Delaware limited liability company, whose post office address is 1124 Kane Concourse, Bay Harbor Islands, Florida 33154, 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 corporations) WllNESSETH: That the grantor, for and in consideration of the sum of TEN DOLLARS ($10.00) and other valuable considerations, receipt whereof is hereby acknowledged, hereby grants, bargains, sells, aliens, remises, conveys and confirms unto the grantee, all that certain land situate in Miami-Dade County, F1orida, to wit: Parcel 1: Lots 8, 9 and 10, Block 2, Rosswood Subdivision, according to the Plat thereof, recorded in Plat Book 13, Page 62, Public records of Miami-Dade County, Florida. AND Lots 4, 5, and 6, Block 2, of Larkin Center, according to the Plat thereof, recorded in Plat Book 27, Page 67, Public records of Miami-Dade County, Florida. Parcel 2: Lot 7, Block 2, of Larkin Center, according to the Plat thereof, recorded in Plat Book 27, Page 67, Public records of Miami-Dade County, Florida. Subject to taxes for 2022 and all subsequent years. Subject to easements, restrictions, limitations and reservations of record. This shall not serve to reimpose any restrictions, etc. previously abandoned or terminated. TOGETHER with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. TO HA VE 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. 23Property Appraisers Parcel ldentification Number: 09-4025-011-0130 09-4025-027-0090 CFN. 20210967851 BOOK 32925 PAGE 3850 IN WITNESS WHEREOF, the said grantor has signed and sealed these presents the day and year first above written. Signed, sealed and delivered in the presence of: Y and Y S.MIAMI,l _ LC, a Florida limited liability company 1 ·". f I I J I f ...._,__ r Witne s'"signature Qc, v a I l>f -J-}" t vdCinC Pr' tName Witness Signature ';,.---+ . I (cdl ,i ~J ,1 1--C.. i I Print Name STATE OF FLORIDA COUNIY OF MIAMI-DADE The foregoing instrument was acknowledged before me by means of 41~~hysical presence or □ online notarization, this Jh::t: day of December 2021 by GHASSAN HADDAD, as Manager of Y and Y S.MIAMI, LLC, a Florida limited liability company, whg _ _J§._~rsomilly known __ to me or who has produced _________________ as identification. JANELLY AVENDANO Commission # GG 2029 35 Expire;; Af,ril 15, 2(122 /_,,,-....,___~ I /~ \. ••• ,._,.Si;:a;? ~ Notary Public -State of Florida --~--.J c;i \ Name type , p inted or stamped My Commission Expires: -V)p;---;} 24 RESOLUTION NO. 153-21-15753 A Resolution pursuant to Section 20-8.9 and other provisions of the City of South Miami Land Development Code approving a Special Exception for a large-scale development on a 0.8-acre property identified as folio numbers 09-4025-011- 0130 and 09-4025-027-0090 generally located between SW 61st Avenue and SW 61st Court and as legally described herein. WHEREAS, the applicant, Waterstone Capitol Operations, LLC, submitted an application (number PB-21-016) requesting a Special Exception approval for a Large-Scale Development for a mixed-use building located at 7040 SW 61 st Avenue and 7109 SW 6l51 Court and as legally described in Exhibit A (attached); and WHEREAS, the applicant has submitted a concurrent request for a Variance to reduce the number of required parking spaces; and WHEREAS, the site consists of 35,230 square feet and the proposed development will contain seven (7) stories and consist of a 180-bed skilled nursing facility and 1,735 square feet of retail space; and WHEREAS, pursuant to LDC Section 20-8.9 Special exceptions, any site that is in excess of 40,000 square feet or any development in excess of four (4) stories, shall be designated as a Large Scale Development and reviewed by the Planning Board and shall require approval by the City Commission; and WHEREAS, at its November 9, 2021, meeting, the Planning Board held a public hearing on the application, considered each of the requirements and conditions for Large Scale Development listed in Section 20-8.9 of the LDC, and voted unanimously to recommend approval of the requested Special Exception; and WHEREAS, the Mayor and City Commission of the City of South Miami, having considered each of the Special Exception requirements and conditions and having found that those conditions have been met, desire to approve the application for the Special Exception. NOW, THEREFORE, BE IT RESOLVED BY THE MAYOR AND CITY COMMISSION OF THE CITY OF SOUTH MIAMI, FLORIDA: Section 1: The recitals set forth in this resolution are true and they are supported by competent substantial evidence and they are incorporated into this resolution by reference as if set forth in full herein. Page 1 of 5 25 Res. No. 153-21-15753 Section 2. The application (number PB-21-016) submitted by Waterstone Capitol Operations, LLC, requesting a Special Exception for a Large-Scale Development for a mixed-use building consisting of a 180-bed skilled nursing facility, 1,735 square feet of retail space and 239 parking spaces within the TOOD (MU-5) zoning district located at 7040 SW 61 st Avenue and 7109 SW 61 st Court, South Miami, Florida, is hereby approved with the following conditions: General Conditions 1. The proposed development will be substantially built-in accordance with the documents submitted as the application package and identified in the list of Attachments shown below. 2. All documents submitted with this application are to be made a part of the record. 3. All off-site improvements required under any approvals shall be completed prior to the first Certificate of Occupancy unless such deadline is extended by the City Manager. 4. Any improvements in the Public Right-of-Way shall be approved by the City of South Miami. 5. All impact fees shall be paid by the Applicant prior to issuance of the building permit. 6. The Applicant shall provide a letter acknowledging compliance with the applicable Level of Services requirements prior to the issuance of final permit to the property. If any concurrency approvals expire a re-review shall be required by the appropriate agency. 7. Any changes that increase densities, intensities or population shall require a new Concurrency Analysis. 8. Applicant shall submit verification from Miami-Dade County that the proposed new development has been reviewed and approved for all access management considerations. 9. Flood elevations shall be reviewed and approved for consistency with FEMA requirements and the City's National Flood Insurance Program Ordinance prior to building permit approval. 10. The Applicant shall comply with applicable conditions and requirements by Miami-Dade County Public Works Department, Fire Rescue Department, Department of Regulatory and Economics Resources -DERM (DRER), and Miami-Dade County Water and Sewer Department, if any. 11. The Applicant shall execute and record in the public records of Miami-Dade County, a Development Agreement, and a Maintenance Covenant, in a form approved by the City Manager, City Commission and City Attorney, which complies with the requirements of Land Development Code Section 20-8.9, and which contains all commitments made and conditions imposed as part of the approval of the Applications. The development agreement shall be enforceable for 10 years from the date of substantial completion as defined in Section 20-8.9. 12. Applicant shall comply with all requirements set forth in Section 20-8.9 in addition to those set forth in this Resolution unless there is a conflict, in which event Section 20-8.9 shall take precedence. 13. Plans shall be submitted for review and approved by the Environmental Review and Preservation Board prior to the issuance of building permits. 14. The plans shall comply with the Green Building requirements of Section 20-8.13(A). Page 2 of 5 26 Res. No. 153-21-15753 15. A restrictive covenant for the perpetual maintenance for the public plaza on SW 61 st Court shall be recorded with Miami Dade County in a form approved by the City Attorney pursuant to Section 20-8.15(A). 16. A Unity of Title shall be recorded with Miami Dade County in a form approved by the City Attorney. Construction Conditions 17. A Construction and Maintenance of Traffic (MOT) Plan shall be provided by the Applicant to the Building and Public Works Departments for approval prior to start of construction. Access points by construction vehicles shall be provided within the MOT. 18. The Applicant shall provide for the reconstruction of the adjoining roadways, sidewalks, and drainage to their conditions prior to construction, or better, and to provide a performance bond equal to 100% of the total cost of reconstruction, or such other amount as determined appropriate by the City Manager. 19. The Applicant shall provide a Construction Air Quality Management Plan to the Department prior to the start of construction. 20. A Construction, Demolition and Materials Management Plan (CDMMP) must be submitted by the Applicant at time of building permit. 21. Construction shall only take place Monday through Friday during the hours of 8:00 a.m. and 5:00 p.m. Landscaping Conditions: 22. The Applicant shall meet all of the minimum requirements of the City Code, Chapters 18 and 24 of the Miami-Dade County Code and specifically comply with all conditions imposed by Miami-Dade County Department of Regulatory and Economic Resources - DERM (DRER), if any. 23. The property shall be landscaped in substantial accordance with the landscape plan included in the application package and approved by the Environmental Review and Preservation Board. 24. Pursuant to Sec. 20-4.5, as may be amended, the Applicant shall preserve existing trees (including native trees) during the development of the project, wherever possible. If the trees must be removed, the Applicant must submit a tree removal permit, unless the tree is exempt from permitting, and mitigate the impact in accordance with City requirements. If any relocated trees do not survive, mitigation must be provided per the LDC requirements. Environmental Conditions: Page 3 of 5 27 Res. No. 1 53-21-15753 25. The Applicant shall meet the requirements of the Miami-Dade County Water-Use Efficiency Standards Manual, effective January 2009, as may be amended from time to t ime. 26. All storm water drainage systems shall be maintained in working order at all times in order to avoid localized flooding during and after a storm. Parking shall be prohibited on top of any drainage i nlet or drainage manhole. Architecture Conditions: 27. Substantial compliance with the approved pla ns incl uding design, materials, and color palette. Section 3. The approval of the requested Special Exception includes, as an Exhibit to the Application, the architectural plans signe d and sea led by Robert Behar, dated October 29, 2021, for the proposed mixed-use building located at 7040 SW 6!51 Avenue which is incorporated herein by reference. Section 4. Corrections. Conforming language or technical scrivener-type corrections may be made by the City Attorney for any conforming amendments to be incorporated into the final resolution for signature. Section S. Severability. If any section clause, sentence, or phrase of this resolution is for any rea son held inva li d or unconstitutional by a court of competent jurisdiction, the holding will not affect the validity of the remaining portions of this re solut ion. Section 6. Effective Date. Thi s resolution will become effective immediately upon adoption by vote of the City Commission. PASSED AND ADOPTED this 7 th day of December, 2021. ATTEST: APPROVED: l)\l cJlJ CITY Cll.ERK~ COMMISSION VOTE: 5-0 Mayor Philips: Yea Commissioner Harris: Yea Commissioner Gil: Yea Commissioner Corey: Yea Commissioner Liebman: Yea Page 4 of 5 28 Res. No. 153-21-15753 Parcel 1: EXHIBIT A Property Legal Description Lots 8, 9, and 10, Block 2, of "Rosswood Subdivision", according to the plat thereof, as recorded in Plat Book 13, Page 62, of the public records of Miami-Dade County, Florida. And Lots 4, 5 and 6, Block 2, of "Larkin Center", according to the plat thereof, as recorded in Plat Book 27, page 67, of the public records of Miami-Dade County, Florida. Parcel 2: Lot 7, Block 2, of "Larkin Center", according to the plat thereof, as recorded in Plat Book 27, Page 67, of the public records of Miami-Dade County, Florida. Page 5 of 5 297040 Sunset Asset, LLC CITY OF SOUTH MIAMI -CONCURRENCY ANALYSIS DATE OF REVIEW: PROJECT APPLICANT: PROPERTY: FOLIO: REQUEST: June 11, 2024 7040 Sunset Asset, LLC 7040 SW 6l5t Avenue and 7109 SW 6l5t Court 09-4025-011-0130 and 09-4025-027-0090 Demolition of existing commercial building and construction of a mixed-use building (Skilled Nursing Facility and Retail). FROM: 4,764 sq. ft. commercial building TO: 180-bed skilled nursing facility and 1,310 sq. ft. of retail space (total size of 177,432.4 gross sq. ft.) Change in Number Units: 0 Change in Non-Residential Square Footage: 177,432.4-4,764 = +172,668.4 sq. ft. Change in Population (2.46 persons per household): 0 The subject property is currently designated Transit Supportive Development Department (TSDD) on the Future Land Use Map and has a zoning designation of TSDD Mixed-Use 5 (TSDD (MU-5)). The impacts of build-out, based on the proposed submittal, on the City's ability to meet its adopted Level of Service standards are summarized below. As can be seen, the City will continue to meet its Level of Service standards. Level of Service Analysis This analysis is based on those standards contained in the City's adopted Comprehensive Plan. Transportation: Transportation Policy 1.1.1 The City of South Miami, in its entirety, is located within the Miami-Dade County's Urban Infill 30Area, which is designated as a Transportation Concurrency Exception Area. MDC controls the roadway design and traffic patterns including signage and direction of all roads within the City. To a great extent, the City is not in control of its ability to manage the Level of Service. The City's Level of Service standards for roadways is "F". Sources: Traffic Impact Study prepared by Richard Garcia (March 15, 2024 and updated April 24, 2024) Potable Water: Residential LOS Standard -Not applicable Non-residential LOS Standard -No Standard Estimated consumption impact -Not applicable Sources: City of South Miami 2020 Water Supply Plan Sanitary Sewer: South Miami Comprehensive Plan, Infrastructure Element INF Policy 1.1.4 Sanitary sewer level-of-service for sewered areas shall be as follows: the project flow plus the maximum day flow (the average of the five highest daily flows) of the preceding calendar year shall not exceed 98 percent of the county treatment system's rated capacity. Otherwise, septic tanks shall be the level-of-service. Drainage: South Miami Comprehensive Plan, Infrastructure Element INF Policy 1.3.2 The City's adopted Level of Service Standard for stormwater drainage shall be protection from the degree of flooding that would result from a flood that has a one-percent chance of being equaled or exceeded in any given year. Solid Waste: INF OBJECTIVE 1.2 Maintain solid waste collection services to residents and businesses within the City at the current level of service measurability. INF Policy 1.2.1 Pursuant to the City's interlocal agreement with Miami-Dade County for use of the County Solid 31Waste Management System, the County shall insure that the System, which includes County-owned solid waste disposal facilities and those operated under contract with the County for disposal, for a minimum of five years, collectively maintain an amount of solid waste disposal capacity sufficient to accommodate waste flows committed to the system through long-term interlocal agreements or contracts with municipalities and haulers, and anticipated non-committed waste flows. Sources: South Miami Comprehensive Plan, Infrastructure Element Parks & Recreation: Not applicable. Schools: Not applicable 32December 16, 2023 City of South Miami Planning & Zoning Department 6130 Sunset Drive South Miami FL 33143 The Zoning Specialists Group, Inc. RE: Property Owners List within 500 feet of: LOCATION: 7109 SW 61 Court and 7040 SW 61 Avenue, South Miami, FL 33143 FOLIOS: 09-4025-011-0130 and 09-4025-027-0090 PREPARED FOR: HOLLAND & KNIGHT LLP ORDER: 231208 HOLLAND & KNIGHT LLP ORDER: 230817 Total number of property owners without repetition: 403 This is to certify that the attached ownership list, map and mailing matrix is a complete and accurate representation of the real estate property and property owners within 500 feet of the subject property listed above. This reflects the most current records on the file in Miami-Dade County Property Appraiser's Office. Sincerely, THE ZONING SPECIALISTS GROUP, INC. ck~ 2 lf<rs Omara R. Lopez For the Firm 7729 NW 146th Street• Miami Lakes, FL 33016 Phone: 305 828-1210 www.thezoningspecialistsgroup.com 1 33 500-FOOT RADIUS MAP OF: -+---------;\ 1 \1----1----1 \ I LOCATION: 7109 SW 61 Court and 7040 SW 61 Avenue, South Miami, FL 33143 - FOLIOS: 09 -4025 -011 -0130 and 09 -4025 -027 -0090 _L.1----.--, PREPARED FOR: HOLLAND & KNIGHT LLP ORDER: 231208 DATE: December 16, 2023 N ·♦· s SCALE: 1"= 150' L - ,00 '" ,., f--- '"' , .. I \ '----,JJ-,w-,o-,"-" __ _,, -:,W tf.2f'V CI ~ '- / /' "" .., -i UNVCRSIT'I' CDtG SI..O NO 2 1, .., - SWl!lilttSl ...... ---"' s .., &TI ""' ,w "'" • "" \ 070 ~ '---- ;) __ ___L--<'W'__L._,~"'-.~,.., swm<>Sl e!\Af r swnNO' __,, _,,,/ /2 4 The Zoning Specialists Group, lnr ~ .......-_.,, /~ 7729 NW 146th Street r---.r---.._,, ------ Miami Lakes FL 33016 v I ----~~~!!!-+lit+-~ "" sw Ph: (305)828-1210 ~ /"''"'"°""""'IC>< 0_, .. , "" www.thezoningspecialistsgroup.com ~ rn l :"'---' ) " ,., .. ) l ~· ~ "' ~ ~ OD ~ " "~~,-, ,w ,_.I-/ ; ,,. 34December 16, 2023 City of South Miami Planning & Zoning Department 6130 Sunset Drive South Miami FL 33143 The Zoning Specialists Group, Inc. RE: Abutting Property Owners List of: LOCATION: 7109 SW 61 Court and 7040 SW 61 Avenue, South Miami, FL 33143 FOLIOS: 09-4025-011-0130 and 09-4025-027-0090 PREPARED FOR: HOLLAND & KNIGHT LLP ORDER: 231208 abutting TOTAL NUMBER OF LABELS WITHOUT REPETITION: 19 This is to certify that the attached ownership list, map and mailing matrix is a complete and accurate representation of the real estate property and property owners abutting the subject property listed above. This reflects the most current records on the file in Miami-Dade County Tax Assessor's Office. Sincerely, THE ZONING SPECIALISTS GROUP, INC. ~~z ~rrs Omara R. Lopez, For the Firm 7729 NW 146th Street• Miami Lakes, FL 33016 Phone: 305 828-1210 www.thezoningspecialistsgroup.com 1 35 ABUTTING PROPERTIES' MAP OF: LOCATION: 7109 SW 61 Court and 7040 SW 61 Avenue, South Miami, FL 33143 FOLIOS: 09-4025-011-0130 and 09-4025-027-0090 PREPARED FOR: HOLLAND & KNIGHT LLP ORDER: 231208 Abutting DATE: December 16, 2023 N ·♦· s SCALE: 1"= 150' ;) The Zoning Specialists Group, Inc. 7729 NW 146th Street Miami Lakes FL 33016 Ph: (305)828-1210 www.thezoningspecialistsgroup.com I--- d !Li SW&JTHST 820 8IO 80'.l 7f1J 11/0 tlllU S!tl 100 910 ;:,WWT'OCT "' C\AI ,,.__,1 swnt#JSI • SW 7mt)S1 ,, '"' (ro 36AFFIDAVIT Before me, the undersigned, this day personally appeared Ines Marrero-Priegues, Esq., who being by me first duly sworn, upon oath, deposes and says: 1. I am an authorized legal representative with express authorization from 7040 Sunset Asset, LLC (the "Applicant"). 2. In my capacity as authorized representative and land use attorney, I supervised and hereby certify that a Notification Letter of Application was mailed out on January 24, 2024, for the for a special exception approval application, pursuant to Section 20.8-9 of the Land Development Code, for a large scale development exceeding 40,000 square feet and also exceeding four (4) stories in the TODD (MU-5) District for 7109 SW 61 Court and 7040 SW 61 Avenue, South Miami, Florida, in the form attached herewith as Exhibit "A" and herein incorporated by reference, was mailed, via U.S. mail to all the addresses enumerated in the ownership list attached as Exhibit "B", the property owners within 500 feet of the Application Property, except for the property owners of abutting or contiguous properties, identified and enumerated as such in Exhibit "C", to which the Notification Letter was mailed via Certified US Mail. Further Affiant sayeth not. STATE OF FLORIDA COUNTY OF MIAMI-DADE lnesarr ~o:Priegues, Esq. Title: Attorney for Applicant The foregoing instrument was acknowledged before me by means of X physical presence or_ online notarization, this 24th day of January, 2024, by Ines Marrero-Priegues, Esq., who is personally known to me or who has produced _____ as identification. [NOTARIAL SEAL] .--f~-~:~-~~-. MERCY ARCE {;{ ~-\J MY COMMl~ION # HH 054416 ·-.;,~~~~: EXPIRES. October 18, 2024 ·•,:!?~.f-~•··· Bonded Thn, Notary Public Undeiwriters S..;;;;;;;;.··,.;,;,,;..iiiiiiiiiiiiiiiiiiiliiiiiiiiiiii;;;.iiiliiiiiiiii5iiili.a Notary Public, State of Florida Commission #: HH054416 My Commission Expires: October 18, 2024 37Exhibit "A" Notification Letter 38I ' Notification Letter Special Exception for Large Scale Development Approval Address of Application Property: Applicant: 7109 SW 61 Court and 7040 SW 61 Avenue South Miami, Florida 7040 Sunset Asset, LLC You are hereby notified that an application has been submitted by the above to the City of South Miami for a special exception approval, pursuant to Section 20.8-9 of the Land Development Code, for a large scale development exceeding 40,000 square feet and also exceeding four (4) stories in the TODD (MU-5) District on the application prope1ty depicted below: The requests will be considered by the Planning Board and the City Commission. The City's Planning and Zoning Department, at 6130 Sunset Drive, South Miami, will have on file all documents, plans and supporting materials pertaining to this application. In addition, the City's Planning and Zoning Department will prepare and mail the required notices of public hearing in accordance with the City's Land Development Code. If you have any initial questions, please contact the Applicant's land use attorney at Holland & Knight, LLP. l Ines Marrero-Priegues, Esq. ! Holland & Knight, LLP i 70 I Brickell A venue, Suite 3000 i.· !. Miami, Florida 33131 1 i (305) 789-7776 ! , ines.marrero@hklaw.com ; i ! I : I .............. ·-·························-·-·--·········--···-·-··················-·---··-····················-··················--·~·--········-···-·······-····················-·· ······--·············--J 39CITY OF SOUTH MIAMI, FLORIDA NOTICE OF PUBLIC HEARING Notice is hereby given that the Planning Board will hold a public hearing on Tuesday, June 11, 2024, at 7:00 p.m. to consider the following applications: 1. PB-24-013 Applicant: 7040 Sunset Asset, LLC A RESOLUTION OF THE MAYOR AND CITY COMMISSION OF THE CITY OF SOUTH MIAMI, FLORIDA, [APPROVING/DENYING] A SPECIAL EXCEPTION APPLICATION PURSUANT TO SECTION 20-8.9 OF THE CITY OF SOUTH MIAMI LAND DEVELOPMENT CODE, FOR A LARGE SCALE DEVELOPMENT PROJECT FOR A SKILLED NURSING FACILITY ON AN APPROXIMATELY 0.8-ACRE PROPERTY LOCATED AT 7040 SW 61ST AVENUE AND 7109 SW 61ST COURT; PROVIDING FOR CONDITIONS, ENFORCEMENT OF CONDITIONS, CORRECTIONS, SEVERABILITY, AND AN EFFECTIVE DATE. I __ j \ ! I ! I ___i I I I ) (/) ~ a, N z C ~ m --§.VJ. JO_IH_~--7 r -"'" I ,. I 1 •· I ;o I' ,... I '----1 I J -i I l (/J 11a; I '"'' I :=E I ___I ~ i r-I~ I I C1 : i 7171 I -t I ___ __._'i I "" I I I I I I _) \ I ,..., SUNSET DRIVE (SW 72ND ST) The hearing will be held online and all Board members as well as City staff will participate by video conferencing at City Hall Commission Chambers, 6130 Sunset Drive, South Miami, Florida 33143 or at remote locations through the Zoom platfonn, and members of the public may join the meeting via either Zoom at (https://zoom.us/j/3056636338), by phone by calling+ 1-786-635-1003 and entering Meeting ID: 3056636338 when prompted, or in person in the Commission 40Chambers, and where their appearance will be broadcast on the Zoom platfonn, and where they can participate. If you desire to present evidence or you are unable to use Zoom, there are procedures to follow and other options available including a dedicated phone line to listen and participate in the meeting and limited public attendance, all of which is set forth in the meeting notice posted at City Hall and at http://www.southmiamifl.gov/580/Public-Meetings-Notices. The pending application and supporting documentation can be reviewed and copies obtained by contacting the City Clerk at 305-663-6340 or 305-663-6331. ADA: To request a modification to a policy, practice or procedure or to request an auxiliary aide or service in order to participate in a City program, activity or event, you must on or before 4:00 p.m. 3 business days before the meeting (not counting the day of the meeting) deliver your request to the City Clerk by telephone: 305-663-6340, by mail at 6130 Sunset Drive, South Miami, Florida or email at npayne@southmiamifl.gov. Nkenga A. Payne, CMC, FCRM City Clerk Traffic Study (includes Responses to City's Traffic Comments) March 15th, 2024 (Update) April 4th, 2024 Skilled Nursing Facility 7040 SW 61st Avenue South Miami, Florida Richard Garcia & Associates, Inc. 41 42 Skilled Nursing Faci li t y Level l Traffic Study Engineer's Certification I, Carlos X. Valentin, P.E. # 78 422, certify that I currently hold an active Professional Engineers License in the State of Florida and am competent t hrough education and experi e nce to provide eng ineering seNices in t he civil and traffic engineering discipl ines contained in this report. In addition, the fir m Richard Garcia & Associates , Inc. holds a Certificate of Authorization # 9592 in the State of Florida. I further certify th a t this report was prepared by me or under my responsible charge as defined in Chapter 61 G 15-1 8.001 F.A.C. and that all statements, conclusions and recomme n dations made herein are true and correct to the best of my knowledge and ability. PROJECT DESCRIPTION: PROJECT LOCATION: Skilled Nursi ng Facility -Traffic Study 7040 SW 6 1 st Avenue South M iami, Florida I I// I I I Florida Reg istration No. 78422 Date ~t~ RICHARD GARCIA & ASSOCIATES, INC. Page ii Skilled Nursing Facility Level 1 Traffic Study RICHARD GARCIA & ASSOCIATES, INC. Page iii TABLE OF CONTENTS Engineer’s Certification .......................................................................................... ii Traffic Study Review Comments & Responses ..................................................... 1 Executive Summary ................................................................................................ 2 Introduction ............................................................................................................. 5 Project Location / Description ............................................................................................ 5 Project Traffic........................................................................................................... 7 Trip Generation ..................................................................................................................... 7 Trip Distribution ...................................................................................................................... 9 Trip Assignment ................................................................................................................... 10 Roadway Link Analysis ......................................................................................... 13 Driveway Analysis................................................................................................. 14 Conclusion ............................................................................................................ 15 43 Skilled Nursing Facility Level 1 Traffic Study RICHARD GARCIA & ASSOCIATES, INC. Page iv LIST OF FIGURES Figure 1: Location Map ........................................................................................................... 5 Figure 2: Site Plan ..................................................................................................................... 6 Figure 3: TAZ Map ..................................................................................................................... 9 Figure 4: Site Traffic (Net Trips) - AM Peak Hour ................................................................. 11 Figure 5: Site Traffic (Net Trips) - PM Peak Hour ................................................................. 12 Figure 6: Driveway Volumes, LOS & Delay - AM Peak Hour ............................................ 14 Figure 7: Driveway Volumes, LOS & Delay - PM Peak Hour ............................................ 14 LIST OF TABLES Table 1: Trip Generation - AM Peak Hour ............................................................................. 8 Table 2: Trip Generation - PM Peak Hour ............................................................................. 8 Table 3: Directional Trip Distribution Percentages ............................................................ 10 Table 4: Directional Trip Assignment ................................................................................... 10 Table 5: Roadway Analysis Summary ................................................................................. 13 APPENDICES Appendix 1: Trip Generation Appendix 2: Trip Distribution / Assignment Appendix 3: Roadway Link Analysis & Driveway Analysis 44 Skilled Nursing Facility Level 1 Traffic Study RICHARD GARCIA & ASSOCIATES, INC. Page 1 Traffic Study Review Comments & Responses We have reviewed the traffic study comments prepared by Calvin Giordano & Associates, Inc dated March 22nd, 2024. We hereby offer the following responses in an effort to address the comments made. Traffic Study Comments 1. Pg 5 - Reduction in trips attributable to non-motorized travel is not a reduction used in TISs as a standard practice. Multimodal factor is based on Census Tract which covers a large area of the City whereas traffic study development represents a small area with its own travel characteristics. However, due to the small number of trip reductions applied it is accepted. Response: We disagree with the reviewer; non-motorized trip reductions (walking & bicycle) are regularly applied in traffic studies and typically accepted by all reviewing agencies. In fact, the ITE Trip Generation Handbook contains a section describing the process to estimate the trip generation with multimodal factors which includes non-motorized trip reductions. Moreover, this project is located within an urban downtown setting and Transit Oriented Development District (TODD) where walking, biking and transit use is part of everyday travel and encouraged by the City. Note, the published US Census data (project's census tract) was utilized as recommended and required by Miami-Dade County Public Works. In our professional opinion, the multimodal factors are reasonable and may represent the mode split characteristics within the project's vicinity. Lastly, we agree that applying the multimodal factors for non-motorized trips resulted in a small trip reduction and are acceptable as previously mentioned. 2. Although not included in the previous TIS submittals, it is important to at least evaluate the operational analysis for the project accesses (entry and exit). Please include. Response: As requested, driveway analyses were included in the traffic study update. These analyses yielded LOS A for both driveways (entry and exit) during the AM and PM peak hour. 3. Include future volume calculation sheet showing exiting volume, growth rate, project trips etc. Response: The calculation sheets for traffic volumes at the studied roadway links were included in the traffic study dated March 15th, 2024. In addition, the traffic study update includes the traffic volume sheets for the driveway analysis. 45 Skilled Nursing Facility Level 1 Traffic Study RICHARD GARCIA & ASSOCIATES, INC. Page 2 Executive Summary This report has been updated consistent with the latest site plan and evaluates the trip generation associated with the proposed development. As such, a trip generation analysis was performed for a typical weekday AM and PM peak hour (i.e. Adjacent Street Traffic). In addition, a driveway analysis was included as requested by the City. Lastly, this report follows the Miami-Dade County Traffic Impact Study Standard methodology (Level 1) and the City of South Miami Land Development Code. The subject site is located just south of SW 70th Street between SW 61st Avenue and SW 61st Court at the address 7040 SW 61st Avenue in the City of South Miami, Florida. This site is currently vacant while the development consists of a skilled nursing facility (nursing home) with 180 beds and 1,310 square feet of retail. The subject project is projected to be completed and operating by 2027. Moreover, the subject project will provide two driveways on SW 61st Court and one driveway on SW 61st Avenue. For site circulation, vehicles will enter the site via the south driveway on SW 61st Court (entrance only) and will be exiting by the driveway on SW 61st Avenue (exit only). The site's drive aisle is one-way eastbound and has four (4) angle parking spaces (1-ambulance, 2-handicap and 1-regular). Also, this drive aisle provides connectivity to the two-way ramp for the second floor parking. The north driveway on SW 61st Court is for service vehicles only and provides access to the loading/trash area. This driveway will operate as two-way and will be managed by the operator. Attached please find an exhibit depicting the internal traffic circulation. The trip generation analysis for the subject project was performed consistent with the methodology described in the Institute of Transportation Engineers (ITE) Trip Generation Handbook, 3rd Edition while the trip generation characteristics were obtained from ITE’s Trip Generation Manual, 11th Edition. This analysis was performed for a typical weekday's AM and PM peak hour. Please note, both rates and equations were evaluated when available while Equations with an R-squared less than 0.75 or outside the data cluster were not used as per ITE. The following land uses, as identified by the Institute of Transportation Engineers (ITE), most closely resemble the subject project. These land uses (LU) are as follows: LU 620: Nursing Home - 180 Beds LU 822: Retail (<40k) - 1,310 Square Feet Moreover, the trip generation analysis accounts for multimodal (mode split). Mode split was only applied to the nursing home use and the trip adjustment percentages (i.e. transit, walking and bicycle) were obtained from published census data for the 46 Skilled Nursing Facility Level 1 Traffic Study RICHARD GARCIA & ASSOCIATES, INC. Page 3 location of the subject project (US Census Bureau, Miami-Dade County census tract 76.03). As a result, the trip generation calculations yielded 23 net trips (16 trips-in & 7 trips- out) for the AM peak hour and 29 net trips (11 trips-in & 18 trips-out) for the PM peak hour. Note, these trips are likely to be less based on the extent of the multi-use internal capture and pass-by trips for the retail since neither adjustment was utilized in the analysis as a conservative approach. The net peak hour trips were distributed and assigned to the site's access points consistent with the traffic distribution percentages for the project's Traffic Analysis Zone (TAZ) 1118 as assigned by the Transportation Planning Organization (TPO) on the Miami-Dade Long Range Transportation Plan (2045 LRTP) Directional Trip Distribution Report, September 2019. Additionally, a roadway link analysis was performed in an effort to determine whether the project traffic will have a de minimis impact as per the City of South Miami Code of Ordinances Section 20-5.5. Pursuant to the City's Code, the subject project would have a de minimis impact if the project traffic does not have the effect of lowering the roadway's Level of Service (LOS) below the City's LOS threshold. As such, SW 72nd Street (Sunset Drive) between US 1 and SW 62nd Avenue and SW 61st Avenue, north of SW 72nd Street were evaluated for LOS. As per the City's Code, SW 72nd Street has a peak hour LOS standard of "F" capacity and SW 61st Avenue has a peak hour LOS standard of "E" capacity. The traffic volumes for these roadway links were developed using traffic data previously collected and included potential background traffic as well as the project traffic. The resulting traffic volumes were evaluated using the generalized service volume tables of the FDOT 2023 Multimodal Quality / Level of Service Handbook and consistent with the City's LOS threshold. As a result, the roadway analysis revealed that both of the roadway links will maintain the existing LOS C for the proposed future AM and PM peak hour condition with project traffic. Therefore, this project meets traffic concurrency since sufficient roadway capacity exists to support it and the project traffic will have a de minimis traffic impact. Furthermore, the proposed access points were evaluated for capacity and level of service. The traffic operational analysis was performed using the Synchro software and follows the latest Highway Capacity Manual (HCM) methodology. Moreover, this analysis includes the proposed traffic operational characteristics (i.e. lane geometry, traffic control, etc) at each driveway and intersecting street. The driveway trips and roadway volumes previously documented were utilized in this analysis. As a result, both driveways yielded LOS A for all the approaches and will not have a negative traffic impact on the adjacent roadways. 47 Skilled Nursing Facility Level 1 Traffic Study RICHARD GARCIA & ASSOCIATES, INC. Page 4 In conclusion, the proposed Skilled Nursing Facility at 7040 SW 61st Avenue will generate 23 net external trips during the AM peak hour and 29 net external trips during the PM peak hour. The roadway analysis revealed that both of the roadway links studied herewith will maintain the existing LOS C for the proposed future AM and PM peak hour condition with project traffic. Therefore, the project trips will have a de-minimis traffic impact at the adjacent roadways and no additional traffic analysis is required or recommended at this time. 48 Skilled Nursing Facility Level 1 Traffic Study RICHARD GARCIA & ASSOCIATES, INC. Page 5 Introduction The purpose of this report is to evaluate the trip generation associated with the proposed development. As such, a trip generation analysis was performed for a typical weekday AM and PM peak hour (i.e. Adjacent Street Traffic). In addition, a driveway analysis was included as requested by the City. Lastly, this report follows the Miami-Dade County Traffic Impact Study Standard methodology (Level 1) and the City of South Miami Land Development Code. Project Location / Description The subject site is located just south of SW 70th Street between SW 61st Avenue and SW 61st Court at the address 7040 SW 61st Avenue in the City of South Miami, Florida. This site is currently vacant while the development consists of a skilled nursing facility (nursing home) with 180 beds and 1,310 square feet of retail. The subject project is projected to be completed and operating by 2027. Moreover, the subject project will provide two driveways on SW 61st Court and one driveway on SW 61st Avenue. For site circulation, vehicles will enter the site via the south driveway on SW 61st Court (entrance only) and will be exiting by the driveway on SW 61st Avenue (exit only). The site's drive aisle is one-way eastbound and has four (4) angle parking spaces (1-ambulance, 2-handicap and 1-regular). Also, this drive aisle provides connectivity to the two-way ramp for the second floor parking. The north driveway on SW 61st Court is for service vehicles only and provides access to the loading/trash area. This driveway will operate as two-way and will be managed by the operator. Attached please find an exhibit depicting the internal traffic circulation. Figure 1 depicts the site’s location map while Figure 2 is the site plan provided for illustrative purposes only. Figure 1: Location Map Project's Location SW 72ND ST (SUNSET DR) 49 Skilled Nursing Facility Level 1 Traffic Study RICHARD GARCIA & ASSOCIATES, INC. Page 6 Figure 2: Site Plan Exit Entrance Service Driveway 50 "' [----------------,----' / ' I I I I I ' ' N 0 0 r 1111m 0 Ill 11 0 n1•1'1 O 1111111 () 111111 Q Q Q; .::.:.: .: :.:.: :: :.:.: : : :.:.: : : :.:.:: : :.:.: : : :.::.-_-_-;:_;;_-_-_-~----~---_-;:_;;_ -.......J Skilled Nursing Facility Level 1 Traffic Study RICHARD GARCIA & ASSOCIATES, INC. Page 7 Project Traffic This section of the report describes the analysis for estimating the trip generation, trip distribution and trip assignment associated with the subject project. Trip Generation The trip generation analysis for the subject project was performed consistent with the methodology described in the Institute of Transportation Engineers (ITE) Trip Generation Handbook, 3rd Edition while the trip generation characteristics were obtained from ITE’s Trip Generation Manual, 11th Edition. This analysis was performed for a typical weekday's AM and PM peak hour. Please note, both rates and equations were evaluated when available while Equations with an R-squared less than 0.75 or outside the data cluster were not used as per ITE. The following land uses, as identified by the Institute of Transportation Engineers (ITE), most closely resemble the proposed development. These land uses (LU) are as follows: LU 620: Nursing Home (Skilled Nursing Facility) - 180 Beds LU 822: Retail (<40k) - 1,310 Square Feet Moreover, the trip generation analysis accounts for multimodal (mode split). Mode split was only applied to the nursing home use and the trip adjustment percentages (i.e. transit, walking and bicycle) were obtained from published census data for the location of the subject project (US Census Bureau, Miami-Dade County census tract 76.03). As a result, the trip generation calculations yielded 23 net trips (16 trips-in & 7 trips- out) for the AM peak hour and 29 net trips (11 trips-in & 18 trips-out) for the PM peak hour. Note, these trips are likely to be less based on the extent of the multi-use internal capture and pass-by trips for the retail since neither adjustment was utilized in the analysis as a conservative approach. Tables 1 and 2 summarize the trip generation calculations and results for the AM and PM peak hour, respectively. The ITE rates and percentages for the AM and PM peak hour are included in Appendix 1. 51 Skilled Nursing Facility Level 1 Traffic Study RICHARD GARCIA & ASSOCIATES, INC. Page 8 IN OUT TOTAL 180 Beds 620 0.14 18 7 25 T=0.10(X)+5.42 17 6 23 1.310 Th.SF. 822 2.36 2 1 3 Ln(T)=0.66Ln(X)+1.84 5 3 8 20 8 28 9.6%202 4.0%101 7.9%112 415 16 7 23Net External Trips (External Trips - Multimodal Trips) Total Multimodal Trips 1 Multimodal Trip Adjustments Transit (Public Transportation)of External Nursing Home Trips Walking of External Nursing Home Trips Bicycle ITE LU CODE AM PEAK HOUR TRIPS Proposed External Trips (Proposed Site Gross Trips) of External Nursing Home Trips Nursing Home (Skilled Nursing Facility) Retail <40k ITE TRIP RATE / EQUATIONLAND USE (LU) UNITS Not Used. R 2(0.57)<0.75 Not Used. R 2(0.63)<0.75 IN OUT TOTAL 180 Beds 620 0.14 8 17 25 T=0.11(X)+3.98 81624 1.310 Th.SF. 822 6.59 5 4 9 Ln(T)=0.71Ln(X)+2.72 9 9 18 13 21 34 9.6%112 4.0%011 7.9%112 235 11 18 29 Notes: Sources: ITE Trip Generation, 11th Edition & ITE Trip Generation Handbook, 3rd Edition. 1 Th.SF.= 1,000 Square Feet Gross Trips utilized. 1Multimodal Adjustment (Mode Split) is the anticipated reduction of trips attributed to alternative transportation modes other than automobiles. US Census data for the project's census tract was used to determine the multimodal trip adjustment factors. LAND USE (LU)UNITS ITE LU CODE ITE TRIP RATE / EQUATION PM PEAK HOUR TRIPS External Trips (Proposed Site Gross Trips) Nursing Home (Skilled Nursing Facility) Retail <40k Proposed Total Multimodal Trips Net External Trips (External Trips - Multimodal Trips) 1 Multimodal Trip Adjustments Transit (Public Transportation)of External Nursing Home Trips Bicycle of External Nursing Home Trips Walking of External Nursing Home Trips Not Used. R 2(0.56)<0.75 Not Used. R 2(0.72)<0.75 Table 1: Trip Generation - AM Peak Hour Table 2: Trip Generation - PM Peak Hour 52 r h I h I h h - Skilled Nursing Facility Level 1 Traffic Study RICHARD GARCIA & ASSOCIATES, INC. Page 9 SW 72 Street SW 62 Avenue Project's Location Trip Distribution The subject project is located within the Traffic Analysis Zone (TAZ) 1118 as assigned by the Transportation Planning Organization (TPO) on the Miami-Dade Long Range Transportation Plan (2045 LRTP) Directional Trip Distribution Report, September 2019. As such, the trip distribution was performed consistent with the trip distribution percentages of TAZ 1118 and by interpolating between the 2015 and 2045 TAZ data for the design year of 2027. Figure 3 depicts the TAZ map while the directional trip distribution percentages are outlined in Table 3. Appendix 2 contains the supporting documentation. Figure 3: TAZ Map 53 1035 1022 1004 1021 11 12 11 11 11 10 1023 1020 1019 11 13 11 14 10 17 1018 11 15 1008 '10 14 11 28 11 29 1009 '10 13 11 3 1 10'10 Skilled Nursing Facility Level 1 Traffic Study RICHARD GARCIA & ASSOCIATES, INC. Page 10 DESIGN YEAR 2015 2045 2027 NNE 20.60 26.00 22.76 ENE 19.00 15.90 17.76 ESE 1.40 1.00 1.24 SSE 1.50 1.50 1.50 SSW 16.10 13.70 15.14 WSW 18.70 16.90 17.98 WNW 8.80 9.90 9.24 NNW 13.90 15.20 14.42 TOTAL 100.00 100.00 100.00 DIRECTION MIAMI-DADE LRTP MODEL YEAR DISTRIBUTION PERCENTAGES (%) DISTRIBUTION (%) DESIGN YEAR 2027 IN OUT TOTAL IN OUT TOTAL NNE 22.76 ENE 17.76 ESE 1.24 SSE 1.50 SSW 15.14 WSW 17.98 WNW 9.24 NNW 14.42 TOTAL 100.00 100.00% 16 7 23 11 18 29 AM PEAK HOUR TRIPSDISTRIBUTIONDIRECTION DIRECTION 1 2 639 3 6WEST 27.22% 4 SOUTH EAST NORTH 1419.00% 16.64% 3 37.18% 4 PM PEAK HOUR TRIPS 4711 235 235 358 Table 3: Directional Trip Distribution Percentages Trip Assignment The net external trips have been distributed into the four quadrants: North, South, East and West. Table 4 includes the trip distribution percentages and the corresponding trip assignments for the AM and PM peak hour. Figures 4 and 5 depict the net vehicle trips assigned to the surrounding intersections and project's driveways for the AM and PM peak hour, respectively. Table 4: Directional Trip Assignment 54 Skilled Nursing Facility Level 1 Traffic Study RICHARD GARCIA & ASSOCIATES, INC. Page 11 Figure 4: Site Traffic (Net Trips) - AM Peak Hour 55 N • SW 70 St 6~ Skilled Nursing Facility Level 1 Traffic Study RICHARD GARCIA & ASSOCIATES, INC. Page 12 Figure 5: Site Traffic (Net Trips) - PM Peak Hour 56 N Skilled Nursing Facility Level 1 Traffic Study RICHARD GARCIA & ASSOCIATES, INC. Page 13 Two-Way Traffic Volume LOS Available Capacity Background Traffic Growth (3 Years @ 1.45 %) Project Net Trips Two-Way Traffic Volume LOS Available Capacity LOS F / 3,488 VPH Non-State - 4LD 1,322 C 2,166 58 6 1,386 C 2,101 LOS E / 1,512 VPH Non-State - 2LU 62 C 1,450 3 4 69 C 1,443 Two-Way Traffic Volume LOS Available Capacity Background Traffic Growth (3 Years @ 1.45 %) Project Net Trips Two-Way Traffic Volume LOS Available Capacity LOS F / 3,488 VPH Non-State - 4LD 1,555 C 1,932 69 10 1,634 C 1,854 LOS E / 1,512 VPH Non-State - 2LU 128 C 1,384 6 10 143 C 1,369 Two-Way Volume Threshold CDEF SW 72 Street 2,090 3,088 3,487 3,488 SW 61 Avenue 749 1,106 1,512 - Roadway Location Existing Condition (2024)Roadway Link Analysis - AM Peak Hour LOS / Volume Standard Between South Dixie Highway & SW 62 Avenue North of SW 72 Street Roadway Link Analysis - PM Peak Hour LOS / Volume Standard SW 72 Street (Sunset Drive) SW 61 Avenue Existing Condition (2024) SW 72 Street (Sunset Drive) SW 61 Avenue Roadway Between South Dixie Highway & SW 62 Avenue North of SW 72 Street Location Proposed Future Condition with Project (2027) Proposed Future Condition with Project (2027) Roadway Link Analysis The roadway link analysis documented herewith was performed in an effort to determine whether the project traffic will have a de minimis impact as per the City of South Miami Code of Ordinances Section 20-5.5. Pursuant to the City's Code, the subject project would have a de minimis impact if the project traffic does not have the effect of lowering the roadway's Level of Service (LOS) below the City's LOS threshold. This roadway analysis evaluates two of the most impacted roadway links by the subject project as follows: SW 72nd Street (Sunset Drive) between US 1 and SW 62nd Avenue and SW 61st Avenue, north of SW 72nd Street. SW 72nd Street (Sunset Drive) is a four-lane divided non-state road providing connectivity in the east-west direction while SW 61st Avenue is a two-lane undivided non-state road providing connectivity in the north-south direction. Both of these roadway links have speed limit under 30 MPH. As per the City's Code, SW 72nd Street has a peak hour LOS standard of "F" capacity and SW 61st Avenue has a peak hour LOS standard of "E" capacity. The traffic volumes for these roadway links were developed using traffic data previously collected and included potential background traffic as well as the project traffic. The resulting traffic volumes were evaluated using the generalized service volume tables of the FDOT 2023 Multimodal Quality / Level of Service Handbook and consistent with the City's LOS threshold. As a result, the roadway analysis revealed that both of the roadway links will maintain the existing LOS C for the proposed future AM and PM peak hour condition with project traffic. Table 5 summarizes the results of the roadway analysis. Appendix 3 contains the supporting documentation. Table 5: Roadway Analysis Summary 57 Skilled Nursing Facility Level 1 Traffic Study RICHARD GARCIA & ASSOCIATES, INC. Page 14 Driveway Analysis The proposed access points were evaluated for capacity and level of service. The traffic operational analysis was performed using the Synchro software and follows the latest Highway Capacity Manual (HCM) methodology. Moreover, this analysis includes the proposed traffic operational characteristics (i.e. lane geometry, traffic control, etc) at each driveway and intersecting street. The driveway trips and roadway volumes previously documented were utilized in this analysis. As a result, both driveways yielded LOS A for all the approaches and will not have a negative impact on the adjacent roadways. Figures 6 and 7 depict the driveway volumes, LOS and delay while Appendix 3 contains the supporting documentation. Figure 6: Driveway Volumes, LOS & Delay - AM Peak Hour Figure 7: Driveway Volumes, LOS & Delay - PM Peak Hour LOS A (0.0 s) LOS A (1.2 s) LOS A (2.1 s) LOS A (0.7 s) LOS A (0.0 s) LOS A (0.0 s) LOS A (8.8 s) LOS A (0.0 s) LOS A (0.5 s) LOS A (0.6 s) LOS A (1.0 s) LOS A (0.0 s) LOS A (0.0 s) LOS A (9.3 s) 58z 51+ 1· SW 61 Ave _ li ·x UJ 129+ I·. ' 1' 000 ~ ~ UJ ~ ~ Skilled Nursing Facility Level 1 Traffic Study RICHARD GARCIA & ASSOCIATES, INC. Page 15 Conclusion In conclusion, the proposed Skilled Nursing Facility at 7040 SW 61st Avenue will generate 23 net external trips during the AM peak hour and 29 net external trips during the PM peak hour. The roadway analysis revealed that both of the roadway links studied herewith will maintain the existing LOS C for the proposed future AM and PM peak hour condition with project traffic. Therefore, the project trips will have a de-minimis traffic impact at the adjacent roadways and no additional traffic analysis is required or recommended at this time. 59 Skilled Nursing Facility Level 1 Traffic Study RICHARD GARCIA & ASSOCIATES, INC. Appendix - 1 - Appendix 1: Trip Generation 60~~ 61 LAND USE (LU) Proposed Nursing Home (Skilled Nursing Facility) I Retail <4 0k I External Trips (Proposed Site Gross Trips) UNITS 180 Beds TABLE : A1 TRIP GENERATION ANALYSIS AM PEAK HOUR Project Name: 7040 SW 61 Avenue ITE LU ITE TRIP RATE/ CODE EQUATION 620 0 .14 Not Used . R2(0 .63)<0.75 ~ T=0.1 O(X)+5.42 1.310 Th .SF . 822 2 .36 Not Used . R2(0 .57)<0. 75 ~ Ln(T)=0.66Ln(X)+1 .84 Transit (Public Transportation) 9.6% of External Nursing Home Trips 1 Multimodal Bicycle 4 .0% of External Nursing Home Trips Trip Adjustments Walking 7 .9% of External Nursing Home Trips Total Multimodal Trips Net External Trips (External Trips -Multimodal Trips) Notes : Sources : /TE Trip Generation , 11th Edition & /TE Trip Generation Handbook, 3rd Edition . 1 Th .SF .= 1,000 Square Feet Gross Trips utilized. % 72% 72% 60% 60% 71% 100% 100% 50% 80% 70% 'Mu ltimodal Adjustment (Mode Split) is the anticipated reduction of trips attributed to altern ative transportation modes other than auto mobiles . US Census data for the project's census tract was used to determine the multimodal trip adjustment factors . AM PEAK HOUR TRIPS IN % OUT TOTAL 18 28% 7 25 17 28% 6 23 2 40% 1 3 5 40% 3 8 20 29% 8 28 2 0% 0 2 1 0% 0 1 1 50% 1 2 4 20% 1 5 16 30% 7 23 62 LAND USE (LU) Proposed Nursing Home (Skilled Nursing Facility) I Retail <40k I External Trips (Pro posed Site Gross Trip s) UNITS 180 Beds TABLE :A2 TRIP GENERATION ANALYSIS PM PEAK HOUR Project Name: 7040 SW 61 Avenue ITE LU ITE TRIP RATE/ CODE EQUATION 620 0.14 Not Used . R2(0 .72)<0.75 ~ T=0.11 (X)+3.98 1.310 Th.SF . 822 6 .59 Not Used . R2(0 .56)<0 . 75 ~ Ln(T)=0.71 Ln(X)+2.72 Transit (Public Transportation) 9.6% of External Nursing Home Trips 1 Multimodal Bicycle 4 .0% of External Nursing Home Trips Trip Adjustments Walking 7.9% of External Nursing Home Trips Total Multimoda/ Trips Net External Trips (External Tr ips -Multimodal Tr ips) Notes : Sou rc es: /TE Trip Genera tion , 11th Edition & /TE Tn'p Generation Handbook, 3rd Edition . 1 Th .SF.= 1,000 Square Feet Gross Trips util ized. % 33% 33% 50% 50% 38% 50% 0% 50% 40% 38% 'Multimodal Adj ustment (Mode Sp li t) is the anticipated re du ction of trips attributed to alternative transp ortation modes other than automob iles . US Ce ns us data for the project's ce nsus trac t was used to determine the multimodal trip adjus tment factors. PM PEAK HOUR TRIPS IN % OUT TOTAL 8 67% 17 25 8 67% 16 24 5 50% 4 9 9 50% 9 18 13 62% 21 34 1 50 % 1 2 0 100% 1 1 1 50% 1 2 2 60% 3 5 11 62% 18 29 63 I 1 'I I' ' II' t I !, I I Nurs ing Home (620) Vehicle Trip Ends vs: Beds 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: 8 Avg . Num . of Beds: 157 Directional Distribution : 72% entering, 28% exiting Vehicle Trip Generation per Bed Average Rate Range of Rates 0.14 0.05 -0.35 Da ta Plot an d Equa tion 6 0 40 . . . . . . . . -............. -:-................ -. . . . .. ' ......... ~ . ,,, 'O C w ,,, Q. i:: ff f- 20 00 X X ,, X 100 200 X = Number of Beds ; ' ...... /. ... X ; X : 300 Standard Deviation 0.07 X Study Site ---Fitted Curve - - - - - Average Rate Fitted Curve Equation : T = 0.10(X) + 5.42 R2 = 0.63 644 Trip Generation Manual 11th Ed ition· Volume 4 400 64 Ill Nursing Home (620) Vehicle Trip Ends vs: Beds 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: 8 Avg. Num. of Beds: 144 Directional Distribution: 33%, e,te(ng. 67c/o e>:1t 1ng Vehicle T1 ip Generation per B0d 0.14 Data Plot and Equation 40 X "' 30 "O C: LJJ X "' Cl. ~ II I- 20 10 x xx 0 0 100 X Study Site Fitted Curve Equation: T = 0.11 (X) + 3.98 0.07 -0.27 200 X = Number of Beds ---Fitted Curve 0.06 300 -----Average Rate R2= 0.72 X 400 General Urban/Suburban and Rural (Land Uses 400-799) 645 ◄ 65Ill Strip Retail Plaza (<40k) (822) Vehicle Trip Ends vs: 1000 Sq. Ft. GLA 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: 5 Avg. 1000 Sq. Ft. GLA: 18 Directional Distribution: 60% entering, 40% exiting Vehicle Trip Generation per 1000 Sq. Ft. GLA Average Rate Range of Rates 2.36 1.60-3.73 Data Plot and Equation 80 60 ., ,, C w ., Q. ~ 40 II I- . -I<'. 2'; 0 0 10 20 X = 1000 Sq. Ft. GLA X Study Site ---Fitted Curve Fitted Curve Equation: Ln(T) = 0.66 Ln(X) + 1.84 230 Trip Generation Manual 11th Edition • Volume 5 Standard Deviation 0.94 30 -----Average Rate R2= 0.57 40 C 66 I Strip Retail Plaza (<40k) (822) Vehicle Trip Ends vs: 1000 Sq. Ft. GLA 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 : 25 Avg. 1000 Sq. Ft. GLA: 21 Directional Distribution : 50% entering, 50 % exiting Vehicle Trip Generation per 1000 Sq. Ft. GLA Average Rate Ra nge of f:;a:es Standard Dev iat ion 6 .59 2.81 -15 .20 2.94 Data Plot and Equation 300 X X X X 200 "' "C C UJ "' Q. X ~ II X ,_ X X 100 X X X , X X X 10 20 30 X = 1000 Sq . Ft. GLA X Study Site ---Fitted Curve -----Average Rate Fitted Curve Equation: Ln(T) = 0.71 Ln(X) + 2.72 R'= 0.56 X 40 General Urban/Suburban and Rural (Land Uses 800-999) 231 67s Ch ~ ,78. I 1 ' .. _, tdll ST Project's Census Tract 75.01 \ I l :,1_1 '1 I I ,--. _,.:,,,. -Jr=-==-:/ / =' ·---:-:,. i 2./'-'\_) !/ / --~--~ \?fll <.✓,f':../" (.// .1../ -' '~~ <>4"]'?'. \ <.._ "· /:•· '·1 ,,j i' 11 }'' / J*) JJ i e-,/ ! 68 3/14/24, 11 :03 AM B08301: Means of Transportation ... -Census Bureau Tab le Means of Tra nspo rtatio n to Work Note: This is a modified view of th e orig in al table produced by the U.S. Census Bureau. This download or pri nt ed vers ion may have missing information f rom t he original tab le. Label V To tal : V Ca r, truck, or van: Drove alone v Carpooled : In 2-per son carpoo l In 3 -pers on car pool In 4-person car pool In 5-or 6-perso n carpool In ?-or-more-person carpoo l v Pub lic trans port atio n (exclud ing taxicab!: Bu s Su bwa y or ele vat ed ra il Lon g-dista nce train or co mm ute r ra il Lig ht rai l, streetcar or tro ll ey (carro pu bl ic o in Puer to Ricol Ferrybo at Taxicab Mo torcyc le Bi cyc le Walke d Ot he r me ans Wo rke d from ho me Table Notes Census Tract 76.03; Miami-Dade County; Florida Estimate Margin of Error 1,5 12 :352 -1,0 32 :283 991 :280 41 :54 41 ±54 0 :15 0 ±IS 0 :!15 0 :15 14 5 q."~ :90 -0 :15 90 ±68 55 •54 0 :15 0 ::15 0 :15 9 ±16 60 'i /-:51 -119 ,.tt "/. ±89 -9 :14 138 :83 https://data.cens us.go v/tabl e/ACS DT 5Y2022.B0 8301 ?q=B08301: Means of Transportation to Work&g=1400000US12086007603 69 3/14/24 , 11 :03 AM Means of Transportation to Work Survey/Program : American Commun ity Sur vey Universe: Wor kers 16 ye ars and over Yea r: 2022 Estimates : 5-Year Table ID : B08301 B083 01: Means of Tr ansp ortation ... -Census Bureau Table Alt hough th e Amer ican Com munity Survey (ACS) produces population, demographic and hous ing unit esti mat es, the decennial censu s is th e officia l source of population to ta ls for April 1st of each decennial year. In between censuses, the Census Bureau's Popu lat ion Esti mat es Program produce s and dissemi nates th e official est imates of the population for th e nation, sta t es, counties, cities , and tow ns and es t ima tes of hou sing units for states and count ie s. Informa tion about the Am erican Commun it y Survey (ACS ) ca n be found on th e ACS website. Suppo r ti ng doc umentation inc lu ding co de list s, subje ct definitions, data accuracy, and statist ica l testing , and a full lis t of ACS tab les and table she ll s (wi th out es t imates) can be found on t he Technica l Doc umentation sec ti on of t he ACS we bsite. Samp l e size and data qual ity measures (inc lu d ing coverage rates, all ocation ra t es, and response rates) can be found on the American Community Survey website in the Methodology sec ti on. Source: U.S . Ce nsus Bureau, 2018-2022 American Commu ni t y Survey 5-Yea r Estimat es Da ta are based on a sample an d are subject to sa mpl ing varia bility. The degree of unce rtai nt y for an esti mate arising from sampling variab ili ty is rep resented throug h the use of a margin o f error. The value shown here is t11e 90 perce nt margin of error. The margin of error can be inte rpre ted roughly as provid ing a 90 perce nt probabilit y that th e inte rva l defined by th e es timate minus th e ma rgin of error and th e estimate plus th e margin of error (th e lower and upper confide nce bounds ) contains the tru e value. In ad d ition to sampli ng variability, th e AC S est imates are subject to nonsam plin g erro r (for a discu ssio n of no nsamp ling va ria bility, see ACS Technica l Documentation). The effect of nonsam pling error is not represented in these tab les. Worke r s inc lude members of the Armed Forces and civilians who were at wo rk la st week. Several mea ns of tr ansporta ti on to wo rk categories were updated in 20 19. For more information, see: Change to Means of Tra nspo r tation. The 2018-2022 American Commun i ty Surve y (ACS) data generally ref lec t the Ma rch 2020 Office of Management and Budge t (0MB) delineations o f metropoli t an and micropolitan stati stica l ar eas. In certain instanc es, the names, codes, and boundarie s of th e principal ci ties shown in AC S t abl es may di f fe r from th e 0MB delinea tion list s due to differences in the effec ti ve dates of the geographic entities. Es tim ate s of urban an d rural populations, hous ing units , and cha rac t er istics reflec t boundarie s o f urban areas defined ba se d on 2020 Censu s data . As a re sult , data fo r urban and rural areas from the ACS do not necessari ly reflect the results of ongoing urbaniza tion. Ex plan ation of Symbo ls: The es t ima te could not b e compu t ed because there were an insufficien t number of sample observations . For a ratio o f med ians estimate , one or both of the med ian es t imates falls in the low es t int erva l or highest in terval o f an ope n -ended d istri bution. For a 5-yea r media n estimate, the margin of er ror associa t ed with a median was larger than the med ian itself. N The es timate or marg in of error cannot be displayed becau se th ere were an insufficient number of samp le cases in th e selected geog r ap hic area. (X) The es timate or marg in of error is not app licab le or not avai labl e. me dian- The median falls in th e lowest in terval of an open -ended distribution (fo r example "2,500-") median+ The median falls in the highest in terval of an open-ended distribution (for example "250,000+"). The ma rgin of error co ul d no t be compu t ed because there were an ins ufficien t num be r of sample observations . The ma rgin of error cou ld no t be com put ed because the med ia n fall s in t he lowest interval o r highes t in t erv al o f an open -ended distribut ion. A margin of error is not appropria te because the corresponding es ti ma t e is controlled to an in depende nt popu lat ion or housing est imate. Effectively, the corresponding es timate has no sam pling error and t he ma rgin of error may be treated as zero . https ://data .ce nsus .gov/table/ACSDT5Y2022 .B08 301 ?q=B0 8301 : Means of Tra ns portation to Work&g=1400000US12086007603 2rL 70 4/2/24, 12:20 PM "' "' ~ :) :t ::i et:: ~ ~ ~ 0.. C C C 0 c a a c 0 0 0 0 ci-1-1-1- i D ..J '---------' 20-8 .17_01 .png (1129x1451) https://mcclibrary.blob.core.usgovcloudapi.net/codecontent/12667/386731 /20 -8 .1 7 _ 0 1.png 1 I , Skilled Nursing Facility Level 1 Traffic Study RICHARD GARCIA & ASSOCIATES, INC. Appendix - 2 - Appendix 2: Trip Distribution / Assignment 71~~ 72 Skilled Nursing Facility Site Traffic (Project Net Trips) -AM Peak Hour SW72 St 0~ 73 DIRECTI ON NNE ENE ESE SS E SSW WSW WNW NNW TOTAL TABLE: A3 Cardinal D istribution AM Peak Hour (Weekday) Traffic Analysis Zone (T AZ) 1118 Project Na me : 7040 SW 6 1 A venue DISTRIBUTION(%) DI REC TI O N DI STRI BU TION DESIGN YE AR 2027 22 .76 17.76 1.24 1.50 15.14 17 .98 9.24 14.42 100.00 2 <,-----------, 4 ~ NORTH 37 .18% EAST 19 .00% SO UTH 16.64% WEST 27 .22% 100 .00 % 6 3 AM PEAK HOUR NET TRIPS 1 3 AM PEAK HOUR TRIPS IN OUT TOTA L 6 3 9 3 1 4 3 1 4 4 2 6 16 7 23 4 ~ Direct iona l percentages circled are rou nded . Q 74 DIRECTION NNE ENE ESE SSE SSW WSW WNW NNW TOTAL Note: TA BLE : A3-1 Cardinal Distribution AM Peak Hour (Weekday) Traffic Analysis Zone (T AZ) 1118 P roject Name: 7040 SW 61 Avenue DISTRIBUTION PERCENTAGES(%) MIAMI-DADE LRTP MODEL Y EAR DESIGN YEAR IN 2015 2045 2027 20 .60 26.00 22 .76 4 19 .00 15.90 17.76 3 1.40 1.00 1.24 0 1.50 1.50 1.50 1 16 .10 13.70 15 .14 2 18 .70 16.90 17 .98 3 8.80 9.90 9 .24 1 13 .90 15 .20 14.42 2 100.00 100.00 100.00 16 AM PEAK HOUR TRIPS OUT TOTAL 2 6 1 4 0 0 0 1 1 3 1 4 1 2 1 3 7 23 Based on Miami-Dade Transportation Planning Organ iza tion 2045 LRTP Directional Trip Distribu tion Report, September 2019. Since the current data is only availab le for the model years 20 15 and 2045 , the eight (8) cardina l directio ns we re interpolated to the design yea r of 2027 . DIRECTION NNE ENE ESE SSE SSW WSW WNW NNW TOTAL AM PEAK HOUR TRIPS : PERCENT: DISTRIBUTION % 22.76 17 .76 1.24 1.50 15 .1 4 17.98 9 .24 14.42 100.00 IN 16 69 .57 % INGRESS CALCULATED 3.642 2.842 0.198 0 .240 2.422 2.877 1.4 78 2.307 16 .006 TABLE : A3-2 OUT 7 30.43% USED 4 3 0 1 2 3 1 2 16 TOTAL 23 (Cal culated) EGRESS CALCULATED 1.593 1.243 0.087 0.105 1.060 1.259 0.647 1.009 7.003 TOTAL USED 2 6 1 4 0 0 0 1 1 3 1 4 1 2 1 3 7 23 75 Skilled Nursing Facility Site Traffic (Project Net Trips) -PM Peak Hour SW 70 St SW72 St 0~ 76 DIRECTION NNE ENE ESE SSE SSW WSW WNW NNW TOTAL TABLE : A4 Cardinal Distribution PM Peak Hour (Weekday) Traffic Analysis Zone (T AZ) 1118 Project Name: 7040 SW 61 Ave nue DIS TRIBUTION (%) DIRECTION DISTRIBU TION DESIGN YEAR 2027 22.76 NO RTH 37 .18% 17.76 1.2 4 EAST 19 .00% 1.50 15 .14 17 .98 SOUTH 16 .64% 9.24 WE ST 27.22 % 14 .42 100 .00 100.00 % @ 11 4 7 DJ~D 5 < PM PEAK HOUR TRIPS IN OUT TOTAL 4 7 11 2 3 5 2 3 5 3 5 8 11 18 29 2 3 < PM PEAK HOUR 8 N ET TRIPS g s @ 3 D0 LJ 3 2 5 @ Note : Di rectio nal pe rcentages circled are rounded . Q 77 DIRECTION NNE ENE ESE SSE SSW WSW WNW NNW TOTAL No te : TABLE: A4 -1 Cardinal Distribution PM Peak Hour (Weekday) Traffic Analysis Zone (T AZ) 1118 Project Name: 7040 SW 61 Avenue DISTRIBUTION PERCENTAGES(%) MIAMI-DADE LRTP MODEL YEAR DESIGN YEAR IN 2015 2045 2027 20 .60 26 .00 22 .7 6 2 19.00 15 .90 17 .76 2 1.40 1.00 1.24 0 1.50 1.50 1.50 o 16.10 13.70 15 .14 2 18.70 16 .90 17 .98 2 8.80 9 .90 9.24 1 13.90 15 .20 14.42 2 100.00 100.00 100.00 11 PM PEAK HOUR TRIPS OUT TOTAL 4 6 3 5 0 o 0 o 3 5 3 5 2 3 3 5 18 29 Based on Miami-Dade Transportation Planning Organization 2045 LRTP Direct ional Trip Distribution Report, September 2019. Since the current data is only ava ila ble fo r the model years 2015 and 2045 , the eight (8) card ina l direct io ns were interpolated to the design year of 2027 . dist DIRECTION NNE ENE ESE SSE SSW WSW WNW NNW TOTAL PM PEAK HOUR TRIPS: PERCENT : DISTRIBUTION % 22 .76 17.76 l.24 l.50 15 .14 17 ,98 9.24 14.42 100.00 IN 11 37.93% INGRESS CALCULATED 2.504 l.954 0.136 0.165 l .665 l.978 l.0 16 1.586 l l .004 TABLE : A4-2 OUT 18 62 .07% USED 2 2 o 0 2 2 1 2 11 TOTAL 29 (Ca lculated) EGRESS CALCULATED 4.097 3.197 0 .223 0 .270 2.725 3.236 l .663 2.596 18.007 TOTAL USED 4 6 3 5 0 0 0 0 3 5 3 5 2 3 3 5 18 29 78 DRIVEWAYS PEAK HOUR TRIPS Project Name: Skilled Nursing Facility at 7040 SW 61 Avenue :~c --·===f=fF'-T~ I: ,, \: I J:o ,, ____________ _ S rv r ~Vehicles Access ; ,, t .. ruv. 13 (9) '- Driveways Peak Hour Trips AM (PM) AM: Total= 23 vph (16 Trips-In, 7 Trips-Out) PM: Total= 29 vph (11 Trips-In, 18 Trips-Out) .... ,--- ' I I I ' I I I m11n1111r O 17mn m-0 p n"'ll,r l O 1·mn mn O 711 m1 ""'"· 1.Jlt;J_0, s.,. (INQ.. Ht't.U.. a,o.K.) '" •M ""'"""" &x it-Onl 0 0 o:I ~® 0" " :I " " ' " O,, :::..:::'.J 79 80TRAFFIC ANALYSIS ZONE (TAZ) IUJ'-tf ·1035 I -~~~ I ~022\l -1004 I \ 102'1 1112 I -1·1·1·1 I '1023 A/ '1020 '1019 '1'113 QI ·11·14 :> C J QI > N \ vi I .. , .. 1.-t C L_j ·10·17 1'10'18 '10'15 ' ' ~ 11016 7 'I008 I '1014 ·1127 '1009 II '10'13 'IO 1 0 I ·1 011 1·17'1 {1\17 1·132 ~ I I ! _,,,..,.. 1-~----ff \ \ IIUtl'O hf" I 1 uvu 1 'I 08 11-10 \ 1099 J ~x 1·100 1 f, '~":t?' -•-•~~ I '1'128 ·1·129 l 'I092 1131 ( \~ l/ Jt/ 81[Q)O [Rl[g(C1f ~@ &lL u~ lP @ ~lf[Rs.□[IDOJJuD@~ [fl~~© 0 u SIEP7i'IEMl81EIR 201l9 82 ..J LRTP M iami-Dade 2015 Base Year Direction Trip Distribution Summary -----~--. -----------------------. ----r··-· ----·-TAZ of o .. 6 ... , T,,"", I Ca irhnct l D11 e ct1 o n s I ~ --T11p s / ----To tal onal i Pe i (t?IH NNE ! ENE ESE SSE SSW WSW WNW NNW T, ip s Z , I : 1093 3993 Trips 235 91 8 56 150 125 230 902 1093 3993 Percent 26.3 10.2 0.9 6.2 16.8 13.9 25 .7 1094 3994 Trips 962 292 53 216 805 633 919 4,008 1094 3994 Percent 24.8 7.5 1.4 5.6 20.7 16.3 23 .7 1095 3995 Trips 552 475 63 47 175 717 547 774 3,421 1095 3995 Percent 16.5 14.2 1.9 1.4 5.2 21.4 16.3 23 .1 1096 3996 Trips 619 457 30 32 236 507 325 754 3,106 1096 3996 Percent 20 .9 15.4 1.0 1.1 8.0 17.1 11 .0 25 .5 1097 3997 Tr ips 637 310 121 71 339 935 406 968 3,837 10 97 3997 Percent 16.8 8.2 3.2 1.9 8.9 24 .7 10.7 25.6 1098 3998 Trips 9,391 5,544 1,947 600 4,955 7,929 4,518 7,280 45,582 1098 3998 Percent 22 .3 13 .2 4.6 1.4 11 .8 18.8 10.7 17 .3 109 9 3999 Trips 2,956 2,693 292 216 1,756 1,784 1,309 2,188 13,533 1099 3999 Percent 22 .4 20.4 2.2 1.6 13 .3 13.5 9.9 16.6 1100 4000 Trips 1,099 443 22 29 310 752 404 722 3,844 1100 4000 Percent 29.1 11.7 0.6 0.8 8.2 19.9 10.7 19.1 11 01 4001 Trips 161 31 4 8 20 100 64 70 458 1101 4001 Percent 35.1 6.8 0.9 1.8 4.4 21 .8 14.1 15 .2 1102 4002 Tri ~s 145 31 4 2 34 101 98 106 526 110 2 4002 Percent 27.8 6.0 0.8 0.4 6.5 19.4 18.8 20.4 11 03 4003 Trips 3,447 1,241 118 265 1,208 2,801 1,081 1,661 12,545 11 03 4003 Percent 29.2 10.5 1.0 2.2 10.2 23.7 9.2 14.1 11 04 4004 Trips 421 100 9 27 89 321 144 296 1,439 1104 4004 Percent 29.9 7.1 0.6 1.9 6.3 22.8 10.2 21 .0 11 05 4005 Trips 1,731 560 107 103 386 1,240 606 937 5,958 1105 4005 Percent 30.5 9.9 1.9 1.8 6.8 21.9 10.7 16 .5 1106 4006 Trips 857 846 84 85 543 739 405 475 4,116 1106 4006 Percent 21.2 21.0 2.1 2.1 13.5 18.3 10.0 11.8 11 07 4007 Trips 2,217 1,562 115 374 1,359 1,621 1,205 1,243 10,464 11 07 4007 Percent 22.9 16.1 1.2 3.9 14.0 16.7 12.4 12.8 11 08 4008 Tri ps 622 407 42 109 378 385 219 293 2,533 11 08 4008 Percent 25.3 16.6 1.7 4.4 15.4 15 .7 8.9 1 2.0 11 09 4009 Trips 233 191 43 27 198 160 168 209 1,245 1109 4009 Percent 19.0 15.5 3.5 2.2 16 .1 13.0 13 .7 17.0 1110 4010 Tr ips 473 273 101 65 279 208 149 282 1,847 111 0 4010 Percent 25.8 14.9 5.5 3.6 15 .2 11.4 8 .1 15 .4 1111 4011 Tri ps 418 544 83 202 411 343 308 549 2,931 1111 4011 Percent 14.6 19 .0 2.9 7.1 14 .4 12.0 10.8 19.2 111 2 4012 Trips 327 445 148 133 426 245 225 474 2,475 11 12 4012 Percent 13.5 18.4 6.1 5.5 17.6 10.1 9 .3 19.6 111 3 4013 Trips 180 267 64 75 215 111 127 210 1,256 1113 4013 Percent 14 .5 21.4 5 .1 6.0 17.3 8 .9 10 .2 16.8 1114 4014 Trips 228 201 48 96 127 141 148 219 1,208 11 14 4014 Percent 18 .8 16.7 4.0 8.0 10.5 11.7 12 .2 18 .1 1115 4015 Trips 353 276 115 90 353 299 205 304 2,057 1115 4015 Pe r cent 17.7 13.9 5.8 4.5 17.7 15.0 10.3 15 .2 1116 4016 Trips 209 181 86 62 143 132 90 237 1,141 1116 4016 Percent 18.4 15 .9 7.6 5.4 12.5 11.6 7.9 20 .8 1117 4017 Trips 504 384 184 139 406 340 210 460 2,683 1117 4017 Percent 19.2 14 ,6 7.0 5.3 15 .4 13.0 8.0 17.5 1118 4018 Tri ps 1,181 1,089 79 88 922 1,071 503 796 5,919 1118 4018 Percent 20 .6 19.0 1.4 1.5 1 6.1 18.7 8.8 13.9 .1 7 83 .. RTP _ --··-----~---Miami i-Dade 2045 Cost Feasible Plan Direction _Tr ip Dist r ibution Summary ----~ __ . ·-· __ _ ~-~~-~ ~-~i Tri p,.' _____ 1_ Ca, d111c1I D11 ec ti o n s ______ 1 To ta l County ' Re Perce nt NN E I ENE: WNW I NNW : ,, i ps TAZ ! I 1093 3993 Trips 291 64 6 50 148 167 321 1,083 1093 3993 Percent 27 .8 6.1 0.6 4.8 14.1 16.0 30.7 1094 3994 Tri p s 1.367 543 68 268 962 805 1,204 5,372 1094 3994 Percent 26 .2 10.4 1.3 5 .1 18.4 15.4 23.1 1095 3995 Trips 1,082 717 48 55 296 904 880 1,086 5,1 8 2 -------·----· ·- 1095 3995 Percent 21.4 14.2 0.9 1.1 5.8 17.8 17.4 21.4 1096 3996 Trips 866 480 30 56 323 566 508 1,083 4,060 1096 3996 Percent 22 .1 12.3 0.8 1.4 8.3 14.5 13.0 27.7 1097 3997 Trips 1,262 655 23 4 122 580 1,241 721 1,578 6,528 1097 3997 Percent 19.7 10.3 3.7 1.9 9.1 19.4 11.3 24 .7 1098 3998 TriE__ 12,773 6,565 2,298 541 7,488 10,015 5,563 10,195 60,915 ------ 1098 3998 Percent 23.0 11.8 4.1 1.0 13.S 18.1 10.0 18.4 1099 39 99 Trips 4,171 2,923 422 237 2,436 2,469 1,688 2,789 17,560 1099 3999 Percent 24.3 17.1 2.5 1.4 14 .2 14.4 9.9 16.3 1100 4000 Tri p s 1,663 556 24 23 481 838 549 980 5,267 1100 4000 Percent 32.S 10.9 0.5 0.5 9.4 16.4 10.7 19.2 1101 4001 Trips 193 30 0 0 35 56 112 71 504 - 1101 4001 Percent 38.9 6.1 0.0 a.a 7.0 11.3 22.5 14.2 1102 4002 Trips 202 35 8 14 29 135 111 136 670 .. 1102 4002 Per cent 30 .2 5.2 1.2 2.1 4.3 20.1 16 .5 20.4 1103 4003 Trips 4,463 1,680 170 182 1,618 3,261 1,505 2,096 16,096 1103 4003 Percent 29.8 11.2 1.1 1.2 10.8 21.8 10.1 14.0 1104 4004 Tr ips 657 148 15 12 188 398 247 439 2,136 1104 4004 Percent 31 .2 7.0 0.7 0.6 9.0 18.9 11 .7 20.8 1105 4005 Trips 2,356 776 77 96 627 1,484 785 1,229 7,728 1105 4005 Percent 31 .7 10.4 1.0 1.3 8.4 20.0 10.6 16.5 1106 4006 Trips 1,426 1,084 109 84 68 1 1,141 611 858 6,188 1106 4006 Percent 23 .8 18.1 1.8 1.4 11.4 19.0 10.2 14.3 1107 4007 Trips 3,002 2,106 136 359 2,022 1,932 1,593 1,7 47 13,994 1107 4007 Percent 23.3 16.3 1.1 2.8 15.7 15 .0 12 .4 13 .6 1108 4008 Tr ips B32 569 32 102 405 478 306 346 3,235 1108 40 08 Percent 27.1 18.5 1.1 3.3 13.2 15 .6 10.0 11.3 1109 4009 Trips 249 272 65 23 205 160 194 193 1,369 1109 4009 Pe rce nt 18 .3 20.0 4.8 1.7 15.0 11.8 14 .3 14.2 1110 4010 Trips 643 577 97 60 424 287 29 7 455 2,898 1110 4010 Percent 22 .6 20 .3 3.4 2.1 14 .9 10.1 10.5 16.0 - Tri ps 1111 4011 614 747 89 190 506 492 416 539 3,703 11 11 4011 Percent 17 .1 20.8 2.5 5 .3 14 .1 13 .7 11.6 15.0 11 12 4012 Trips 432 546 102 118 454 290 317 485 2,804 1112 4012 Percent 15.7 19.9 3.7 4.3 16.6 10.6 11.5 17.7 1113 4013 Trips 228 3 43 61 so 200 120 208 195 1,429 1113 4013 Percent 16 .2 24.4 4.3 3.6 14.2 8.5 14 .8 13.9 1114 4014 Trips 261 302 62 72 198 181 215 273 1,595 1114 4014 Percent 16.7 19.3 3.9 4.6 12.7 11.6 13.8 17.5 1115 4015 Tri ps 462 377 9 5 54 352 286 276 365 2,295 1115 4015 Perce nt 20 .4 16.7 4.2 2.4 15.5 12.5 12 .2 15.l 1116 4016 Tr i ps 233 236 36 92 183 212 138 290 1,460 1116 4016 Percent 16.4 16.6 2.6 6.5 12.9 14.9 9.7 20.4 1117 4017 Trips 801 582 163 180 650 521 368 746 4,078 1117 4017 Percent 20 .0 14.5 4.1 4.5 16.2 13.0 9.2 18.6 1118 4018 Trips 2,239 1,370 88 125 1,181 1,456 854 1,307 9,068 1118 4018 Percent 26 .0 15.9 1.0 1.5 13.7 16.9 9.9 15 .2 107 Skilled Nursing Facility Level 1 Traffic Study RICHARD GARCIA & ASSOCIATES, INC. Appendix - 3 - Appendix 3: Roadway Link Analysis & Driveway Analysis 84~~ 85 1 2 TABLE: A5 ROADWAY LINK ANALYSIS -AM & PM PEAK HOUR Project Name: 7040 SW 61 Aven ue 3 4 5 Roadway Link Analysis -AM Peak Hour Existing Condition (2024) Proposed Future Condition with Project (2027) LOS /Volum e Two-Way Two-Way Roadway Location Standard Traffic LOS Available Background Traffic Growth Project Traffic LOS Vo lu me Cap a city (3 Years@ 1.45 %) Net Trips Volume Between So uth Di xie Highway & LOS F / SW 72 Street (Su ns et Drive) 3,488 VPH 1,322 C 2,166 58 6 1,386 C SW 62 Avenue Non-State -4LD LOSE/ SW 61 Aven ue North of SW 72 Stree t 1,512 VPH 62 C 1,4 50 3 4 69 C Non -State -2 LU Roadway Link Analysis -PM Peak Hour Existing Condition (2024) Proposed Future Condition with Project (2027) Roa dway SW 72 Street (Sunset Drive) SW 61 Avenue Notes: 1 Roadway Name 2 Locat ion 3 Roadway/ Volume Standa rd • 4 Existi ng Condition Evaluat ion 5 Proposed Cond ition Eva luation Location Between South Di xie Highway & SW 62 Avenue North of SW 72 Street LOS /Volume Standard LOS F / 3,488 VPH Non-State -4LD LOSE/ 1,5 12VPH Non-State -2LU Two-Way Traffic Volume 1,555 128 LOS C C Available Capacity 1,932 1,384 Background Traffic Growth (3 Ye ars@ 1.45 %) 69 6 • LOS / Volume Standard based on th e generalized tables from the FOOT Quality / LOS Handbook. •• Existing Volumes 2024 were ca lc u lated using 2023 da ta and a growth ra te of 1.45 percent. Project Two -Way Traffic Net Trips Volume 10 1,634 10 143 Background Traffic. The most co nse rva tiv e g row th rate result of 1.45% was utili zed to estimate any potential background tr affi c . Two-Way Volume Threshold C D SW 72 Street 2,090 3,088 SW 61 Avenue 749 1,10 6 LOS C C E 3,487 1,5 12 Available Capacity 2,101 1,443 Available Capa city 1,854 1,369 F 3,488 - 86 TABLE : A5 -1 ROADWAY'S VOLUMES -AM & PM PEAK HOUR Project Name: 7040 SW 61 Avenue 1 Roadway SW 72 St re et (Sunset Drive ) SW 61 Avenue Roadway SW 72 Street (Sunse t Drive) SW 61 Avenue Notes : 1 Roadway Name 2 Location of Count 3 Di rec ti on 2 Location Between Sou th Di xie Highway & SW 62 Avenue North of SW 72 Street 2 Location Between South Dixie Highway & SW 62 Avenue North of SW 72 St reet 3 Direction EB WB TWO-WAY NB SB TWO -WAY 3 Direction EB WB TWO-WAY NB SB TWO-WAY 4 Traffic Vo lumes . These vo lu mes were ob tained from prev ious traffic data co l lec ted . 5 Background Traffic . A 1.45% growth rate was utili zed . 6 Existing Traffic Vol um es 2024 . 4 Traffic Vo lumes AM Peak Hour (2023 ) 762 541 1,303 28 33 61 Traffic Volumes PM Peak Hour (2023 ) 569 964 1,533 16 110 126 5 Background Traffic Growth (1 Years @ 1 .45 %) 11 8 19 0 0 1 5 Background Traffic Growth (1 Years @ 1 .45 %) 8 14 22 0 2 2 6 Existing Traffic Vo lumes (2024) 773 54 9 1,322 28 33 62 6 Existing Traffic Vol umes (2024) 577 978 1,555 16 112 128 87 SW 61 AVE Southbound Richard Garcia & Associates , Inc. 8065 NW 98 Street Hialeah Gardens, FL 33016 Phone: 305-362-0677 Fax: 305-675-6474 Groups Printed-Cars -Trucks SW72 ST SW 61 AVE Westbound Northbound File Name : SW 61 Ave_SW 72 St_AM Site Code : 00000000 Start Date : 4/5/2023 Page No : 1 SW72 ST Eastbound Start Time Right I Thru I Left I Peds I App. Total Rig ht I Thru I Left I Ped s I App . Total Right I Thru I Left I Ped s I App. To1a1 Right I Thru I Left I Peds I App. Tota l lnt. Total I 07 :00 AM 8 07 :15 AM 7 07 :30AM 6 07:45 AM 8 Total 29 08 :00 AM 6 08 :15AM 11 08:30AM 8 08 :45 AM 6 Total 31 Gra nd Total 60 Apprch % 100 Total % 2.3 Cars 60 % Cars 100 Tru cks 0 % Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 5 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 o o 0 8 3 72 7 4 110 6 3 104 8 6 101 29 16 387 6 4 114 11 14 143 8 4 116 6 5 141 31 27 514 60 2.3 60 100 0 0 NON <I) 'O (I} Cl. 43 4.5 1.7 43 100 0 0 901 95.2 34 .6 881 97.8 20 2.2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 75 0 114 0 107 1 108 1 404 1 119 o 157 o 120 o 146 1 542 2 946 0.2 0.1 36.4 2 926 100 97 .9 0 20 0 2.1 Out g 3 60 0 60 Le ft 0 0 0 0 0 0 0 0 0 o 0 0 0 0 o o o Total ~ 3 0 0 0 0 0 0 Peds :r 4 ~ T Nort h 4/5/2023 07:00 AM 4/512023 08 :4 5 AM Cars Trucks Lett 0 0 0 Peds 0 0 0 I ~ -~I g 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 o o 0 o o o o o 0 227 0 223 0 185 0 197 0 832 0 193 0 184 0 173 0 212 0 762 0 1594 0 99.9 0 61.3 0 1573 0 98.7 0 21 o 1.3 0 0 0 0 0 o 0 0 o 0 0 0 o 0 o o o 0 227 310 0 223 344 1 186 299 0 197 313 1 833 1266 0 193 318 1 185 353 0 173 301 0 212 364 1 763 1336 2 1596 2602 0.1 0.1 61.3 2 1575 2561 100 98 .7 98.4 0 21 41 0 1.3 1.6 88 SW 61 AV E Southbo un d Richard Garcia & Associates, Inc. 8065 NW 98 Street Hial e ah G a rd en s, FL 330 16 Ph one : 305-362 -0677 Fax : 305 -675-64 74 SW 72 ST SW 61 AV E Westbound Northbound File Na me Si te Code Start Dat e Page No : SW 61 Ave_SW 72 St_AM : 00000000 : 4/5/2 02 3 :2 SW72 ST Ea st bound Sta rt Tim e Right I Thru I Left I Peds I App. Total Right I Thru I Left I Peds I App. Total Right I Thru I Le ft I Peds I App Total Righ t I Thru I Left I Peds I APP -Total Int. Total I Pea k Hour A nalys is Fro m 07 :00 AM to 08 :45 AM -Peak 1 of 1 Pe ak Hou r for Ent ire Inte rs ecti on Beg ins at 08 :00 AM 08 :0 0 AM 6 0 0 0 6 4 114 08 :15 AM 11 0 0 0 11 14 143 08:3 0 AM 8 0 0 0 8 4 116 08:45 AM 6 0 0 0 6 5 141 Tota l Volume 31 0 0 0 3 1 27 5 14 %Aoo . Total 0 1 119 0 0 0 0 157 0 0 0 0 120 0 0 0 0 146 0 0 0 1 542 0 0 P HF .70 5 .000 .0 00 .00 0 .70 5 .482 .899 .000 .250 .863 .000 .000 Ou t Total c::::::m ~ 31 0 0 Le ft Peds 4 Peak Hour Data "iii~"' 0 -£_j' T ~~ ...J North N :::, ;e .c-t I- Peak Hour Begins at 08:00 AM Cars Trucks ~"' u ., 0.. ~ Left Peds 0 0 c=:]] c=:]] Out Total 0 0 0 0 193 0 0 193 318 0 0 0 0 184 0 1 185 353 0 0 0 0 173 0 0 173 301 0 0 0 0 2 12 0 0 212 36 4 0 0 0 0 762 0 1 763 1336 .00 0 .0 00 .00 0 .000 .89 9 .0 00 .2 50 .900 .9 18 u ~o ;;;rN s. _..., N r .r-~ 0 i--i "U s. CD C. !!!. "'~ 89 SW 61 AVE Southbound Richard Garcia & Associates , Inc. 8065 NW 98 St re et Hia leah Gardens , FL 33016 Phone: 305-362-0677 Fa x: 305-6 7 5-6474 Groups Prin te d-Ca rs -Truc ks SW72ST SW 61 AVE Westbound Northbo un d Fil e Name Site Cod e Start Date Page No : SW 61 Av e_SW 72 St_PM : 00000000 : 4/5/20 23 : 1 SW72ST Eastbound Start Time Righ t I Th ru I Left I Peds I App. Tota l Rig ht I Thru I Le ft I Peds I App Tola l Riqht I Thru I Le ft I Peds I App ro1a1 Right I Thru I Left I Peds I App, Total Int. Tota l I 04 :00 PM 30 04 :15 PM 26 04 :30 PM 27 04 :45 PM 27 Tota l 110 05:00 PM 31 05:1 5 PM 18 05:30 PM 13 05:45 PM 15 Tota l 77 Grand Tota l 187 App rch % 100 Tota l % 5 .8 Ca rs 187 % Cars 100 T rucks 0 % Tru cks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 30 7 204 26 2 2 17 27 3 248 27 4 254 110 16 923 31 2 237 18 4 216 13 4 243 15 2 2 16 77 12 9 12 187 28 1835 1.5 98 .3 5.8 0.9 56 .8 187 28 181 3 100 100 98.8 0 0 22 0 0 1.2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 211 0 219 0 25 1 1 259 1 940 0 239 2 222 1 248 0 218 3 927 4 1867 0.2 0.1 57 .8 4 184 5 100 98 .8 0 22 0 1.2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 162 0 14 6 0 135 0 127 0 57 0 0 135 0 154 0 153 0 15 9 0 60 1 0 117 1 0 99.7 0 36.3 0 1155 0 98.6 0 16 0 1.4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 163 404 0 146 391 1 136 414 0 127 413 2 572 1622 0 135 405 1 155 395 0 153 41 4 1 160 393 2 603 16 07 4 1175 3229 0.3 0 .1 36.4 4 1159 3 191 100 98.6 98 .8 0 16 38 0 1.4 1.2 90 SW 61 AVE Southbound Richard Garcia & Associates, Inc. 8065 NW 98 Street Hialeah Gardens , FL 330 16 Phone : 305 -362 -0677 Fax : 305 -675-6474 SW72 ST SW 61 AVE Westbound Northbound File Name Site Code Start Date Page No : SW 61 Ave_SW 72 St_PM : 00000000 : 4/5/2023 :2 SW72 ST Eastbound sta r t Tim e Rio ht I Th ru I Le ft I Peds I App Total Rioh t I Thru I Le ft I Peds I App rota1 Rioh t I Thru I Left I Peds I App rotat Right I Thr u I Left I Peds I App Tota• Int. Total I Peak Hou r Ana lysi s From 04:00 PM to 05:45 PM -Peak 1 of 1 Peak Hou r for Ent ire Intersection Begins at 04:30 PM 04:30 PM 27 0 0 0 27 3 248 04:45 PM 27 0 0 0 27 4 254 05:00 PM 31 0 0 0 31 2 237 05 :1 5 PM 18 0 0 0 18 4 216 Tota l Vo lume 103 0 0 0 103 13 955 %APP . Total 0 0 0 0 0 PH F .831 .0 00 .00 0 .00 0 .83 1 .813 .940 .000 0 1 0 2 3 .375 251 0 0 0 0 0 0 135 0 1 136 414 259 0 0 0 0 0 0 127 0 0 127 413 239 0 0 0 0 0 0 135 0 0 135 405 222 0 0 0 0 0 0 154 0 1 155 39 5 9 71 0 0 0 0 0 0 551 0 2 553 1627 .937 .000 .000 .0 00 .000 .000 .000 .894 .000 .500 .8 92 .982 91 -;::; Ill Cl en ~ (.) .c Q) ?:. (.) !E Ill ._ I- .2:- Ill Cl Q) C) Ill ._ Q) > <( Traffic Trends -V03.a SW 59TH PLACE --100' SOUTH OF SW 7 1 STREET FIN# Lo ca ti on 12000 10000 -- 8000 6000 - 4000 - 2000 0 - -- 201 3 1234 1 - I " I c:::::J Observed Count I -Fitte d Cu rve ------------- 11 : : : 20 18 202 3 202 8 Year ** Annua l Trend Increase : 119 Tre nd R-squa red : 26.46 % Trend Annual Historic Growth Rate : 1.7 0% Trend Growt h Rate (2022 to Design Year ): 1.45 % Printed: 14 -Mar-24 Straight Line Growth Option County: Miami-Dade (87) Station#: 8252 Highway: SW 59T H PLAC E Year 201 3 7400 72 00 201 4 7400 7300 2015 73 00 7500 -2016 72 00 7600 20 17 8600 7700 20 18 77 00 7800 2019 7600 7900 2020 6800 8000 20 21 8600 8200 2022 8900 8300 20 33 *Axle -Adjusted 92FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2022 HISTORICAL AADT REPORT COUNTY: 87 -MIAMI-DADE SITE: 8252 -SW 59TH PLACE, 100' SOUTH OF SW 71 STREET YEAR 2022 2021 2020 2019 2018 2017 2016 2015 2014 2013 2012 2011 AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR -----------------------------------------------------------8900 F N 5600 s 3300 9.00 56.50 3.10 8600 C N 5400 s 3200 9.00 55.00 3.50 6800 T N 4200 s 2600 9.00 56.00 2.40 7600 s N 4700 s 2900 9.00 56.00 2.90 7700 F N 4800 s 2900 9.00 54.30 2.90 8600 C N 5400 s 3200 9.00 59.30 2.70 7200 T N 4400 s 2800 9.00 56.10 3.30 7300 s N 4500 s 2800 9.00 57.40 5.30 7400 F N 4600 s 2800 9.00 59.30 1. 80 7400 C N 4600 s 2800 9.00 58.90 1. 80 8400 C N 5500 s 2900 9.00 59.70 1. 80 8300 C N 5500 s 2800 9.00 58.20 14.70 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 93 -;; C'a □ ui (I) 0 .c: (I) G 0 i: C'a ... I- ~ C'a □ fl) 0) C'a ... fl) > <! Traffic Trends -V03.a SR 986/SUNSET DR --200' E SR 826 ~--~---~ FIN# Loca ti on 45 000 - 40000 350 00 30000 25000 - 20000 1500 0 - 10000 5000 0 - 20 13 1234 1 - - ------ I c:::::::J Obse rve d Count --Fitt ed Curve Ii II 11 11 11 11 11 20 18 2023 20 28 Year ** Annual Trend Increase : -191 Trend R-squa red: 3.36 % Trend Annu al Historic Growth Rate : -0 .4 8 % Tre nd Growt h Rate (2022 to Design Year): -0.53% Printed: 14 -Mar -2 4 Straight Line Growth Option County : Mi ami-Dad e (87) Station#: 1067 Highway : SR 986 /SU NSET DR Year 20 13 38000 39700 20 14 42500 39500 2015 37500 39300 2016 37500 39 100 I 2017 40500 38900 2018 42500 38800 2019 40000 38600 202 0 31500 38400 202 1 39000 38200 20 22 39500 38000 2033 *Axle -Adjusted 94FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2022 HISTORICAL AADT REPORT COUNTY: 87 -MIAMI-DADE SITE: 1067 -SR 986/SUNSET DR, 200' E SR 826 YEAR 2022 2021 2020 2019 2018 2017 2016 2015 2014 2013 2012 2011 2010 2009 2008 2007 AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR --------------------------------------------------- --------39500 C E 19000 w 20500 9.00 56.50 4.30 39000 C E 19000 w 20000 9.00 55.00 1. 90 31500 C E 15500 w 16000 9.00 56.00 2.80 40000 C E 20500 w 19500 9.00 56.00 2.50 42500 C E 21000 w 21500 9.00 54.30 3.50 40500 C E 20000 w 20500 9.00 55.70 2.60 37500 C E 20000 w 17500 9.00 56.10 2.20 37500 C E 17000 w 20500 9.00 57.40 2.90 42500 C E 19500 w 23000 9.00 59.30 4.20 38000 C E 18500 w 19500 9.00 58.90 2.40 39500 C E 19500 w 20000 9.00 59.70 2.00 39000 C E 19500 w 19500 9.00 58.20 2.30 39500 C E 20500 w 19000 7.87 58.27 3.40 39000 C E 19500 w 19500 7.98 59.96 4.00 38000 C E 19000 w 19000 8.07 66.31 5.40 37000 C E 18500 w 18500 7.90 63.12 4.80 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 95 (C2T-Rural To w n ) (C4-Urba n General) (CS-U r ban Cen t er) ···.\ (C6 -Urban Core) \· C2T, C4, CS, & C6 Motor Vehicle Arterial Generalized Service Volume Tables Peak Hour Directional Peak Hour Two-Way AADT B C D E B C D E B C D 1 Lane * 720 940 ** 2 Lane * 1,310 1,710 ** 2 La ne * 13 ,800 18,000 2 Lane * 1,140 1,640 ** 4 Lane * 2,070 2,980 ** 4 Lane * 21 ,800 31,400 3 Lane * 2,120 2,510 ** 6 Lane * 3,850 4,560 ** 6 Lane * 40 ,500 48,000 B C D E B C D E B C D 1 Lane * * 870 1,190 2 Lane * * 1,580 I 2,160 --'-··- 2 Lane * * 17,600 2 Lane * 1,210 1,790 2,020 4 Lane * 2,200 3,250 3,670 4 Lane * 24 ,400 36,100 -_,_ 3 Lane * 2,210 2,810 2,990 6 Lane * 4,020 5,110 5,440 6 Lane * 44 ,700 56 ,800 4 Lane * 2,5 90 3,310 3,510 8 Lane .. 4,710 6,020 6,380 8 Lane * 52 ,300 66,900 B C D E B C D E B C D 1 Lane * * 690 1,080 2 Lane * * 1,250 1,960 2 Lane * * 13,900 2 Lane * 1,290 1,900 2,130 4 Lane * 2,350 3,450 3,870 4 Lane * 26,100 38,300 3 Lane * 1,410 2,670 3,110 6 Lane * 2,560 4,850 5,650 6 Lane * 28,400 53,900 4 Lane * 2,910 3,560 3,640 8 Lane * 5,290 6,470 6,620 8 Lane * 58,800 71 ,900 B C D E B C D E B C D 1 Lan e * *** 790 1,030 2 Lane * *** 1,440 1,870 2 Lane * *** 16,000 2 Lane * *** 1,490 1,920 4 Lane * ...... 2,710 3,490 4 Lane * *** 30,100 3 Lane * *** 2,730 2,940 6 Lane * *** 4,960 5,350 6 Lane * *** 55,100 4 Lane * *** 3,250 3,490 8 Lane * *** 5,910 6,350 8 Lane * *** 65,700 Adjustment Factors Exclusive rig ht t urn lane(s}: Mu ltiply by 1.05 The peak hou r di rectional se rvice vo l umes should be ad j us t by mu ltip lyi ng by 1.2 fo r one-way facilities The AADT se rvice vol um es shou ld be ad j uste d by m ul ti plying 0 .6 fo r one way fa cili ties 2 Lane Divi ded Roadway with an Exclus ive Leh Turn Lane(s}: Mu ltiply by 1.05 Multi lane Undivided Roadway w ith an Excl usive Leh Tu rn Lane[s ): Multiply by 0.95 Multi la ne Roadway w it h No Exclusive Leh Turn Lan e(s): Multiply by 0.75 2 lane Undiv'1ded Roadway wit h No Excl usi ve Leh Turn Lane(s}: Multip ly by 0 .80 No n -State Sig nali zed Roadway : Multiply by 0 .90 Th is ta ble does not consti tute a st andard an d should be us ed only for ge neral plan ni ng ap pl ica ti o ns, The ta bl e shou ld not be used fo r co rridor or intersec ti o n design, w here more re fi ned t ech niq ues ex ist . .. Cannot be ac hi eved usi ng ta bl e input val ue default s. • • Not applicab le for t hat leve l of service letter grade . For th e aut omobil e mo de, volumes greater t ha n level of se rvi ce D bec ome F beca use intersec tion capa cities have bee n reached . E ** ** ** E 24,000 40,800 60,400 70,900 E 21,800 43 ,000 62,800 73,600 E 20 ,800 38,800 59,400 70,600 96 97 HCM Uns ignalized Intersection Capacity Analysis Skil led Nursing Facility 1 : SW 61 Ct & Entrance Driveway Analysis -AM Peak Hour (" ' t ~ \.. + ovement WBL WBR NBT NBR SBL SBT Lane Configurations f+ +f Traffic Volume (veh/h} 0 0 29 3 13 34 Future Volume (Veh/h) 0 0 29 3 13 34 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 0 0 32 3 14 37 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh} Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 98 34 35 vC1 , stage 1 cont vol vC2 , stage 2 cont vol vCu , unb locked vol 98 34 35 IC , single (s) 6.4 6.2 4.1 tC , 2 stage (s) IF (s) 3.5 3.3 2.2 p0 queue free % 100 100 99 cM capacity (veh/h) 895 1043 1583 Direction , Lane# NB 1 SB 1 Volume Total 35 51 Volume Left 0 14 Volume Right 3 0 cSH 1700 1583 Volume to Capacity 0.02 0.01 Queue Length 95th (ft) 0 1 Cont rol Delay (s) 0.0 2.1 Lane LOS A Approach Delay (s) 0.0 2.1 Approach LOS Intersection Summa!}'. Average Delay 1.2 Intersection Capacity Utilization 12.5% ICU Level of Service A Analysis Period (min) 15 98 HC M 6t h TWSC 2 : SW 6 1 Ave & Exit ntersecti0n Int Delay , s/veh 0.7 M9vement EBL EBR NBL NBT Lane Config ura ti ons ¥ t Traffi c Vol , veh/h 4 3 0 35 Future Vo l, veh/h 4 3 0 35 Conflict ing Peds , #/hr 0 0 0 0 Sign Co nt ro l Stop Stop Free Fr ee RT Channel ized -None -None Stora ge Length 0 Veh in Median Storage,# 0 0 Grade,% 0 0 Peak Hou r Factor 92 92 92 92 Heavy Veh icl es, % 1 1 1 1 Mvmt Fl ow 4 3 0 38 Major/Minor Minor2 Major1 Conflicting Fl ow All 93 55 0 Stage 1 55 Stage 2 38 Critical Hdwy 6.41 6.21 Cri tica l Hdwy Stg 1 5.41 Cri tical Hdwy Stg 2 5.41 Follow-up Hdwy 3.509 3.309 Pot Cap-1 Maneuve r 909 1015 0 Stage 1 970 0 Stage 2 987 0 Platoon blocked,% Mov Cap -1 Maneuver 909 1015 Mov Ca p-2 Maneuver 909 Stage 1 970 Sta ge 2 987 Approach EB NB HCM Con tro l De lay, s 8.8 0 HCM LOS A Minor Lane/Mc!jor Mvmt NBT EBLn1 SBT Capacity (veh/h} -952 HCM Lane V/C Ra ti o -0.008 HCM Contro l De lay (s) 8.8 HCM Lane LOS A HCM 95th %tile Q(veh} 0 SBT SBR t 51 0 51 0 0 0 Free Free -None 0 0 92 92 1 1 55 0 Major2 0 0 0 0 SB 0 Skil led Nursing Facility Driveway Ana lysis -AM Peak Hour 99 HC M Unsign a li zed Intersect io n Capac it y Ana lys is Sk ill ed Nu rs ing Fac ility 1: SW 61 Ct & Entr ance Drivewa y LOS -PM Peak Hour 'f 4-... t !' \. + ovement WBL WBR NBT NBR SBL SBT Lan e Con fi gurat ions ~ 4 Traffic Volume (ve h/h) 0 0 17 2 9 117 Futu re Vo lume (Veh/h) 0 0 17 2 9 117 Sign Con tro l Stop Free Free Gra de 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hou rly now ra te (vph) 0 0 18 2 10 127 Pedestrians Lan e Widt h (ft ) Wa lking Speed (ft/s) Pe rcent Blockage Right turn flare (veh) Med ian type None Non e Med ian storage veh) Upstream signal (ft) pX, platoon unb locked vC, co nfli ct ing vo lu me 166 19 20 vC 1, stage 1 cont vol vC2 , stage 2 cont vo l vCu , unb locked vo l 166 19 20 IC, sing le (s) 6.4 6.2 4.1 IC, 2 stage (s) IF (s) 3.5 3.3 2.2 p0 queue fr ee % 100 100 99 cM capac ity (veh/h) 822 1062 1603 Direction, Lane# NB 1 SB 1 Vo lum e Tot al 20 137 Vo lume Left 0 10 Vo lume Right 2 0 cSH 1700 1603 Vo lum e to Cap aci ty 0.0 1 0.01 Queue Length 95th (ft) 0 0 Con tro l Delay (s) 0.0 0.6 Lane LOS A Ap proach Dela y (s) 0.0 0.6 Approach LOS lntersecti1:m Summa!}'. Ave rage De lay 0.5 Inters ec tion Capacity Utilizat ion 16 .7% ICU Leve l of Se rvi ce A Ana lys is Per iod (m in) 15 100 HCM 6th TWSC 2: SW 61 Ave & Exit Intersection Int De lay , s/veh Movement EBL EBR NBL NBT Lane Configurations V t Traffic Vol , veh/h 10 8 0 25 Future Vol, veh /h 10 8 0 25 Conflicting Peds , #/hr 0 0 0 0 Sign Control Stop Stop Free Free RT Channel ized -None -None Storage Length 0 Veh in Median Storage , # 0 0 Grade ,% 0 0 Pea k Hour Facto r 92 92 92 92 Heavy Vehicles, % 1 1 1 1 Mvmt Flow 11 9 0 27 Major/Minor Minor2 Majo r1 Conflic ti ng Flow All 167 140 0 Stage 1 140 Stage 2 27 Critical Hdwy 6.4 1 6.2 1 Critical Hdwy Sig 1 5.4 1 Critical Hdwy Stg 2 5.4 1 Follow -up Hdwy 3.509 3.309 Pot Cap-1 Maneuver 826 911 0 Stage 1 889 0 Stage 2 998 0 Platoon blocked , % Mov Cap -1 Maneuver 826 911 Mov Cap-2 Maneuver 826 Stage 1 889 Stage 2 998 ~gproach EB NB HCM Control De lay , s 9.3 0 HC M LOS A inor Lane/Major Mvmt NBT EBLn1 SBT Capac ity (veh/h) -862 HCM Lane V/C Ratio -0.023 HCM Con tro l Delay (s) 9.3 HCM Lane LOS A HCM 95th %tile Q(veh) 0.1 SBT SBR t 129 0 129 0 0 0 Free Free -None 0 0 92 92 1 1 140 0 Major2 0 0 0 0 SB 0 Skilled Nursing Facility Driveway LOS -PM Peak Hour 101 TABLE:A6 INTERSECTION APPROACH VOLUMES (AM PEAK HOUR) 0 ~ (.) . LU 0 en z ffiz I- ~ 1 2 Notes: Project Name: 7040 SW 61 Avenue 1 2 3 4 5 BACKGROUND EXISTING INTERSECTION APPROACH MOVEMENT VOLUME (2024) TRAFFIC NAME (3 YEAR GROWTH @ (VPH) 1.45%) (VPH) SBR 0 0 SOUTHBOUND SBT 33 1 SBL 0 0 TOTAL 33 1 WBR 0 0 WESTBOUND WBT 0 0 WBL 0 0 Driveway (Entrance) TOTAL 0 0 & SW 61 Court •• NBR 0 0 NORTHBOUND NBT 28 1 NBL 0 0 TOTAL 28 1 EBR 0 0 EASTBOUND EBT 0 0 EBL 0 0 TOTAL 0 0 TOTAL 62 2 SBR 0 0 SOUTHBOUND SBT 33 1 SBL 0 0 TOTAL 33 1 WBR 0 0 WESTBOUND WBT 0 0 WBL 0 0 Driveway (Exit) & SW TOTAL 0 0 61 Avenue NBR 0 0 NORTHBOUND NBT 28 1 NBL 0 0 TOTAL 28 1 EBR 0 0 EASTBOUND EBT 0 0 EBL 0 0 TOTAL 0 0 TOTAL 62 2 1 Intersection Name 2 Intersection Approach 3 Intersection Approach Movement 4 Existing Volumes 2024. See Table AS-1. 5 Background Traffic: Existing traffic was augmented using a compounded 1.45 percent growth rate to the year 2027. 6 Committed Development Trips 7 Future Condition Traffic w/o Project~ Existing Traffic + Background Traffic+ Committed Trips 8 Project Net Trips 9 Future Condition Traffic wt Project~ Existing Traffic + Background Traffic+ Committed Trips + Project Net Trips •• NB/SB traffic volumes for SW 61 Court were estimated using the volumes SW 61 Avenue. ©Richard Garcia and Associates, Inc., 2008 6 7 FUTURE COMMITTED TRAFFICW/O TRIPS (VPH) PROJECT (VPH) 0 0 0 34 0 0 0 34 0 0 0 0 0 0 0 0 0 0 0 29 0 0 0 29 0 0 0 0 0 0 0 0 0 64 0 0 17 51 0 0 17 51 0 0 0 0 0 0 0 0 0 0 6 35 0 0 6 35 0 0 0 0 0 0 0 0 23 87 8 9 FUTURE PROJECT NET TRIPS TRAFFIC WI PROJECT (VPH) (VPH} 0 0 0 34 13 13 13 47 0 0 0 0 0 0 0 0 3 3 0 29 0 0 3 32 0 0 0 0 0 0 0 0 16 80 0 0 0 51 0 0 0 51 0 0 0 0 0 0 0 0 0 0 0 35 0 0 0 35 3 3 0 0 4 4 7 7 7 94 4/2/2024 102 TABLE: A6-1 INTERSECTION APPROACH VOLUMES (PM PEAK HOUR) 0 i== (J . WO CllZ ffi z I- ~ 1 2 Notes: Project Name: 7040 SW 61 Avenue 1 2 3 4 5 BACKGROUND EXISTING INTERSECTION TRAFFIC NAME APPROACH MOVEMENT VOLUME (2024) (3 YEAR GROWTH @ (VPH) 1.45%) (VPH) SBR 0 0 SOUTHBOUND SBT 112 5 SBL 0 0 TOTAL 112 5 WBR 0 0 WESTBOUND WBT 0 0 WBL 0 0 Driveway (Entrance) TOTAL 0 0 & SW 61 Court •• NBR 0 0 NORTHBOUND NBT 16 1 NBL 0 0 TOTAL 16 1 EBR 0 0 EASTBOUND EBT 0 0 EBL 0 0 TOTAL 0 0 TOTAL 128 6 SBR 0 0 SOUTHBOUND SBT 112 5 SBL 0 0 TOTAL 112 5 WBR 0 0 WESTBOUND WBT 0 0 WBL 0 0 Driveway (Exit) & SW TOTAL 0 0 61 Avenue NBR 0 0 NORTHBOUND NBT 16 1 NBL 0 0 TOTAL 16 1 EBR 0 0 EASTBOUND EBT 0 0 EBL 0 0 TOTAL 0 0 TOTAL 128 6 1 Intersection Name 2 Intersection Approach 3 Intersection Approach Movement 4 Existing Volumes 2024. See Table A5-1. 5 Background Traffic: Existing traffic was augmented using a compounded 1.45 percent growth rate lo the year 2027. 6 Committed Development Trips 7 Future Condition Traffic w/o Project = Existing Traffic + Background Traffic + Committed Trips 8 Project Net Trips 9 Future Condition Traffic w/ Project = Existing Traffic + Background Traffic + Committed Trips + Project Net Trips •• NB/SB traffic volumes for SW 61 Court were estimated using the volumes SW 61 Avenue. ©Richard Garcia and Associates, Inc., 2008 6 7 FUTURE COMMITTED TRAFFICW/O TRIPS(VPH) PROJECT (VPH) 0 0 0 117 0 0 0 117 0 0 0 0 0 0 0 0 0 0 0 17 0 0 0 17 0 0 0 0 0 0 0 0 0 134 0 0 12 129 0 0 12 129 0 0 0 0 0 0 0 0 0 0 8 25 0 0 8 25 0 0 0 0 0 0 0 0 20 154 8 9 FUTURE PROJECT TRAFFIC W/ NET TRIPS PROJECT (VPH) (VPH) 0 0 0 117 9 9 9 126 0 0 0 0 0 0 0 0 2 2 0 17 0 0 2 19 0 0 0 0 0 0 0 0 11 145 0 0 0 129 0 0 0 129 0 0 0 0 0 0 0 0 0 0 0 25 0 0 0 25 8 8 0 0 10 10 18 18 18 172 4/2/2024 1036075 Sunset Drive ->,. ->,. CJ) t ~ _._ i. ;l 'f~:: -(I) I.·.· • ~ 0) ~ ~ CD _._ nn CJ) ,J. -SW 72 St ~~,~~ ~1 ¥"1 r 1 Site Traffic {Project Net Trips) -AM Peak Hour +() ¥"29 --CJ LJ~ s "' ff N _,,_ 0 ex:> SW 71 St I""" I llLlt l _.. (/) ~ ->,. 104 .. ::::I 0 :::c .:.: +O ra C1I ¥"14 0.. ~ 0.. I VJ SW 59 Pl c.. ·;:: I-.... C1I ..- z r-.. .... ~ ..-- t.> <11 CJ) ·o .. 0.. t.> !E ~ I- <11 -...- in ON + ~ OW1 + ff OLO ...... N s ~1 SW 61 Ave +4 11.Jf' 1.Jf' SW 6 1 Ave 1~ 17~ .-0 .; :s: C1I > ·1 ·;:: Cl .... i C1> Cl) C: 0 u ::::I rn Ul • r--- 0 w LEGAL DESCRIPTION:CERTIFICATION:7109 SW 61ST COURT & 7040 SW 61ST AVENUESOUTH MIAMI, MIAMI-DADE COUNTY, FLORIDA 33143LEGENDNOTES:John F. PuliceDigitally signed by John F. Pulice Date: 2020.10.27 12:16:40 -04'00'105r::::=::9 CONCRETE T -n,-UNDERGROUNDSTORr.tSE'WERUNE _..,_ UN()[RGROUNDs.<.NIT-"RYS£'11£RUNE -•-UNDERCROUNDW ... T&UNE < D.R.B DFFICl"-l.RECOROSBODK P.B PL ... TBODK ld.D.C.R ldl ... ldl-DADECDUNTYRECDRDS '/W P.R.ld PERldANENTf!ErERENCEldDNUldENT N/" NOT AVAILABLE (P) PLJ,,T (t.1) 1,1E..,SURro TR ... 1/ERSE:PC.NT(FDRFIEI.O INFORt.1 ... not10NLY) -lo; 1t,l ® ~ST ... IEF'U.NECOORDINAIES g 1 COPYRIGHT 2020 BY PULICE LAND SURVEYORS, INC. ALL RIGHTS RESERVED. NO PART OF TI-,IS SURVEY MAY BE REPROOUCED. IN ANY FORM OR BY ANY MEANS, 'MTl10UT PERMISSION IN 'MslTING FROMANOFFICEROFPULICELANDSURVEYORS,INC Biii.i.r" ·-~'.1! .=,',,__,:~-~--"<;;.; _,.-LOT 5 'Ml'lon,.~•o § !k !I -, ~-g ~~-~-~Z1~:t !I' -STREET "! i _: ,----! ! ,I , N f-----------"R~M---------!" ' -,: ~~: P.B. 13, PG. 62 SI I ,_ ,-:~a.. [ ___ "LAAi~~crJTER"-----' ! P.B. 27, PC. 67 ! o' 20' 4D "'-""-""-=--GRAPHIC SCALE 1·-20· ': :I g ~~" I , ~~ :I, i: TO, WATERSTON[ CAPITAL OPERATIONS, LLC, A FLORIDA LIMITED LIABILIT'!' COMPANY; OLD REPUBLIC NATIONAL TITLE INSURANCE i: 1 COMPANY; AMERICAN LAND TITLE ASSOCIATION THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON \r1"" ~~Hu~T J~A~~!~~ ~~~l~~i~J~E~~%~~D~~~\~l"/NT:PES 2L~iD TITLE SURVEYS, JOINTLY ESTABLISHEO ANO AOOPTEO BY ALTA AND NSPS, AND INCLUDES ITEMS 1, 2. 3, 4, 7(a), B. 9, & 11 OF TABLE A THEREOF PARCEL 1. filJBYE SIT0E SW 71ST STREET LOTS 8, 9 AND 10, BLOCK 2, OF "ROSSWOOD SUBDIVISION", ACCORDING TO THE PLAT THEREOF, AS RECOROED IN PLAT BOOK 13, PAGE 62, OF THE PUBLIC RECOROS OF MIAMI-OAOE COUNTY. FLORIDA AND LOTS 4. 5 AND 6, BLOCK 2, OF "LARKIN CENTER". ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 27, PAGE 67, OF THE PUBLIC RECOROS OF MIAMI-DADE COUNT'!', FLORIOA PARCEL2 LOT 7, BLOCK 2, OF "LARKIN CENTER", ACCORDING TO THE PLAT THEREOF, AS RECORDEO IN PLAT BOOK 27, PAGE 67. Of THE PUBLIC RECORDS OF MIAMI-DAO[ COUNTY, FLORIDA. 1) AREA Of THIS SITE: 35,230 SQUARE FEET (0.6088 ACRES) MORE OR LESS 2) ELEVATIONS ARE BASED ON NATIONAL GEODETIC VERTICAL DA nJM OF 1929. MIAMI-DADE COUNTY BENCHMARK: SOUTH MIAMI; ELEVATION: 13.30' 3) Ti1IS SITE LIES IN SECTION 25, TOWNSHIP 54 SOUTH. RANGE 40 EAST. MIAMI-DADE COUNTY, FLORIDA. 4) FLOOD ZONE:X; BASE FLOOD ELEVATION: NONE; PANEL:12086C 0458L; COMMUNITY: 120658; MAP DATE: 09/11/2009 5) REASONABLE EFFORTS WERE MADE REGARDING THE EXISTENCE AND THE LOCATION OF UNDERGROUND UTILITIES. THIS FIRM, HOWEVER, DOES NOT ACCEPT RESPONSIBILITY FOR TI·HS INFORMATION. BEFORE EXCAVATION OR ~~l~~iT~6~N CONTACT THE APPROPRIATE UTILITY COMPANIES FOR FJELD 6) TI-,[ HORIZONTAL POSITIONAL ACCURACY OF WELL DEFINED IMPROVEMENTS ON THIS SURVEY IS ±0.07', Ti1E VERTICAL ACCURACY OF ELEVATIONS OF WELL DEFINED IMPROVEMENTS ON THIS SURVEY IS ±0.07' 7) TI-,IS SITE CONTAINS 67 MARKED PARKING SPACES; 64 REGULAR SPACES ANDJDISABLEDSPACES 8) TI-,IS SURVEY WAS PREPARED WITH BENEFIT OF AMERICAN LANO TITlE ASSOCIATION COMMITMENT, FILE NO.: 20144800, PREPARED BY OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY; EFFECTIVE DATE· SEPTEMBER 24, 2020 AT 8:00 AM TI-IE FOLLOWING ITEMS ARE SCHEDULE 8-11 EXCEPTIONS TO SAID COMMITMENT· ITEMS 1, 2, 3, 4, 5 & B-NOT ADDRESSED. ITEM 7-ALL MATTERS IN PLAT BOOK 13, PAGE 62. APPLY TO THIS SITE THERE ARE NO PLATTED EASEMENTS. ITEM 8-ALL MATTERS IN PLAT BOOK 27, PAGE 67, APPLY TO TI-,IS SITE THERE ARE NO PLATTED EASEMENTS ITEM 9-0RDINANCE NO. 12-97-1633 REGARDING COMMUNITY REDEVELOPMENT IN 0.R.B. 19796, PAGE 4490, APPLIES TO THIS SITE BUT CANNOT BE PLOTTED ITEMS 10 & 11-NOT ADDRESSED. 9) ALL RECORDED DOCUMENTS ARE PER MIAMI-DADE COUNTY RECORDS 10) STATE PLANE COORDINATES ARE BASED ON FJELD OBSERVATION AND ARE TO NORTH AMERICAN DATUM OF 1983 WITH TI-,E 1990 AD.J..JSTMENT. FL-E ZONE. BEARINGS ARE BASED ON RECORDED PLATS SKILLED NURSING FACILITY-SOUTH MIAMI BOUNDARY AND TOPOGRAPHIC SURVEY AL TA/NSPS LAND TITLE SURVEY E-Mail: info@beharfont.com4533 Ponce de Leon BoulevardTel: (305) 740-5442 Fax: (305) 740-5443Coral Gables, Florida 33146PROPOSED 180 BED SKILLED NURSING FACILITY554 W. Main Street Suite 1100Tel: (678) 765-2008 Fax: (678) 765-2008Buford, GA 30518ASPR PROGRESS SET 04-23-2024SOUTH MIAMISKILLED NURSING FACILITY SOUTH MIAMI, FLORIDA 33143 7040 SW 61ST COURT106I ■ -11 • • l u -----• • • • • I I ---- LOCATION MAPSCALE: N.T.SSOUTH MIAMI SKILLED NURSING FACILITY © 2023 BEHAR FONT PARTNERS, P.A. THE DESIGN AND DRAWINGS FOR THIS PROJECT ARE PROPERTY OF THIS ARCHITECT AND ARE PROTECTED UNDER THE COPYRIGHT PROTECTION ACT.S E A L :JAVIER FONT AR No. 12547PROPOSED 180 BED SKILLED NURSING FACILITY 7040 SW 61ST COURT SOUTH MIAMI, FLORIDA 33143DATE:04-23-2024PROJECT NO:20-067DRAWING NAME:SHEET NO:107BEHAR·FONT R T p. A . ARCHITCCTURC Pl UI \Iii G IHTCR JRI 4533 PONCE DE LEON BOULEVARD CORAL GABLES, FLORID,\ 33146 Tc--,:30~1740 5442 Fa, (30.;.1740 5443 CE/1TIIICATION No. AA2451 ATLANTA ,GEORGIA· NEW HAVEN "CONNECTICUT STREET CONTEXT VIEWVIEW 1SCALE: N.T.S2513VIEW 2VIEW 3VIEW 4VIEW 54STREET CONTEXT VIEWVIEW 1SCALE: N.T.S2513VIEW 2VIEW 3VIEW 4VIEW 54SOUTH MIAMI SKILLED NURSING FACILITY © 2023 BEHAR FONT PARTNERS, P.A. THE DESIGN AND DRAWINGS FOR THIS PROJECT ARE PROPERTY OF THIS ARCHITECT AND ARE PROTECTED UNDER THE COPYRIGHT PROTECTION ACT.S E A L :JAVIER FONT AR No. 12547PROPOSED 180 BED SKILLED NURSING FACILITY 7040 SW 61ST COURT SOUTH MIAMI, FLORIDA 33143DATE:04-23-2024PROJECT NO:20-067DRAWING NAME:SHEET NO:108 SOUTH MIAMISKILLED NURSING FACILITY © 2023 BEHAR FONT PARTNERS, P.A. THE DESIGN AND DRAWINGS FOR THIS PROJECT ARE PROPERTY OF THIS ARCHITECT AND ARE PROTECTED UNDER THE COPYRIGHT PROTECTION ACT.S E A L : JAVIER FONT AR No. 12547 PROPOSED 180 BED SKILLED NURSING FACILITY7040 SW 61ST COURTSOUTH MIAMI, FLORIDA 33143DATE: 04-23-2024 PROJECT NO: 20-067 DRAWING NAME: SHEET NO: A-0.3 SITE DATA LEGAL DESCRIPTION PROPERTY ADDRESS: 7109 SW 61 Court & 7040 SW 61 Avenue PROPERTY FOLIO: 09-4025-027-0090 & -0130 PROPERTY SIZE: 35,230 square feet or, 0.8088 acres ZONING MAP - LAND USES TSDD-MU5 SITE 5950 SUNSET DRIVE AREA OF PROJECT 109 i f.919 ' 4 6':Ml • 6]10 6150 _J 7240 ,MS 7320 73 30 § I T:l'IQ .'•lClO J410 7511] 7 500 7520 6150 7615 76.3J 6100 7,16 lfi30 7700 76~] ~I 7631 >-------' ~'11 1------1 7(140 ~ ](Jill ,ooo I 7b28 not 770'J l f1::: nu1 1----,:::1 1---1,;::•~_:_:___1-~-:i',,.I---I 76511 771D 77'11 TJ!S) r-_ I Ze n Ing flou nd~ri,i Z,:,ni ng DEsi:::-iption llS • DO'Ntl TO WN SOl'll GR -GE~EIVJ. RETAIL LO • LOW JrH ENSJTY OF FI CE 7611 7710 / / 7GOO ?Eil □ 1030 I! 10 ~ I . 7611 \ l ';81:,2 7621 5&&1 71i ~ I ., o• .,. ,: ~ ~ " :i: ~ "' ~ ;'.: ~ .. , ~ ~ , i I Legend RS.-3 • LOW DEl'JSJ n' SING LE =AMn.V RS-1 • SrNGI.E Fi",MilY RESID ENTV,L ~~"i • SI NGLl" FAMilY (~' LCT5i R--c -towr-1-ioose 1<:1:S1o ~r.Jfl)J. R-.g • ni/0 fAM ILY,'TOWN}IOU:SE RES ICE NTIAL :-::R -:.PfT!A l l'l' Rl"T~ll SW 72ND sT 7'148 7549 7&10 7,521) 75]0 jt,4J'J "'" /wj t~O -MED l ::-J.L o=na DISTR ICT r~Fi. -NE IGHE!O RHOO D RETAQ SOO-MU4 -IU'.N~J I UIUtN I tJ UtvtWl'Mt;,N I J J~I I ll.C l (Ml)l;t lJ U~t -4) -SDO-MU-5 -711'.N ~IT ClRIENTEJ IJ EVE.LOPM~T JISTRICf (MIXED I.I SE-5) PI • PUE!UC/:NT ITUTIONAL PUD -H -Pw.lNED UNIT DEVELO"'ME tff-HGS PIT.',L l'Ul)•M • l'L.A \Nl:UUNJ I Ll~'/l:ll.:t'M t:N I MIXt:LJ J!il: ~UD-R -Pt.AN NEt: UN I T DE'i.•:LOP M:NT-RESIDf t.TIA . Ii.· REUGIOIJ8 Rr-.t -rn -I rM' rl "N:OITV Ml II TirilJII I y Rr;.rr.irN TI AI RM-24 -ME[:IUM OENSITI' l'IU LTT-FAM[LY RES l [IENTlllJ. RO RES I DENTll\L OFAC.E llS-.L -EST,',TE ~E'5J.DOIJTLAL ll.5-2: -9::M l -ESTA.TE RESlDENTh',L -.::ri;.....MLN'i --RA N~l T nRH'NTF1 rJF'VF I LiPMnJT "l l "iTIHr:T (Mf 'IFl'l I J"iF -t',) --SDD-M U-M -Tr..A ~SIT oruENTED tEV:LOPM8\'l DI STRICT (M IXED u s ::-\tA RKET) -s~PJ • TIINJSIT·ORIEN TED DE'JE LOF'MENT DISTRl·:T (PUBL1C/IN5TTnJTIO NAL) -.soD-PR -T~IT auENTED DEYaOP"M ENT DISTRICT (PARKS AN O RECREj)_TimJ:, -CS-0\1 Cnmrnmiv Se rvia! 0,,1!1'1ay -HP-0'/ Hi:51:-t::1 11 ~ r rc~cfYiJOOn Gvc:rl "}· -HCYJV Hornet.,,.,., Dis:ri ct O·ter lay c::I So .J th Mla m! Eo undary Property Bou'mry D Wat~r F.,3w -e,; MLAM . This nap uVas prepared Dy the June 2022 E!:11 Mi ami -Dade lrformati on Technology Departme n1 Gl:!n!Jr..tp h ic l nForm.iticn S]l~t P.m!.> (GI$) Di\'is.inn • in ch equals O mi es ~\iww.miamida d e.gc\l T hi:. mai: and ci!."Soc:iated i-ifarmati:i1 is t::i be us.ed c:nly fer publi.: b.Js. ·es.:. a~ ma~ b=! aut.,c:rized by l aw and 110 reJ)rodi..clion 'e r com m erc i a' use or sale is pe rm il l e::: Ne express-ed or i mpl i ed warrantie.:i in:::IJding bu t ro t l i Fi l ed t o t he imp l ied warranties ot merchantab i li t y o r 1itness f or a p.:irt1-cul3r ,ur p ose 1s mode. User 1e w.srned the mot~r1olc cont.a1ne,e here 1--. ::ire :orov1ded -::i,e ui.- LEGAL DES CR IPTIO N : P ~RCE _ 1 • LOTS 0, 9 ASD I 0, BLOCK 2, OF "R 'JSS W:J-OD SLSD1Vl S10 tf'. ACCffiC•IN G TO THE :.,.L AT THER EOF, AS RE CORD ED It,._ P LA T 300K 13, PAGE G2, OF TH E PUBU : RECORDS OF MI AMl-[lAC•E COU I\ TY, FLO RIDA. A N D LOTS 4. 5 AS D 6. BLOCK 2. OF "'LARKIN CEN TER", AC CO RDING TC-THE PLAT THEP.ECF, AS Rt:C ORDED IN P LAT BOO K 27 . PAGE 67, Of THE PUBLI C R[CORJS OF ~IAMI -DAJE COU N-Y, FLOO IDA. P ~.R'CE _ 2: LOT 7, B L OCE 2, C-F" "L.~Rl<l l'J C:::N TER ", ACCO RDlt-.G TO Tt -l E r LAT --t ER EO F, AS RECORDED 1 ll PLA T BOO :< 27, PAG E 67, OF -,E PUBLIC R,CORDS OF MIAM -[J AD E COU NTY, F LOR I C•A. 75 il 6820 --,911 693) 69SI 6971 1000 -6910 6950 6970 7001 7011 7021 7031 710 1 700(I 6933 7001 702-1 7031 7041 71'130 7040 7111 7110 I 69J7 6912 6929 /1 "' 6931 7010 70ZO 7lll0 7100 7110 71ll 7020 7030 7040 7110 7120 7'1.5 7U4 !" -.... r. •,. I I I I I I ,-_o_ I. ST 7310 7320 7340 7400 7410 74 40 7450 "' = ~ 7241 731 1 7321 7331 7341 740 1 7421 7431 7437 7441 .,r <1 t -••• 6]~0 7310 7320 7.130 7340 7400 742U 7500 7510 I I I I I 63D RO 6330 6310 - 7301 7248 I I 1J11 _RJ;a9 1 7321 7JJO I I 7333 6311 7)40 I 7331 I I 6100 r .... SW73RrfST I I 6250 I I I I -r_ ......... PUD -H 7401 7411 7~Z1 701 7501 7511 7400 7410 7420 7430 7500 7510 I I I 7411 7421 7431 CD 7400 6150 -----.. ----- 5927 SW7Ditl SI r --- I 7025 !l PI 5949 DS 570 1 5818 6075 ~ I - SN72NOST L. SR 230 5859 5829 5829 S795 <; -~73RD5T r - 7410 5958 5966 -- 5950 5! 73U 7430 I j RM -24 ~ 7+'11 - •• --, 7500 ~ -··-••• 7511 7540 7S15 • --~--r • --~ ~ -~ ~ 1n1 51124 7320 7J20 5900 I I • ssso I TSDD-MU -M s901 I -.L-- 9300 S87S SW?~THTtR S880 i ---11! = --■-RM -18 7515 752D -------7541 SCALE, N.T.S. I I I I 579S 5191 -■ 5791 578i I 5774 a ssoo : ~Rt~ ] __ ...,.5""' RT -6 I 1• _ _. -7532 7548 7505 ,_ 7521 75 10 1533 7530 7230 7301 7390 1 NR ~ I ~ •I --5730 7450 7500 7520 I 7550 • BEHAR·FONT ! R ARCHITTCTUIT N PLANI.ING p. A. IN!fRIORI 4533 PONCE DE LEON BOULEVARD CORAL GABLES, FLORIDA 33146 T~ -,:~OSl740 5442 fa, (.~OS,740 s44; CE/lTlf"ICATION No, AA2451 ATLANTA ,GEORGIA, NEW HAVEN ,CONNECTICUT SOUTH MIAMI SKILLED NURSING FACILITY © 2023 BEHAR FONT PARTNERS, P.A. THE DESIGN AND DRAWINGS FOR THIS PROJECT ARE PROPERTY OF THIS ARCHITECT AND ARE PROTECTED UNDER THE COPYRIGHT PROTECTION ACT.S E A L :JAVIER FONT AR No. 12547PROPOSED 180 BED SKILLED NURSING FACILITY 7040 SW 61ST COURT SOUTH MIAMI, FLORIDA 33143DATE:04-23-2024PROJECT NO:20-067DRAWING NAME:SHEET NO:UNIT MATRIXROOMS PERFLOORPRIVATEL. SEMI PRIVATEFLOOR TOTAL3RD FLOOR738454TH FLOOR738455TH FLOOR738456TH FLOOR73845TOTAL:28152180110PROJECT NAME: 7040 SW 61 ST AVE PROPERTY ADDRESS #1 7041 SW 61ST AVE FOLI0:09-4025-011-0130 PROPERTY ADDRESS #2 7109 SW 61ST CT FOLIO: 09-4025-027 -0090 LOT NET AREA 35,230 SF /0.80 AC. ZONING INFORMATION TSDD-MU5 LOT OCCUPATION REQUIRED PROVIDED a. Lot Area 35,230 SF /0.80 AC. b. Density (Residential) N/A 180 BEDS c. Lot Coverage NO MAX. 32,700 SQ. FT. d. Open Space N/A 2,530 SQ. FT BUILDING SETBACK REQUIRED PROVIDED a. Front S.W. 61ST COURT (MINOR STREET) 1-4 Floors: None, 5-8 Floors: 20'-0" 0'-2" (1-4 Floors) 20'-2" (5-6 Floors) b. Front S.W. 61ST AVENUE (MINOR STREET) 1-4 Floors: None, 5-8 Floors: 20'-0" 0'-0" (1-4 Floors) 20'-0" (5-6 Floors) c. Interior Side 0'-0" 0'-0" d. Interior Side 0'-0" 2'-0" BUILDING HEIGHT REQUIRED PROVIDED a. Min. Height 2 Stories b. Max. Height 4 Stories 6 Stories c. Max. with Bonus 8 Stories d. Max. Height (Feet) 100'-0" 86'-0" PARKING REQUIRED PROVIDED COMMERCIAL/ RETAIL 5 PS 1 parking space per 300 SQ.FT. RETAIL 1,310SQ.FT. SKILLED NURSING FACILITY 90 PS 0.5 parking space per 180 BEDS. TOTAL PARKING REQUIRED 95 PS 114 PS BICYCLE PARKING REQUIRED PROVIDED COMMERCIAL/ RETAIL 2 PS 1 Bike parking space per every 1,000 S.F. RETAIL 1,310SQ.FT. SKILLED NURSING FACILITY 7 PS 1 Bike parking space per every 15 parking spaces required TOTAL BIKE PARKING REQUIRED 9 PS 18 PS BONUS ALLOCATIONS (Article VIII 20-8.10) ACTION BONUS FLOOR (AS OF RIGHT) ADDITIONAL FLOOR a) Develop Full Frontage w/ Street Design as part of Pedestrian Walkway System One (1) additional floor Ground Floor 5th Floor b) Cross thru from street to public space: One ( 1) additional floor Cross Thru 6th Floor 2 Additional Floors Note: 20-8.25(A) A restrictive covenant for the perpetual maintenance of the 11cross-thru's11 will be recorded with the appropriate Miami-Dade County agency in a form approved by the City Attorney. The maximum change in level between any portions of a sidewalk shall be one-half (1/2) inch, and must be beveled, with a slope no greater than 1V:2H (2:1 )." BEHAR·FONT A R 1 P. A . !RCHITICTUII Pl!II\IIIG IHTII JRS '1533 PONCE DE LEON BOULEVARD LUKAL GA~Lt::,, CLUHllJA 3::1746 Tc-:f30;1740 5442 Fax 1'!03.1740 >443 CERTlrlCATION No. AA2,1s1 ATLANTA ,G[ORGIA • N[W HAV[N ,CONNECTICUT 1/2"1/2"1/2"1/2"1/2"1/2"1/2"1/2"1/2"1/2"1/2"1/2"1/2"1/2"1/2"1/2"LOT COVERAGE: 32,700 SFSITE AREA: 35,230 SFLOT COVERAGE PERCENTAGEPROVIDED 32,700 SF / 35,230 SF=0.928%LOT COVERAGEPERCENTAGE REQ.:NO MAX.SOUTH MIAMI SKILLED NURSING FACILITY © 2023 BEHAR FONT PARTNERS, P.A. THE DESIGN AND DRAWINGS FOR THIS PROJECT ARE PROPERTY OF THIS ARCHITECT AND ARE PROTECTED UNDER THE COPYRIGHT PROTECTION ACT.S E A L :JAVIER FONT AR No. 12547PROPOSED 180 BED SKILLED NURSING FACILITY 7040 SW 61ST COURT SOUTH MIAMI, FLORIDA 33143DATE:04-23-2024PROJECT NO:20-067DRAWING NAME:SHEET NO:N.T.S.TRUCK MANUVERING DIAGRAMN.T.S.LOT COVERAGE DIAGRAM111• ti: ::::, 0 (.) ti5 L WAL'/!1/AY J' ... ----~-----------------------.. " ED ~ TSDD MU-5 --• ~01~·'.,'. ~');I ¼~~ 7,7, «;,:;~, lj,. , , ,, ,«;i X~% 1/,~ ,1/,~ ~·~, ,«½~ .&'¼/ 1/,'~; '/'.'./. , 1/,~ I ,, :,,1/,% ./·.,.a '.%~' ,I' ,,~ 1/,~ «~ .1//. 1/,ij'/ ,., ml~ 1/,~7 1/, /~,' :-1-,,3, .¼¼ '.%~1/. ««;1 ,~-~, /;l 1/, ' , ,, )~~ 1/,~ :2:;,; '.~ , • ') I II I 110 I I 10 I 11 110 -:o 11 11 11 11 0 I i9 i w ::::, z w ~ I-Cf) ~ "' 5' Cf) 11 I I I 1L IJ ' u)\..,_ ___ _ " --L,J :::, z: !:\! < ,_ !/I ;;; ~ !/I --D [J ilAi! LOOBY --• ,., ,., I - - -~ -- - -ELEV, ~,...,. -+ --C C 7 I J """"' """""" ~ ;i I.~/. I 1~'1 L_ __',J 000 BOUR R00l,I cf ~ El.EC1RlcAL """"""' liEP """'"" I RETAI. B.OJI. STAIR caat!DOR FPL VAII.T RETAI. 1,!10.0, s.r. ~ RETM. B.0.H.) LOBBY EOT"'\t: -+ 01111111111111111111111 ° 1111111111111111111111 ° 111111111111111111111 ° 111111111111111111111 ''111111111111111111111 ° 111111111111111111111 ° 111111111111111111111 ° I ED ~I I I 011 I I 01 I I I 01 I I 011 I I 01 I • • = C BEHAR·FONT ! H p. A . ARCHITICTURI Pl U 11111 G lli-lRIORS 4533 PONCE DE LEON BOULEVARD (..UHAL C.,Al:ILl::., CLOHIIJA 33146 Tel :1;05)740 5442 F,1x (,05)740 5443 CEllTll'ICATION l•fo. AA2451 ATLA"TA ,G[ORGIA. N[W HAl/[N ,CONNECTICUT 1/2"1/2"1/2"1/2"1/2"1/2"1/2"1/2"SQUARE FOOTAGESLEVELGROSSGROUND LEVEL32,700.0SQ.FT.SECOND LEVEL32,700.0SQ.FT.MEZZANINE LEVEL21,120.0SQ.FT.THIRD LEVEL26,779.3SQ.FT.FOURTH LEVEL21,377.7SQ.FT.FIFTH LEVEL21,377.7SQ.FT.SIXTH LEVEL21,377.7SQ.FT.TOTAL177,432.4SQ.FT.GROSS SQUARE FOOTAGESOUTH MIAMI SKILLED NURSING FACILITY © 2023 BEHAR FONT PARTNERS, P.A. THE DESIGN AND DRAWINGS FOR THIS PROJECT ARE PROPERTY OF THIS ARCHITECT AND ARE PROTECTED UNDER THE COPYRIGHT PROTECTION ACT.S E A L :JAVIER FONT AR No. 12547PROPOSED 180 BED SKILLED NURSING FACILITY 7040 SW 61ST COURT SOUTH MIAMI, FLORIDA 33143DATE:04-23-2024PROJECT NO:20-067DRAWING NAME:SHEET NO:SCALE: NTSGROUND FLOORGROSS AREA: 32,700.0 SQ.FT. SCALE: NTSSECOND FLOORGROSS AREA: 32,700.0 SQ.FT. SCALE: NTSTHIRD FLOOR GROSS AREA: 26,779.3 SQ.FT. SCALE: NTSFOURTH, FIFTH & SIXTH FLOORGROSS AREA: 21,377.1 SQ.FT. SCALE: NTSMEZZANINE FLOORGROSS AREA: 21,120.0 SQ.FT. 112~ ~ ' ~ ~"""""' ~-' ~---~ ~ ~i I ' ~~ ,.~ 7 ~~~~~'18t~ ~tt -"'-"'-"S."'-"-.... ~ ~ ~,, ..... , ..... ""'i:. ~~~'!~..;: .. ~~ ~..; &,~■ Ii,~;-~ ,l ' I ' ' I ' -~~-,.. J ""' I ""'"'! ~-~ • ~ I ~ ~ l ! ~ ' ~~. •~ =~==~~~~~d ... .! ~~~ iw ~~-~ ~ ~ .... ,..,.,..,,. 7 I I J ....... ... .... BEHAR·FONT A R II llCHITICTURI R 11 A 1111 ii G P. !. 111 TI RI H 5 1533 PONCE DE LEON BOULEVAnD CORf\L GI\BLES, FLORID/\ 33146 Tel ·1305)740-54"-2 fax (30;1740-5443 CE~TIIICI\TION No, AA2451 ATLA'HA,GEO~_GIA• NEW HAVEN.CONNECTICUT 1/2"1/2"1/2"1/2"1/2"1/2"1/2"1/2"SOUTH MIAMI SKILLED NURSING FACILITY © 2023 BEHAR FONT PARTNERS, P.A. THE DESIGN AND DRAWINGS FOR THIS PROJECT ARE PROPERTY OF THIS ARCHITECT AND ARE PROTECTED UNDER THE COPYRIGHT PROTECTION ACT.S E A L :JAVIER FONT AR No. 12547PROPOSED 180 BED SKILLED NURSING FACILITY 7040 SW 61ST COURT SOUTH MIAMI, FLORIDA 33143DATE:04-23-2024PROJECT NO:20-067DRAWING NAME:SHEET NO:SITE PLAN3/32" = 1'-0"SITE / GROUND FLOOR PLAN113J I -7 ·I: I \ I :• I I I I I I I I I I I I I ----1 I I I I I I I I I ,:1 I i: L __ '° I :::;I I i "-s:1 I :_ I ]'ii :rt ~11 '1I 11 11 ~ :•1 ·:,1 I I I eel :3/ I I I :,I 71 ·1 I I 1, -"I I :31 I 11 11 11 :,)/ 31 7 I I o: EI:22EI: I I ~ I ci WAL~AY 0 I 1,. I JI ,'•2--'--JO-:r:---, 1~ ~~~1 II,, 'f ,"'I-----~ II' c---~ I( I 111 I~ , i 1 I 1RASH CONTAINER I I 1., I • ,: I 7 s.• \ I I I .) 1,-----1 I I I I I IL 1' I I I I YCUNG 7 LOADING AREA ' LOADING AREA I~ I I I L ____________________________ L I _J--------------------~ KITCHEN EfJERGENCY FOOD & WATER STORAGE fJAIN ELEClRICAL S\',,TCHGEAR c=,.=cl=Hc+W4.J-. STAIR CORRIDOR FPL VAULT t;======;rr=====n======;;=~ow I 0l I I II QI I I I IL I ~)IENTE~:, I l j 01 I ~\ I-', • 0:::: 0 => N (.!) 0 z (.) Cl I-c5 en -' ..-0::: co w (.!). $ :Z:\ .'.5 Ul'. en CJ) CJ) <( a.. I 0~ 0 I -' ~ w Cl CJ) ~ z EXEC. DIR. C Cl [l IJ -m-[l = I ) BUSI ESS 0 F. FACILITY OFFICE AREA KITCHENETTE 1,-,-,-,,r, l) -c;lh .. tl 1::: SERV. ELEV. [" J HR SER~CE CORRIDOR I I I LJ I J'~~~~*=====~w~-r I L/ I . I LJ 0 CLEAN LAUNDRY STORA~~ ,,'-_)} =/==/] ELEV. AfJBULANCE PARKING a c®A1: SUPPLY ~RGE~ STAFF LOUNGE 000 I II ,_,, ' BOILER ROOM O" ., .. &61 (ABOVE) fJEP CORRIDOR I I RETAIL B.O.H. ...................... ::TOO\•:,:··:::::,:,: a.oti ELEV. I. T. LOW PUfJP ROOM VOLTAGE RETAIL 1,310.02 S.F. (INCL RETAIL B.O.H.) LOBBY ·~ .7 ,, I ENTRY DRIVE ..... ONE WAY DRIVE .....EXIT DRIVE I •• I I I • I , 0 OPEN PLAZA AREA C ENERATOR EMERGENCY ELEClRICAL 01111111~1111111111111°111111111111111111111;0111111111111111111111 ° 111111111111111111111 °1111111111111111111111 ° 111111111111111111111 ° 111111111111111111111 ° ,\,'J PASEO DAC't:n I r□ne:c:~ TIJDI I I f"\VL-V I VI '\..'V\.I I I II \.U' 0 11111111111111111111161111111111111111111110111111111111111111111•61111111111111111111110 1111111111111111111110111111111111111111111;.01111111111111111111110 I , /·, -------~-----------------l----~~=""'1-t_,,,____.. ____________ ~,!~~-----~7j 'I J T I ,,~ / I r l\v I 1· -;/1 w/ ~-•• ____l i_l____'_!:'.':_ C. __ ., I CD 0 0 r , 01 .. 1=1 I .--~1 I I I 01 I ~ I __J . -,,, ~ at· w ,._<,I Cl "" CJ) s w z I 01 I ' I <i I =IJI 01 -:.J I I I -<I I ' I I I I •. , I I I I I I 1---y I I I I ~ :z w ~ I--en ..-co / c..:....::... ·r BEHAR·FONT A R 1 P. A . !RCHITICTUII P I !II\ 111 G IHTII JRS '1533 PONCE DE LEON BOULEVARD LUKAL GA~Lt::,, CLUHllJA 3::1746 Tc-:f30;1740 5442 Fax 1'!03.1740 >443 CERTlrlCATION No. AA2,1s1 ATLANTA ,G[ORGIA • N[W HAV[N ,CONN[CTICUT TERRACEAT 3RDFLOORLEVELROOF ACCESSLEVELSLAB @ 2ND LEVELSLAB @ 2NDLEVELTERRACE @3RD LEVELTERRACE @3RD LEVELSLAB 3RDLEVELPRIVATETERRACE @3RD LEVELPRIVATETERRACE @3RD LEVELSLAB 3RDLEVEL1/8" = 1'-0"ROOF PLANSOUTH MIAMI SKILLED NURSING FACILITY © 2023 BEHAR FONT PARTNERS, P.A. THE DESIGN AND DRAWINGS FOR THIS PROJECT ARE PROPERTY OF THIS ARCHITECT AND ARE PROTECTED UNDER THE COPYRIGHT PROTECTION ACT.S E A L :JAVIER FONT AR No. 12547PROPOSED 180 BED SKILLED NURSING FACILITY 7040 SW 61ST COURT SOUTH MIAMI, FLORIDA 33143DATE:04-23-2024PROJECT NO:20-067DRAWING NAME:SHEET NO:114I I I Tl I ,. 1 I I 7 I 19'-4" 13'-6" I 'I I C> ;... 12'-10" I. -'s-'I \ ,-• TOP OF PARAPET • FFE. + 96.00' ~ ' I I I II i ~ ii I II ~ ' ~ ~ ~ ~ ii ~ ~ {Jtt I II ~ ' ~l n ' ' ~ ~ I k, 1~1,1 J u ( . ~ 18'-0" ·-7 '\II' ~ 11 -~( 18'-8" 54'-2" ~ ~n ' ' I II II I I ' i'-2!!-~ ~ ~ I II ~ ' Ill II ts ~ ~ i ~~ rl,, TOP OF PARAPET / Y FFE. + 96.00' I. 0 =I LJ ---"' 22'-8" TC P OF PARAPET.-., / FFE. + 96.00' 'I' 9' to == -,I -/ □ □ , ,,. "' M 13'-7" IT-9" SETBACK , / . 4'-3" . 21'-6' 21'-6" / I I I ,.,. ~ 62·-2· _ 13'-7" _ I --J'---------------~ ... '-"t;;"-----------------''=--"----------------------------------,F-------'"-'----=--._J , 110'-8" I\ I X I/ \ ~ FFE. + 34.00' TOP OF PARAPET Y FFE. + 96.00' 21'-B" FFE. + 86.00' 21'-8" r1o. TOP OF PARAPET / V FFE. + 96.00' ~ FFE. + 34.00' 59'-1" 21'-6" ' 21'-6" ~ / / ~ -/ 22'-8" [\ r1o. TOP OF PARAPET V FFE. + 96.00' , == -).., ~ ~ □ □ 22-11" -I -I . 18'-8" --~·, 0 JI, u 11 I\~ ·\' 18'-8" 54'-2" ~ r 1111 I~. 111 II ~ II II II I I~ D II II ~ "' "' ;ii ,_ tJ ' 12'-10" , TOP OF PARAPET.-., / FFE. + 96.00' 'I' ~ I I ',\01□1 I II i A TOP OF PARAPET / V FFE. + 96.00' 32'-7" ED 32'-B' . , --., , "<'\r:·t ;.~. ~, -;,-;, ,. 19'-2' 1 j I ~ I I l I I i--_____,..,1--rc -• I 14'-6"22'-3"4"6'-0"4"8'-2"4"15'-2"6"5'-2"4"3'-7"13'-2"6" 23'-3"BEDROOMBATHROOM352.62 SQ.FT.BEDROOM #2BEDROOM #1450.95 SQ.FT.BATHROOM3"11'-0"6"11'-0"3"23'-0"6"9'-3"6"2'-0"10'-6" 22'-9"8"6'-7"2'-11"5'-2"3"15'-7"7'-5"3"7'-2"9'-9" 13'-0" SOUTH MIAMI SKILLED NURSING FACILITY © 2023 BEHAR FONT PARTNERS, P.A. THE DESIGN AND DRAWINGS FOR THIS PROJECT ARE PROPERTY OF THIS ARCHITECT AND ARE PROTECTED UNDER THE COPYRIGHT PROTECTION ACT.S E A L :JAVIER FONT AR No. 12547PROPOSED 180 BED SKILLED NURSING FACILITY 7109 SW 61ST COURT SOUTH MIAMI, FLORIDA 33143DATE:07-13-2023PROJECT NO:20-067DRAWING NAME:SHEET NO:UNIT MATRIXROOMS PERFLOORPRIVATEL. SEMI PRIVATEFLOOR TOTAL3RD FLOOR738454TH FLOOR738455TH FLOOR738456TH FLOOR73845TOTAL:281521803/8" = 1'-0"TYPICAL PRIVATE UNITS3/8" = 1'-0"TYPICAL SEMI PRIVATE UNITSA-1.6115' -I I ----I I ->c<J I I I I I I ---'::_-':::~ -I I -I .---. ' I ! ' '· ,, ,, ·-' I ' -~--lJ I ----, ."---·, ' ' ' I I I I I ' I ' ' <--~ +-i I ~ 1 -1~:1 I :,:) .a • !( ·,~< = . // I I • I I I I I I le -e; ' ~ -_+-I __ -_-_ l-1_ -I I ' I I It ---'It'·____ · I I I ~ □ ----'I ' . T 'f' I '::12 ' I (c~:1/ -I I I I I 1/2"1/2"1/2"1/2"1/2"1/2"1/2"1/2"GROUND LEVELEL. -0'-1"(12.72' N.G.V.D.) GROUND LEVELEL. -0'-1"(12.72' N.G.V.D.) GROUND LEVELEL. +-0'-0"(12.80' N.G.V.D.) GROUND LEVELEL. +-0'-0"(12.80' N.G.V.D.) GROUND LEVELEL. +-0'-0"(12.80' N.G.V.D.) 1/8" = 1'-0"GROUND LEVEL FLOOR PLANSOUTH MIAMI SKILLED NURSING FACILITY © 2023 BEHAR FONT PARTNERS, P.A. THE DESIGN AND DRAWINGS FOR THIS PROJECT ARE PROPERTY OF THIS ARCHITECT AND ARE PROTECTED UNDER THE COPYRIGHT PROTECTION ACT.S E A L :JAVIER FONT AR No. 12547PROPOSED 180 BED SKILLED NURSING FACILITY 7040 SW 61ST COURT SOUTH MIAMI, FLORIDA 33143DATE:04-23-2024PROJECT NO:20-067DRAWING NAME:SHEET NO:116(1) 10' WIDE ROLLU DOOR& I (2) 13' WIDE ROLLUP I o· I L .194' JII ----------~-------------------------~----~==::;-;::=~{] -----------------rr==~;::;::;::::::;:::;±= -------------------------' I ______________________________ J 9~2" 6'-2" I -1-= STAIR CORRIDOR ~ DOOR ARE BEING +---,-~r-iH5~---J PROVIDED FACING I I 1 B'XB' 20 YARD : TRASH COMPACTOR ~++++-+-+---MAINT. \--7 EMERGENCY FOOD I \ ; I q I \ I I "' & WATER STORAGE SW 61 COURT, FOR I THE REMOVAL OF THE TRASH COMPACTOR AND THE LOADING. w z 2 (9 :z ~ -' 0:: w (9 z cl:i en 'ct. c !j I I ' 11 11 I I I I I I I -·1 I I I I I I I I I I I I •! I I ,, I I I -' cJ <'.,' -~ = ~ I I--I I I :o I I •h 'o I I I 0 I -., I 1 I " -I ::t ... I lO ,! -I I I I I I -~ · w C <C u a:: <C 1 T ASH CONTAINER I ·-~" 35'-0" CLEAR HEIGHT IN THIS $PACE TO BE 14'-0" MIN. LOADING AREA r=-1·, I I I_..-=!..., 5'-6" 8'-0" L-------~--------~ ,-------~--------, ~ LOADING AREA ~ -MDS ADM1$SIO s BUSl~ESS OFF. i L KITCHENETTE EXEC. DIR. C (,-[~1 ·-'·-=-·' [] -ml--SERV. ELEV. ~TORAGE 17'-8" 5' " $ MAIN LOBBY 0 _, ... 0 ~ 43'-8" ENTRY DRIVE ~ 31'-2" NO E: MAXIMUM CHANGE IN LEVEL BETWEEN ANY PORTION OF SIDEWALK AND PEDESTRIAN WALKWAYS SHALL BE 112" AND MUST BE BEVELED, WITH A SLOPE NO GREATER THAN (2:1). 8' 20'-4" '22'-7" ENE ATOR 9'-5" ELEV. ELEV. 5'-6" SOCIAL SERVICES ,, HR 8'-0" SERVICE CORRIDOR 1/2" 22'-3" NOTE: MAXIMUM CHANGE IN LEVEL BETWEEN ANY PORTION OF WALK WAY AND PAVEMENT SHALL BE 112" O' O' 8" AND MUST BE BEVELED, WITH A SLOPE NO GREATER THAN (2:1). EMERGENCY ELECTRICAL 'iir++-l=====I) 37•.4• 8" I. I I \ I I I 16'-3" SOILED LAUNDRY CLEAN LAUNDRY I I \ I L_'l _ _j ,-::::-7,-::::-7 L ___ L __ _ I' ~ 1'r-. O" I 11/ 'h ,, AMBULANCE PARKING ,;, ~ CD 7'-4" D D ~ ~ <C = ,9,,:,. 102'-6" I 1111111ui1~1111111 I 17'-9" ----------------I \:/._ I 1 INli. KE I I 1up\ I I 1 \ I l. - -..:, 74'-1" KITCHEN 6 27'-5" 10•CO 7'-2" gi STAFF LOUNGE -,7 C/@ ~~~--,-11 '' -O[ ~ '2f ~~ ,:,. CD PASEO 0 0 "' -., 't ,__ CENTRAL SUPPLY 18'-0" 22'-10' ;-PL VAULT MAIN ELECTRICAL SWITCHGEAR 8'-0" 19'-11" ~ I.T.' ~ow 9 67' ABO E L===========-b '11 ;::::11-==l:===f:=.~i'...j-==t====::::::::iii::=::t:::::::;::i MEP CORRIDOR~ I 8.67' (ABOVE) ~ RETAIL B.O.H. RETAIL ~ 9 1,310.02 S.F. 0 0 0 N "' N (INCL. RETAIL B.O.H.) N ,/ $ ·~ ~ BOILER RO M 1/2" El1b . _, = 13'-0" ......................... .. . l"o·o• ........................ . .. . . . . . . .. . . . . " ............ . . . . . ~ . . . . . . . . . . . . . . . . . . . . . . . . . . ............... 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THE DESIGN AND DRAWINGS FOR THIS PROJECT ARE PROPERTY OF THIS ARCHITECT AND ARE PROTECTED UNDER THE COPYRIGHT PROTECTION ACT.S E A L :JAVIER FONT AR No. 12547PROPOSED 180 BED SKILLED NURSING FACILITY 7040 SW 61ST COURT SOUTH MIAMI, FLORIDA 33143DATE:04-23-2024PROJECT NO:20-067DRAWING NAME:SHEET NO:117'r,. - - ----32'-10" 25'-1' OPEN TO BELOW "' ' ~ N 18'-0" I 111111 I I • 18'-0' I. ® 18'-0' I, ------,. I I ~ a? -e_ q "' ... ----' .. -6 ® -·' ~ ' --' ,-12'-0" I. ~-0" ~·-at 9'-0" I ,, " " :;; ~ ~ FFE. + 20.92' 23'-0" 9'-0" <<·@·s· ·a·•··•<<<·• ................. @·s .. 7·• ........... •·• . . . . . . . . . . .............. . . . . . . . . . . . . . . . . . . . ...... . . . . . . . . . . . . ............. . ................................... ............. ............. ~ 111'-4" ' I \ I \ I 1NiAKE iup\ I \ ' \ --. . . . . ..... . ........... , .......................................... , ... . 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" ~ • • • • ' •••••••••••••••••••••••• ' " •••• p • • • • • • • ••• ' • • ..................................... . ::::::::::::,:::::::::::::::::::::::::::::::::::::::::: ::::::::::::·::::::::::::::.::.::.::.::.::.:::::"::~: .. ::::: ::/:??::::::::::::: :.::. •.::.::.::.::.:i::.::.::.::.::.::.::.::.::.::.::.::.::.< .:.,8·~-:0. ::.::.::.::.::.::.::.::.::::::::::::::-: ::::::::::::::::::::::>:::::::·:<:>:·::::::::::::::::::::::::::: • I.· , ........................................ 18'-0" ............................ ~· ~ ELEV. j ----7 I I I 1e·-iv' I II I 1; 1; 1; 1; I I ~® 16'-0" .; 6'-0" - - -4 b, ~ 9 ., I, 5'-0" , ' 23'-0" ' • 12'-0" 9'-0" I, 9'-0" I, ., -39'-0" 9'-0" ,, MEZZANINE PARKING LEVEL @ +23.67' • 55 PARKING SPACES 9'-0" f-61, 9'-0" I, ., ,, ., -...................... ~ .............................................. . ···········O· • • • • • • • • • • • • • • • • • • • • • I • • • • • • • ' • • • · ............... •.·.• ............... ·er. ............................................ . . . . . . . ......... . . . . . . . . .., . . ....... . . . .. .... •.• ...... • .......... ~~.·.·.····· ••••••••••••• . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ' L___J 9'-0" t-6", 3'-0" ,, 24'-8" . . . . ~ FFE. + 23.67' 9'-0" 9'-0" I, 9'-0" 9'-0" 9'-0" 9'-0" ., ., ., ., ., ., --, :=:============:::;, @) OPEN TO BELOW 18'-0" ·1 I 26'-6" ® @) 18'-0" ELEV. ~ Hf---7f---71 UP OPEN TO BELOW 32'-B" 24'-2" OPEN TO BELOW 1D!. I I lU -, I I --', '-=============~========t=====::::::;;::;:::::::::j~=========~+============================================================================~============::-============~======::::::::..i 11s-----•~I -----t,.~ .. ~s-13'-3" In!. 24'-1" nm. 17'-9" 94'-3" " , ., ., OPEN TO BELOW ~ ~ ~ N ED II C Q " ' ~ 20'-4" ~ ~ 23'-3" -&-18'-0' l O;, 17'-9" ' . ., '' . , " ---.... e--. ~ ---BEHAR·FONT A R 1 P. A . !RCHITICTUII P I !II\ 111 G IHTII JRS '1533 PONCE DE LEON BOULEVARD LUKAL GA~Lt::,, CLUHIL)A 3::1746 Tc-:f30;l740 5442 F,x 1,o;,740 >443 CERTlrlCATION No. AA2,1s1 ATLANTA ,G[ORGIA • N[W HAV[N ,CONN[CTICUT AREA: 4,361.4 SQ.FT.AREA: 5,114.07 SQ.FT.1/8" = 1'-0"SECOND LEVEL FLOOR PLANSOUTH MIAMI SKILLED NURSING FACILITY © 2023 BEHAR FONT PARTNERS, P.A. THE DESIGN AND DRAWINGS FOR THIS PROJECT ARE PROPERTY OF THIS ARCHITECT AND ARE PROTECTED UNDER THE COPYRIGHT PROTECTION ACT.S E A L :JAVIER FONT AR No. 12547PROPOSED 180 BED SKILLED NURSING FACILITY 7040 SW 61ST COURT SOUTH MIAMI, FLORIDA 33143DATE:04-23-2024PROJECT NO:20-067DRAWING NAME:SHEET NO:118'r,. ----------~ ~ 32'-10" 18'-0" ,. 111'-4" "' I --I ~ a? -e_ q ao --' .. -~ @ @ @) ® ' ................................... J 18'-0" . ·1 I i1 ' '( ~~ -\~ I I ~ I ~ I 32'-B" ., _) ) ~ ~ STORAGE & ../ [G: CLEAN HOLDINI SOILED 0 UTILITY o, 1D!. I I . 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Q 11 LJ IL HUMA~ • "' " ES . 00 00 STAFFI~ G COORD I, 23'-0" 23'-0" . .. ... . . . . . . . . . . . . . . . _. . . . . . _. .. '_._._. _._._._. _. _. ....... ~. _._. . _._._._._. _. _. _. _. _. _. _. _. .... "· . . . . .. ................. ~ K TCHENETTE --+------~ = J STORAGE WORK ROOM \ . -......._····.··· .. •••••••••••• ... •••.•••• . ....................... . . . . . . . . . . . . . ................. . •••• ' •••••••••••••••••••••••• ' " •••• p • • • • • • • ••• ' • • ..................................... . ........................................................................ ........... ® ............................... @) ................................... ® .............................. ® ................... . ............. 53· ....................... ·55· ............................ 57· ...................... ·59· .......... . " .. ". . . . . . . . .. . . . . . ......... 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SUITE □0 3J -/ t:::J O-! •. ~ ' 9 0 0 0 0 0 0 0 0 0 0 0 ~ ! ·t ~ o~,6i, l-/ SPEECH THERAPY □D□ ' .. . :;-~ I " ----~1---~,-~ .. ~ 13'-3" In!. 24'-1" nm. (0 I WORK ~ ,L 17'-9" 94'-3" " TOILET 1 ROOM Jo ,,_ -ltdo " -----I/ MEDICAL RECORDS ELECT. ;r-L::::::==~=====::::;.,~TODIA~ __ ~ A ~ • STORAGE x11 '' --Q c++-+----+--+ 18'-0' , ., ., ED " l ~ 17'-9" , BEHAR·FONT A R 1 P. A . !RCHITICTUII P I !II\ 111 G IHTII JRS '1533 PONCE DE LEON BOULEVARD LUKAL GA~Lt::,, CLUHllJA 3::1746 Tc-:f30;1740 5442 Fax 1'!03.1740 >443 CERTlrlCATION No. AA2,1s1 ATLANTA .G[ORGIA • N[W HAV[N ,CONN[CTICUT PSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPPPPPP20'-2"13'-6"18'-0"18'-8"13'-6"20'-0"8'-3"154'-3"21'-9"3'-9"24'-0"63'-4"23'-4"20'-2"23'-0"20'-2"13'-10"27'-5"8"0"17'-9"8'-4"25'-5"15'-6"6'-8"21'-6"41'-5"8'-4"22'-11"8"9"50'-9"47'-2"15'-2" 11'-1" 1'-11"146'-1"2'-0"63'-4"118'-10"20'-0"SPSPSPPSETBACKSETBACK SETBACKSETBACK20'-4"SETBACKSETBACKSETBACKSETBACK1/8" = 1'-0"THIRD LEVEL FLOOR PLANSOUTH MIAMI SKILLED NURSING FACILITY © 2023 BEHAR FONT PARTNERS, P.A. THE DESIGN AND DRAWINGS FOR THIS PROJECT ARE PROPERTY OF THIS ARCHITECT AND ARE PROTECTED UNDER THE COPYRIGHT PROTECTION ACT.S E A L :JAVIER FONT AR No. 12547PROPOSED 180 BED SKILLED NURSING FACILITY 7109 SW 61ST COURT SOUTH MIAMI, FLORIDA 33143DATE:07-13-2023PROJECT NO:20-067DRAWING NAME:SHEET NO:ROOM SCHEDULETYPE OF UNITSBEDS PER FLOORPRIVATE7S. SEMI PRIVATE38TOTAL45A-1.3119------... ,------- ------------ ---- - -ROOF AREA ,~----1 , -v v --u ELEV. , , , Il ELEVATOR LOBBY ELEV. ""' El~ = SERVICE AREA (/") (/") --UNIT PRIV. TERRACE (3RD LEVEL) :c::::;':'~==Lf ------------------------------" -u ~----S lrl-_) PANTRY _) : I ' I ' coMMoN ITI RRACE (3RD (E EL) 1,61q '. .F. I ' I i : I DININC UNIT PRIV. TER (3RD LEVEL) ------------------------------J===~::::(: ACTIVITIES AREA ;'\ JC /" ' ,, / ;i, p --------------------\,// ROOF AREA I I I I ...:J , ALCOVE ALCOVE (/") I\ ( ----------.,./' ----------.,./' .,./' -----------', .,./' -----------" 1;, 1/,,1 1--1 I<' ,._, 6 CHARTING (~', I I I l~ ,;-ell -I ------1 11\\></ -I h/ /,_ .-------- ------------ ------------------------ -__ ,__. ___ ----~ ,--/----" ---l,f------f--------------------------------------------r-·--------jf-' ,___ _ ffi----=' 11,1 JI ' ~ STORAGE I I I ED I __ J PSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPPPPPPPSPSP8'-3"176'-0"3'-9"41'-11"17'-9"25'-4"13'-7"4'-2"39'-4"20'-2"23'-0"22'-11"59'-2"22'-11"32'-7"20'-0"2'-0"146'-1"1'-11"20'-2"13'-6"42'-0"4'-4"59'-0"18'-8"13'-6"20'-0"65'-5"13'-4"35'-8"26'-2"16'-8"8"16'-10"12'-8"9'-3"10"8'-4"47'-7"8'-6"13'-3"41'-2"8'-4"22'-11"8"20'-2"23'-4"2'-0"20'-2"23'-1"20'-1"SETBACKSETBACKSETBACKSETBACKSETBACKSETBACK 6'-11" SETBACK SETBACK SETBACK TERRACE @3RD LEVELTERRACE @3RD LEVELPRIVATETERRACE @3RD LEVELPRIVATETERRACE @3RD LEVEL20'-4"SETBACK1/8" = 1'-0"TYPICAL LEVEL FLOOR PLANSOUTH MIAMI SKILLED NURSING FACILITY © 2023 BEHAR FONT PARTNERS, P.A. THE DESIGN AND DRAWINGS FOR THIS PROJECT ARE PROPERTY OF THIS ARCHITECT AND ARE PROTECTED UNDER THE COPYRIGHT PROTECTION ACT.S E A L :JAVIER FONT AR No. 12547PROPOSED 180 BED SKILLED NURSING FACILITY 7109 SW 61ST COURT SOUTH MIAMI, FLORIDA 33143DATE:07-13-2023PROJECT NO:20-067DRAWING NAME:SHEET NO:ROOM SCHEDULETYPE OF UNITSBEDS PER FLOORPRIVATE7S. SEMI PRIVATE38TOTAL45A-1.4120-- -----~------- ---- ---- ---- ---·~ --, I, -JUlru\U ELEV. ELEV. / t==~~ --, u Il ELEVATOR , , I, , I, ·1 '----------'~---------------------,~=-~-;;;;;;;;;;;~-~-~-----~,-----, ' '(' C---+---j-+--+-+---+-°= ~ D ~ ~ ~~ • • • .) 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THE DESIGN AND DRAWINGS FOR THIS PROJECT ARE PROPERTY OF THIS ARCHITECT AND ARE PROTECTED UNDER THE COPYRIGHT PROTECTION ACT.S E A L :JAVIER FONT AR No. 12547PROPOSED 180 BED SKILLED NURSING FACILITY 7040 SW 61ST COURT SOUTH MIAMI, FLORIDA 33143DATE:04-23-2024PROJECT NO:20-067DRAWING NAME:SHEET NO:121 1'-8" I ______j I I r I 0 ::§: I rn I rn oo ,--1 I~ ·, )> 1·+ ~o 17-1 ' -c..,_ 00. 19 • G) ~~ I~ I!" Po ~m 0, Io:! z 1z ~ G) 1< CJ 1-9 ~ PROPERTY Ll l'rl E 14'-0" I --+---- ----1- - - - I I I I I I I --I ,;;;m;m;;;;m;,;;;;;;,;;,!;;;;;i;;,;;;;;;i;;;;,, mmm,:mm:mm,mm1,!III I l!I~ ml I m• ,~1:1~~:i:~i:111~;!:ii!i,!i 1 1:!;fi1!1!~:11 ~~1:1~1i;i:~!i!1!1i;i1i1i~~i!i~ii!i!~:11!( it I ii! I ilj I 11! I Ii! I i!j I !I! 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THE DESIGN AND DRAWINGS FOR THIS PROJECT ARE PROPERTY OF THIS ARCHITECT AND ARE PROTECTED UNDER THE COPYRIGHT PROTECTION ACT.S E A L :JAVIER FONT AR No. 12547PROPOSED 180 BED SKILLED NURSING FACILITY 7040 SW 61ST COURT SOUTH MIAMI, FLORIDA 33143DATE:04-23-2024PROJECT NO:20-067DRAWING NAME:SHEET NO:122 1'-<l" I PROPERTY LINE r=· --·· :t:::· --•• -·1·-•• ----•• I r:··-··-··-·· I .,,J ' I I I --------------------,--------------------- 1 ' I ~::L:\( , /:'. ::. ,. . \}~ ·\'.·\~·i t(:!n . , .. • . .-.,.. ',,\'. • C .-J• • • ~: •,J· ~ ( (;;{\1 ,: ' .. , -~ :i\:~i I I : -:_:- ,'.'" "'i- />1 I ~·-oi 8'-0" J :~i;1~f; -)::':>-:.:: ~r;,?,. , .... ~--?AA~;.i :f~~t! ,,. ...... -~·. ~ j\} 5'-0 :)?;;i: i;:l1 ~ !;· j;:~1!if.:l ::; • !". \ .. '· {1/:-,_.,, . ' . . ; :., ~, . . -.. ., ,•, ·' . ;~' . •,: -,: ;;, " :t ") ~-- ~ -' ~• OJ ,,., ''8''o',. 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THE DESIGN AND DRAWINGS FOR THIS PROJECT ARE PROPERTY OF THIS ARCHITECT AND ARE PROTECTED UNDER THE COPYRIGHT PROTECTION ACT.S E A L :JAVIER FONT AR No. 12547PROPOSED 180 BED SKILLED NURSING FACILITY 7040 SW 61ST COURT SOUTH MIAMI, FLORIDA 33143DATE:04-23-2024PROJECT NO:20-067DRAWING NAME:SHEET NO:123 PROPERTY LINE •;;,;i~x~~~i~f i PROPERTY LINE 14'-0" 1'-8" 15'-0" I _____j r ~ m men ,-I ·, )> ~o ' c... 00 • ...:G) '5~ "'0 qm z § - I I I G) ,;o lmO 1,c I + z oO 16• I =m ~< 1.1 m 1~· I <>:! its 1a i- i I I I I I I I I I I --- --t -1-· - --- -:-----------__ , __ ------__ , __ -----1-----___________ _L __ _ I I I rt••~L -.• ~J I 1-~~:~ 1 =1 I L.A .• i .•.•. t: .•.•.... :l.i,11, ....... :.: .•.•.•........ :\\. .. L:J.:: !!i I I iii ' !ij ~~~~=i :,1 !!~ ' ·•1 ••·=·=·t -;:_:_:_~-=-;=·=·:~~,-t -:_:_ 1 ~-=·::-:-:~_,._.I ' I I ::1 I ''I le""""~~"'-I: ~-II! I llj fi!.::•:~•f•::~•;::.::•:~•:;:":::"::F::"i!~j,•i~:•::~•,::1T~•~:•::;"?"I:~:;::~::::::;::::~~:::~:~:::~:;:: !!~ ~~~' cc.'l=i II! I Ii! 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THE DESIGN AND DRAWINGS FOR THIS PROJECT ARE PROPERTY OF THIS ARCHITECT AND ARE PROTECTED UNDER THE COPYRIGHT PROTECTION ACT.S E A L :JAVIER FONT AR No. 12547PROPOSED 180 BED SKILLED NURSING FACILITY 7040 SW 61ST COURT SOUTH MIAMI, FLORIDA 33143DATE:04-23-2024PROJECT NO:20-067DRAWING NAME:SHEET NO:124_I w• z -' ~ w o._ O, ct:' o._ -~ , •• , -,-,_._. > ,.,,. ·1 r-'~'""'-----------~-~ ,_ _____ _,___ - -w Cl ~ (.!) • I-0 z ' w "' t:) 00 < --, Cl < I-.,_: en w en I-I_ ' w z 6 5' -' ' "' ~ .,. ~ ~ w o._ ,O ' ct: o._ PARAPET WALL EL.+96'-0" ROOF LEVEL EL.+86'-0" _,_,~_.S-l=X~T~H~L~E~V~EL.._ _____ _ "'17 EL.+ 73'-0" FIFTH LEVEL EL.+60'-0" FOURTH LEVEL EL.+47-0" ---{.~1'1----T~Hwl~R~□~L.E~V~E~L ______ _ "'17 EL.+34-0" MEZZANINE LEVEL EL.+23'-8" ---~---S-EC~O~N-□~L~EV~E-L _____ _ "'17 EL.+15'-0" GROUND LEVEL EL.+0'-0" (+12.55' NGVD) LOWEST ADJ. GRADE EL.-1'-8" (+10.90' NGVD) BEHAR·FONT A R 1 P. A . !RCHITICTUII P I !II\ 111 G IHTII JRS '1533 PONCE DE LEON BOULEVARD LUKAL GA~Lt::,, CLUHllJA 3::1746 Tc-:f30;1740 5442 Fax 1'!03.1740 >443 CERTlrlCATION No. AA2,1s1 ATLANTA ,G[ORGIA • N[W HAV[N ,CONNECTICUT SCALE: 1/8"=1'-0"SCHEMATIC SECTIONSOUTH MIAMI SKILLED NURSING FACILITY © 2023 BEHAR FONT PARTNERS, P.A. THE DESIGN AND DRAWINGS FOR THIS PROJECT ARE PROPERTY OF THIS ARCHITECT AND ARE PROTECTED UNDER THE COPYRIGHT PROTECTION ACT.S E A L :JAVIER FONT AR No. 12547PROPOSED 180 BED SKILLED NURSING FACILITY 7040 SW 61ST COURT SOUTH MIAMI, FLORIDA 33143DATE:04-23-2024PROJECT NO:20-067DRAWING NAME:SHEET NO:125______ _____,i.___ -~ TOP OF PARAPEL EL. +96'-0" -~----',i r===========t==~==========+----------_J _____ :~~~ I 24 BEDS SKILLED NURSING FACILITY : -~ RO~L-~~¥,~~ COMMON AREA 21 BEDS ! I I I I I I I I --, ----I I I I 24 BEDS SKILLED NURSING FACILITY COMMON AREA SKILLED NURSING FACILITY 21 BEDS I I I ~ I ~ I I --. _l" __ _j____ -I I I -~ _ _ _ _ COMMON AREA 21 BEDS r====t====~====+----=-_J 24 BEDS I I I 24 BEDS SKILLED NURSING FACILITY 21 BEDS I I - - - - -t--,-~-' ~ I (!) I . 6 !z 0 ' W I _, <0 C,) I I I n--'.11'+-----_. I (") 1.----------_J I I I I -1------1 I I I I i J f--------l w• z, ~I ARCADE 0:: I w 0.. I ~I 0.. -------OFFICE LOBBY/ :t B.O.H.TRASH / .... ~ KITCHEN COMMON AREA 6 "' _, 0 ~ ' "" PARKING 55 P.S. I 6 ' "" 6 ' PARKING 56 P.S. "" I F--' ~ ~ PARKING 3 P.S. ~ 00 <C R------~'.'i' L_ i ! CV:, I ~ U) I:.->( C,), ~ l;..1.S~ o I CJ) ~ : 6 ca I ; -------I = "q" THERAPY GYM --f -; -~ -RETAIL/ B.O.H. I I I ,----_,_ _ -_j____ -it---------l I j •w I Z -ARCADE I~ 0 I 0:: .~ ~ FOURTH LEVEL EL.+47-0" ~ THIRD LEVEL EL.+34-0" ~ MEZZANINE LEVEL EL. +23-8" A GROUND LEVEL EL. +0'-0" (+12.55' NGVD) LOWEST ADJ. GRADE EL.-1 '-8" (+10.90' NGVD) BEHAR·FONT ! H p. A . ARCHITICTURI Pl U 11111 G lli-lRIORS 4533 PONCE DE LEON BOULEVARD (..UHAL C.,Al:ILl::., CLOHIIJA 33146 Tel :1;05)740 5442 F,1x (,05)740 5443 CEllTll'ICATION l•fo. AA2451 ATLA"TA ,G[ORGIA. N[W HAl/[N ,CONNECTICUT NOTE:1. PARKING STALL & AISLE SHALL NOTEXCEED 1:48 SLOPE2. VAN ACCESSIBLE PARKING STALLSHALL HAVE A MIN. VERT. CLEARANCEOF 8'-2"18'-0" 2'-0"4" WIDE WHITE PAINT STRIPEPRECAST CONCRETE WHEELSTOP ADHERED TO SLAB, DET. 2WHITE 4"4"8"12"NOTE:PARKING STALL NUMBERS SHALL BE 3DIGITS AND PAINTED WITH WHITE PAINT4'-6"4'-6"4"16"WHITEWHITE 24"4"4"4"HANDICAP PAVEMENTSYMBOL DET. 34" BLUE PAINT4" BLUE PAINT2'-0"HANDICAP SPACE AND AISLE5'-0"12'-0"18'-0"HANDICAP PARKING SIGNWALL MOUNTED OR POST WITHPOST BASEPRECAST CONCRETEWHEEL STOP ADHERED TOSLAB, DET. 22'-0" BLUE WHITE 24"8"8"9'-0"2'-0"1'-0"6"4"1' -0 "1'-0"111°7°3°R= 1 ' - 8 " R=2 ' - 0 "6" RADIUS℄8"4"2" 6"PARKING SURFACE#4 BAR THRU WHEELSTOP 2'-0"2'-7 34"PRECAST CONC.WHEEL STOP7 34"6" x 6"NOTE 1 :ALL PRECAST CONC. WHEEL STOPS OVER CONC.SLAB SHALL BE SECURED WITH EPOXY ADHESIVE.NOTE 1ONLY. (MIN. 12" LONG)AND ASPHALT PAVING3"4 34"WALL LINE(TYP.)10'-0"3'-0"HOT DIPPED GALVANIZED STEEL PIPEBIKE RACK BY HUNTCO BR9 INSTALL ASPER MANUFACTURER SPECIFICATIONS10'-0"2'-0" SOUTH MIAMI SKILLED NURSING FACILITY © 2023 BEHAR FONT PARTNERS, P.A. THE DESIGN AND DRAWINGS FOR THIS PROJECT ARE PROPERTY OF THIS ARCHITECT AND ARE PROTECTED UNDER THE COPYRIGHT PROTECTION ACT.S E A L :JAVIER FONT AR No. 12547PROPOSED 180 BED SKILLED NURSING FACILITY 7109 SW 61ST COURT SOUTH MIAMI, FLORIDA 33143DATE:07-13-2023PROJECT NO:20-067DRAWING NAME:SHEET NO:A-5.1SCALE: 1/4" = 1'-0"TYPICAL PARKING STALL AND PARKING STALL FOR PHYSICALLY DISABLED1SCALE: 1-1/2" = 1'-0"TYPICAL HC SYMBOL3SCALE: 1-1/2" = 1'-0"TYPICAL WHEELSTOP4SITE DETAILSSCALE: 1/4" = 1'-0"ELECTRIC VEHICLE CHARGING STATION SIGN2(ZONING CODE, CHAPTER 33, Sec. 33-122.5. - Electric vehicle supply equipment requirements)SCALE: 1/2" = 1'-0"BICYCLE PARKING - PLAN5126. • ~ ---6r , • ... -~ • ~ '2· . ~ .. ~ .... ~\. ,:, ~---II lrll I f II j II ii I II = = --I =~= ' =, ,, =,~: =/1 ,. ' =,1· /: ,, ' ,, /j/ \\_ /, 11 ' =,1 ,, ,, /i B 1, '.1 I /i <-... ' )/ \\ I f ~ // ~ ll I u II 0----0 0 __l__ I I ~ L • I) ') ,I ·' ,',: J' I' _I I: ' 0-----I 117~ I\.~ ,, __ .>J ·11 _ _;_,;,~-:.... r •·.. I • I '"t"'--.L........,~I ·._, ,I t I t j of--------BEHAR·FONT R T II p !l(HITIITUII P I ell\ 111 G IHTII JII 11533 PONCC DC LCON BOULCVARD LOKAL (,Al!Lt~, f-LUHILJA 33146 T,-·f?.C5J740-~442 Fax 130;1740->44?. CCPTIFICATIOIS No. AA2,151 /\TL:'.NTII ,G[ORGl1\ • NEW HflVEN ,CONNECTICUT SOUTH MIAMI SKILLED NURSING FACILITY © 2023 BEHAR FONT PARTNERS, P.A. THE DESIGN AND DRAWINGS FOR THIS PROJECT ARE PROPERTY OF THIS ARCHITECT AND ARE PROTECTED UNDER THE COPYRIGHT PROTECTION ACT.S E A L :JAVIER FONT AR No. 12547PROPOSED 180 BED SKILLED NURSING FACILITY 7109 SW 61ST COURT SOUTH MIAMI, FLORIDA 33143DATE:07-13-2023PROJECT NO:20-067DRAWING NAME:SHEET NO:NTS.RENDERINGAR-1127... ◄ I I ■■ i BEHAR·FONT I AICHITICTURE N R flUNliH I p A -I t-1 EI IO RI 1533 PONCE DE LEON BOULEVARD LOHAL GAtlltC>, ~LOHIIJA 33146 Tel ·:30<;j740-S442 Fax (30;;)740-5443 C[RTIFICATION No. A.~2~57 ATL!,'HA,GEORGIA• NE\.'.' HAVEN.CONNECTICUT SOUTH MIAMI SKILLED NURSING FACILITY © 2023 BEHAR FONT PARTNERS, P.A. THE DESIGN AND DRAWINGS FOR THIS PROJECT ARE PROPERTY OF THIS ARCHITECT AND ARE PROTECTED UNDER THE COPYRIGHT PROTECTION ACT.S E A L :JAVIER FONT AR No. 12547PROPOSED 180 BED SKILLED NURSING FACILITY 7109 SW 61ST COURT SOUTH MIAMI, FLORIDA 33143DATE:07-13-2023PROJECT NO:20-067DRAWING NAME:SHEET NO:NTS.RENDERINGAR-2128-• • • ■ ---.--• • II ••••• • I I BEHAR·FONT I AICHITICTURE N R flUNliH I p A -I t-1 EI IO RI 1533 PONCE DE LEON BOULEVARD LOHAL GAtlltC>, ~LOHIIJA 33146 Tel ·:30<;j740-S442 Fax (30;;)740-5443 C[RTIFICATION No. A.~2~57 ATL!,'HA,GEORGIA• NE\.'.' HAVEN.CONNECTICUT I N T E R I O R SP L A N N I N GARCHITECTUREE-MAIL: info@beharfont.comFAX: (305) 740-5443TEL: (305) 740-5442Coral Gables, Florida 331464533 Ponce de Leon Blvd.AA0002451Certification No.FAX: (678) 765-2008TEL: (678) 765-2008Buford, Georgia 30518554 W. Main Street, Suite 11002022 BEHAR FONT & PARTNERS P.A.SHEET NAME:C H E C K E D B Y :D R A W N B Y :S C A L E :P R O J E C T N o.R E V I S I O N S :D A T E :O W N E R :S E A L :S H E E T N o.THE DESIGN AND DRAWINGS FORTHIS PROJECT ARE THE PROPERTYOF THIS ARCHITECT AND AREPROTECTED UNDER THE COPYRIGHTPROTECTION ACT.DUE TO THE COMPLEXITY OF THEPROJECT, THE CONTRACTORSHALL CARRY A 3% CONTINGENCYOF HARD COST ON THE PROJECT.NO COPIES, REPRODUCTIONS, TRANSMISSIONS OR ELECTRONIC MANIPULATION OF ANY PORTION OF THESE DRAWINGS IN WHOLE OR IN PART ARE TO BE MADE WITHOUTTHE EXPRESS WRITTEN PERMISSION OF BEHAR FONT & PARTNERS, P.A. ALL DESIGNS INDICATED IN THESE DRAWINGS ARE PROPERTY OF BEHAR FONT & PARTNERS, P.A.ALL COPYRIGHTS RESERVED (C) 2022. THESE PLANS ARE FOR BUILDING DEPARTMENT REVIEW ONLY THEY ARE NOT TO BE CONSTRUED AS CONSTRUCTION DOCUMENTSUNTIL ALL BUILDING DEPARTMENT APPROVALS ARE OBTAINED.OFAS SHOWN20-06707/13/2023N.VENGINEER'S CERTIFICATIONG.P.Jorge R. Aviñó, PE No. 22207Civil EngineerCONSULTANT :SOUTH MIAMI SKILLED NURSING FACILITY 7109 SW 61ST COURT, SOUTH MIAMI, FL 33143 PROPOSED SKILLED NURSING FACILITYCOVER SHEETC-1.01 5SCALE: 1"=300'LOCATION MAPLEGAL DESCRIPTIONTRENCH SAFETY ACTDEMOLITION NOTES:SITE DATAUNDERGROUND DIGGING NOTE:GENERAL NOTES:INDEX OF PAVING ANDDRAINAGE PLAN SHEETS129C-1 COVER SHEET C-2 PAVING, GRADING AND DRAINAGE PLAN C-3 PAVEMENT MARKINGS AND SIGNAGE PLAN C-4 PAVING AND DRAINAGE DETAILS C-5 STORM WATER POLLUTION PREVENTION PLAN I. -UNLESS OlHERIHSE NOTED, ALL EXISTlNG IMPRO'IEMENTS IHlH/N THE LIMITS OF WORK SHALL BE REMO I/ED IN THEIR EN TlRETY. 2.-ASPHALT PA'IEMENT DESIGNATED FOR DEMOL/110N SHALL BE REMO'IEO ANO DISPOSED OF OFF-SITE AT AN APPRO'IEO LOCATlDN. SAW CUT ALL PA'IEMENT EDGES WHERE EX/STlNG PA'IEMENT IS TO REMAIN. J. -IN GREEN AREA.5; EXISTlNG LIMEROCK SUBBASE SHALL BE SCARIFIED TO ITS FULL DEPTH ANO SHAPED TO THE LINES ANO GRADES SHOWN IN THESE DRAIHNGS. 4. -ALL EXISTlNG DRAINAGE IMPRO'IEMENTS IHTH/N THE LIMITS OF WORK, IF ANY, SHALL BE RD.IOI/ED, INCLUDING STRUCT/JRE.5; PIPE.5; ANO FRENCH DRAINS. CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE •TRENCH SAFETY ACT" AND ALL REQUIREMENTS OF O.S.H.A. FLOOD ZONE FIRM MAP PANEL No. -12086C045BL ZONE •x•; DA TED: 09-11-2009 BASE FLOOD ELEVATION = N/A WATER TABLE ELEVATION OCT. H.W. = (+) 3.0 NGVD FLOOD CRITERIA ELEVATION=(+) 6.5 NGVD CONTRACTOR SHALL USE EXTREME CAUTlON WHEN EXCAVATlNG. CONTRACTOR SHALL REMAIN 2 FEET AWAY FROM THE LOCATED MARKS IHTH THE MACHINERY. IF 1rs NECESSARY TO EXCAVATE IHTH/N THE 2 FOOT TOLERANCE ZONE, CONTRACTOR MUST HAND DIG, SOFT DIG, OR USE NDN-INVAS/1/E MEANS TO EXPOSE ANO PROTECT THE EXIST!NG FACIL/T!ES AS REQUIRED BY LAW. I. vERTICAL CONTROL POINTS AND ALL ELEVATIONS ARE BASED ON 1929 NGVD DATUM. 2. THE CONTRACTOR SHALL CONFIRM ALL HORIZONTAL AND 'IERTICAL CONTROL POINTS PRIOR TO US£ THE CONTRACTOR SHALL CONFIRM ALIGNMENT ANO ELEVA 1/0NS OF ADJACENT WORK PRIOR TO BEGINNING CONSTRUCTION. ALL DISCREPANCIES SHALL BE IMMEOIA TEL Y BROUGHT TO THE OWNER's ATTENTION. 3. ALL EXISTING UTll/1/ES SHALL REMAIN IN SER'IICE, UNLESS OTHERWISE NOTED. 4. USE EXTREME CAUTION NEAR ALL UTILITIES, CABLES, CONDUITS, AND MANHOLES. CONTRACTOR TO PRO'IIOE PROTECTlON DURING CONSTRUCTlON TO ASSURE SER'IICE AT ALL TIMES. CONTRACTOR SHALL COORDINATE ALL SCHEDULES WITH FIELD REPRESENTAT/vc PRIOR TO WORKING AROUND UTILITIES. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR BECOMING FAMILIAR WITH CURRENT SITE CONDITIONS ANO SHALL REPORT ANY DISCREPANCIES ON THE PLANS TO THE ENGINEER PRIOR TO COMMENCING WORK. 6. ALL CONSTRUCTION LAYOUT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISH/NG THE WORK LIMIT LINES AS SHOWN ON THE PLANS ANO SHALL WORK WITHIN THE LIMITS AND DIMENSIONS SHOWN. ALL PA 'IEMENT DIMENSIONS ARE TO THE EDGE OF PA vEMENT. ANY OE'IIA 1/0N FROM THE PLANS SHALL REQUIRE WRITTEN APPROVAL FROM THE ENGINEER PRIOR TO EXECUTING WORK. 7. GRADING SHALL CONSIST OF ALL EXCA VA 1/0N, BACKFILL/NG, SHAPING AND SLQPING NECESSARY FOR THE CONSTRUCTION, PREPARATION ANO COMPLETION OF ALL WORK AND OTHER AREAS, ALL IN ACCORDANCE WITH THE LAYOUT ANO GRADES SHOWN ON THESE DRAWINGS. SAWCUT ALL PAVEMENT EDGES WHERE EXISTING PAvEMENT IS TO REMAIN. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ANO RESTORING ALL ADJACENT IMPROvEMENTS. CONTRACTOR SHALL BE RESPONSIBLE FOR RESEmNG ALL DISTURBED EXISTING MANHOLE COvERS, VAL VE BOXES, BLOW-OFF RISERS, ETC. TO NEW ELEVATIONS, AS REQUIRED, WHETHER SPECIFICALLY SHOWN ON DRAWINGS OR NOT. 9. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES THAT MAY BE AFFECTED BY THE PROPOSED WORK, PRIOR TO THE START OF ANY CONSTRUCTION, TO ARRANGE FOR PHYSICAL LOCATION AND ELEVATION OF ALL UNDERGROUND IMPROVEMENTS. IT IS THE CONTRACTOR's RESPONSIBILITY TO PROVIDE THE UTILITY COMPANY sumCIENT NOTICE TO SCHEDULE ANY RELOCATION OF THEIR UT/LIT/ES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPORT OF ANY UTILITY THAT MAY BE IN CONFLICT WITH OR ENDANGERED BY THE PROPOSED WORK. 10. ALL OVERHEAD OR SURFACE STRUCTURES AND UT/LIT/ES ENCOUNTERED ARE TO BE CAREFl/LL Y PROTECTED FROM DAMAGE OR DISPLACEMENT. ALL DAMAGE TO SUCH STRUCTURES SHALL BE COMPLETELY REPAIRED WITHIN THE T/ME FRAME OF THE CONSTRUCTION. THE OWNER RESER'IES THE RIGHT TO REMEDY SUCH DAMAGE BY ORDERING OUTSIDE PART/ES TO MAKE SUCH REPAIRS AT THE EXPENSE OF THE CONTRACTOR. II. THE CONTRACTOR MAY STORE EQUIPMENT ANO MATERIALS WITHIN THE LIMITS OF THE SITE. THE CONTRACTOR SHALL MAINTAIN THESE AREAS IN A CLEAN AND ORDERLY CONDIT/ON SO AS NOT TO CAUSE A NUISANCE IN THE AREA. THE CONTRACTOR SHALL RESTORE THE STORAGE AREA TO ITS ORIGINAL OR BETTER CONDIT/ON, WITH ALL ITS APPURTENANCES, IN KIND, TO THE SATISFACTION OF THE ENGINEER AND OWNER. 12. COMPLETE ·As-BUil r INFORMATION RELA T/vc TO LOCA T/ON, SIZE AND DEPTH OF THE PROPOSED PIPES, STRUCTURES, ANO OTHER IMPROvEMENTS SHALL BE ACCURATELY RECORDED. THIS INFORMATION SHALL BE SUBMITTED TO THE ENGINEER AS A GADD FILE AND AS A DRAWING SIGNED ANO SEALED BY A PROFESSIONAL LAND SURvEYOR REGISTERED IN THE STATE OF FLORIDA AT THE CONTRACTOR's EXPENSE 13. THE UNDERGROUND UT/LIT/ES SHOWN HEREON ARE BASED ON EXISTING UTILITY PLANS. NO SUBSURFACE I/ER/FICA 1/0N OF THE UT/LIT/ES WAS MAD£ SOME UTILITIES MAY NOT BE REFLECTED IN THESE PLANS. BEFORE EXCAVATION OR CONSTRUCTION, CONTACT THE SUNSHINE ONE CALL SER'IICE ,fB/1 AND THE APPROPRIATE UTILITY COMPANIES FOR FIELD VERIFICATION. SUBSURFACE CASINGS, DUCT BANKS, FOOTINGS FOUNDAT/ONS, AND OTHER SUBSURFACE FEATURES ARE NOT LOCATED OR SHOWN HEREON ARE TO BE vERIFIEO BY CONTRACTOR BEFORE COMMENCING ANY WORK. 14. PRO'IIDE 6 FOOT 'IINYL 'IISUAL BARRIER ON ALL FENCING AT CONSTRUCTION LIMITS. 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE INTEGRITY AND MAKING THE REPAIRS OF EXISTING PA vEMENT, SIDEWALKS, PIPES, CONDUITS, CURBS, CABLES, ETC., WHETHER OR NOT SHOWN ON THE PLANS, DAMAGED AS A RESULT OF THE CONTRACTOR's OPERAT/ONS AND/OR THOSE OF HIS SUBCONTRACTORS, ANO SHALL RESTORE THEM PROMPTLY TO THE ORIGINAL CONDITIONS OR BETTER AT NO ADDITIONAL EXPENSE TO THE OWNER. CONTRACTOR SHALL REPORT ANY DAMAGED SIDEWALK, OR/VEWA Y, ETC., PRIOR TO BEGINNING WORK IN ANY AREA. 16. EXIST/NG WATER METERS, UT/LITY POLES & GUY WIRES ANO OTHER UT/LIT/ES WITHIN THE LIMITS OF CONSTRUCT/ON SHALL BE REMOVED OR RELOCATED UNLESS OTHERWISE NOTED. 17. ALL WORK SHALL CONFORM TO ALL APPLICABLE CODES, ORDINANCES OF THE MIAMI-DADE COUNTY DEPARTMENT OF ENVIRONMENTAL RESOURCES (DERM) STANDARDS ANO DETAILS, FLORIDA DEPARTMENT OF TRANSPORTA T/ON STANDARDS ANO DETAILS, ANO MIAMI-DADE COUNTY STANDARDS ANO DETAILS. 0 _j 0... 0 z N <D 3 VJ f--0 0 z N <D :s: VJ SW 69TH ST SW 70TH ST SW 72ND ST I-SW 74TH ST u 0 z N <D 3 c.n PR JECT SW 71ST ST :r: f--Ol LJ') :s: PROPERTY ADDRESS.-7109 SW 61ST COURT, SOUTH MIAMI, FL 33143 PARCEL I: LOTS 8, 9 ANO 10, BLOCK 2. OF "ROSSWOOD SUBDl'I/StON: ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 13, PAGE 62, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. AND LOTS 4, 5 AND 6, BLOCK 2. OF "LARKIN CENTER: ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 27, PAGE 67, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. PARCEL 2: LOT 7, BLOCK 2, OF "LARKIN CENTER: ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 27, PAGE 67, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. !HIS llll,f HAS Bml 0/GiTALLY SICNEO ANO SEALED BY .lJRG[ R. AWN{J Pf., ON !HE OA TE ADJACENT TO !H[ SEAL. Sunshine® Call 811 or visit sunshine811.com two full business days before digging to have buried facilities located and marked. Check positive response codes before you dig! PRINTEO COPIES Of !HIS OOC/Jll£NT AR£ NOT CONS/0£R£0 SICN£0 AN!) SEALEO AN!) !H[ SICNATIJRE 11/JST 8[ l;fR/fiEO ON ANY il£C1RONIC COPIES. 5/0J/2024 I HEREBY C£RllFY: Thal /his plan was prepared under my direction and to /lie best of my knowledge and belief complies with the intent of the "MANUAL OF UNIFORM STANOAROS FOR OES/CN, CONSTRUCT!ON ANO MAINTFNANCE FOR STREETS, ANO HICHWA rs; as adopted by /lie Slate of Rorida legislature, Cliapler 72-328 F.S. Englnffl"II • PlonM.,. • SUr\oll)'Ol'tl 1:550 S.W. S7TH •••.'VENUE, SUITE 207 WEST l,U,..,MI, FLOAIDA 3314,4 TEL (.?!~) 2es-so:,0 FA.x. (::!iD!:1) 2eo-~::i::i ~~m:fi, ~8.:,_.:;:,"~~::.,.com I N T E R I O R SP L A N N I N GARCHITECTUREE-MAIL: info@beharfont.comFAX: (305) 740-5443TEL: (305) 740-5442Coral Gables, Florida 331464533 Ponce de Leon Blvd.AA0002451Certification No.FAX: (678) 765-2008TEL: (678) 765-2008Buford, Georgia 30518554 W. Main Street, Suite 11002022 BEHAR FONT & PARTNERS P.A.SHEET NAME:C H E C K E D B Y :D R A W N B Y :S C A L E :P R O J E C T N o.R E V I S I O N S :D A T E :O W N E R :S E A L :S H E E T N o.THE DESIGN AND DRAWINGS FORTHIS PROJECT ARE THE PROPERTYOF THIS ARCHITECT AND AREPROTECTED UNDER THE COPYRIGHTPROTECTION ACT.DUE TO THE COMPLEXITY OF THEPROJECT, THE CONTRACTORSHALL CARRY A 3% CONTINGENCYOF HARD COST ON THE PROJECT.NO COPIES, REPRODUCTIONS, TRANSMISSIONS OR ELECTRONIC MANIPULATION OF ANY PORTION OF THESE DRAWINGS IN WHOLE OR IN PART ARE TO BE MADE WITHOUTTHE EXPRESS WRITTEN PERMISSION OF BEHAR FONT & PARTNERS, P.A. ALL DESIGNS INDICATED IN THESE DRAWINGS ARE PROPERTY OF BEHAR FONT & PARTNERS, P.A.ALL COPYRIGHTS RESERVED (C) 2022. THESE PLANS ARE FOR BUILDING DEPARTMENT REVIEW ONLY THEY ARE NOT TO BE CONSTRUED AS CONSTRUCTION DOCUMENTSUNTIL ALL BUILDING DEPARTMENT APPROVALS ARE OBTAINED.OFAS SHOWN20-06707/13/2023N.VENGINEER'S CERTIFICATIONG.P.Jorge R. Aviñó, PE No. 22207Civil EngineerCONSULTANT :SOUTH MIAMI SKILLED NURSING FACILITY 7109 SW 61ST COURT, SOUTH MIAMI, FL 33143 PROPOSED SKILLED NURSING FACILITYSITE DATAPAVING, GRADING ANDDRAINAGE PLANC-2.02 5 130I I I I I I I I I I I I I I I ___ 1------\ ----------1 ---------MEET AND MATCH EXIST. ASPHALT PA 'IEMENT (TYP) - -- -- -----"-I I I I MEET AND MATCH EXIST. CONC. SIDEWALi( AND CURB & CUTTER ~ PA ~NG, GRADING AND DRAINAGE PLAN NORTH SCALE t -20 \ ' > I I \ FLOOD ZONE FTRM MAP PANEL No. = 72O86CO458L ZONE "X~ DA TED: 09-17-2009 BASE FLOOD ELEVATION = N/A WATER TABLE ELEVATION OCT. H.W. = (+) J.O NGVD FLOOD CRITERIA ELEVATION=(+) 6.5 NGVD LECENO: (j) PROPOSED DRAINAGE STRUCTURE )112 PROPOSED ELEVA1/0N {NGVD} ,., -,. • EXIS1/NG ELEVATION (NGVD} ~ DIRECTION OF FL OW • PROPOSED DRAINAGE MANHOLE !..I PROPOSED /2" NYLOPLAST DRAIN BASIN [====] PROPOSED FRENCH DRAIN I · ,. .. ,. . I PROPOSED CONCRETE PROPOSED MILLING AND RESURFACING \\\\\IIIJII/// ,,, ,,, ,,, .,,_oDOLf:-o ,,, ;:,'' 0"" ····c:tiv's•· .. -1("-',, !HIS llll,f HAS 8[[N D!GiTALLY SIGNED AND SEALED BY .lJRG[ R. AWNa ~ ~ •• v' ~ • -,,,,,_ ~ .:-o •• '• 't.-~ PE., ON !HE OA TE ADJACENT TO !HE SEAL. g -, { No. 22207 \ o ~ PRINTED COPIES OF lH/S OOC/JIIENT ARE NOT CONS/0£R£0 SICN[O ANO : * { * I* :: SEALED ANO !HE SICNATIJRE Ill/ST BE l;fR/fiED ON ANY ElECTRONIC ~ 1! \ STATE OF l {§:: COP/[S. ~ 0 •• J:-I',. •• /,-. ::: ,:. ,,,._ •• 'OR\""r~.• ..5::f' ...... ''..<'\ •.<-v.. ~ ~ -';-'"& ••••••••..... ,(::i' ,, ❖,,,,f10NAL 'E\~,❖❖ 5/0J/2024 Sunshine® Call 811 or visit sunshine811.com two full business days before digging to have buried facilities located and marked. Check positive response codes before you dig! ,,,,,. 1\1'\\ I HEREBY CER1/FY: Thal /his plan was prepared under my direction ond to /lie best of my knowledge ond belief complies with /he intent of /he "MANUAL OF UNIFORM STANDARDS FOR OES/GN, CONSTRUCTION AND !.IAINTFNANCE FOR STREETS, AND HIGH/I/A rs; as adopted by /he Stale of Rorida Legislature, Chap/er 72-328 F.S. Englnffl"II • PlonM.,. • SUr\oll)'Ol'tl 1:550 S.W. S7TH •••.'VENUE, SUITE 207 WEST l,U,..,MI, FLOAIDA 3314,4 TEL (.?!~) 2es-so:,0 FA.x. (::!iD!:1) 2eo-~::i::i ~~m:fi, ~8.:,_.:;:,"~~::.,.com I N T E R I O R SP L A N N I N GARCHITECTUREE-MAIL: info@beharfont.comFAX: (305) 740-5443TEL: (305) 740-5442Coral Gables, Florida 331464533 Ponce de Leon Blvd.AA0002451Certification No.FAX: (678) 765-2008TEL: (678) 765-2008Buford, Georgia 30518554 W. Main Street, Suite 11002022 BEHAR FONT & PARTNERS P.A.SHEET NAME:C H E C K E D B Y :D R A W N B Y :S C A L E :P R O J E C T N o.R E V I S I O N S :D A T E :O W N E R :S E A L :S H E E T N o.THE DESIGN AND DRAWINGS FORTHIS PROJECT ARE THE PROPERTYOF THIS ARCHITECT AND AREPROTECTED UNDER THE COPYRIGHTPROTECTION ACT.DUE TO THE COMPLEXITY OF THEPROJECT, THE CONTRACTORSHALL CARRY A 3% CONTINGENCYOF HARD COST ON THE PROJECT.NO COPIES, REPRODUCTIONS, TRANSMISSIONS OR ELECTRONIC MANIPULATION OF ANY PORTION OF THESE DRAWINGS IN WHOLE OR IN PART ARE TO BE MADE WITHOUTTHE EXPRESS WRITTEN PERMISSION OF BEHAR FONT & PARTNERS, P.A. ALL DESIGNS INDICATED IN THESE DRAWINGS ARE PROPERTY OF BEHAR FONT & PARTNERS, P.A.ALL COPYRIGHTS RESERVED (C) 2022. THESE PLANS ARE FOR BUILDING DEPARTMENT REVIEW ONLY THEY ARE NOT TO BE CONSTRUED AS CONSTRUCTION DOCUMENTSUNTIL ALL BUILDING DEPARTMENT APPROVALS ARE OBTAINED.OFAS SHOWN20-06707/13/2023N.VENGINEER'S CERTIFICATIONG.P.Jorge R. Aviñó, PE No. 22207Civil EngineerCONSULTANT :SOUTH MIAMI SKILLED NURSING FACILITY 7109 SW 61ST COURT, SOUTH MIAMI, FL 33143 PROPOSED SKILLED NURSING FACILITYPAVEMENT MARKINGSAND SIGNAGE PLANC-3.03 5 131------',' i11 -----TRAFFIC NOTES & STANDARDS 1. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL PAVEMENT MARKINGS AND SIGNS CONFLICTlNG WITH THE PROPOSED CONSTRUCTlON. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLA TlON OF ALL PAVEMENT MARKINGS AND SIGNS AS SHOWN IN THE PLANS AND APPLICABLE TRAFFIC DESIGN STANDARDS. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR MATCHING EXISTlNG PAVEMENT MARKINGS AT THE PROJECT. 4. SIGN ASSEMBLY LOCA TlONS SHOWN IN THE PLANS WHICH ARE IN CONFLICT WITH STREET L/GHTlNG, UllL/TlES, DRIVEWAYS, PEDESTRIAN RAMPS, ETC., MAY BE ADJUSTED AS DIRECTED BY THE ENGINEER/INSPECTOR. 5. ALL PAVEMENT MARKINGS WITH THE EXCEPTlON OF PARKING STALLS SHALL BE THERMOPLASTlC. 6. STRIPING AND SIGNING SHALL CONFORM WITH THE LA TEST EDITlON OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND THE FLORIDA DEPARTMENT OF TRANSPORTA TlON DESIGN STANDARD MANUAL ~ PA ~~MENT MARKINGS AND S/GNAG£ PLAN NORTH SCALE 1 -20 I I I I I ' I I I' ,I , ,I I I I :\ I 11" ''\ I I ',\ I I ',\ 'I' , ,I ',I \ I' 'ii ':L '', I I . I 11 \ \\ I "'-\:::-.. I PROP. 00--NOT: -!(7~ ... ,ffi'1 ENTER SIGN (R5-I) g ~ -SW 71ST ST. SIGHT VISl'IIL!TY TRIANGLE PER FOOT FOIi 212 \ -Sunshine® ---\\\\\IIIJII/// ,,,,''..,ooot~01'1,,1 ,, ~ ~~ ········ .... ,, .:, 0 ,•• cEN •• -1, ~ !HIS lllll HAS BEEN 0/G/TALLY SICNEO ANO SEALEO BY .lJRG£ R. AWN{,I ... ~ ••v' s~ ... ~,,, § o l \ 't-~ Pf., ON !HE OA TE ADJACENT TO !HE SEAL. :: -, f No. 22207 \ o :: PR!NTEO COPIES Of !HIS OOC/JIIENT AR£ NOT CONS/0£/r[O SICN[O AN!) : * { * I* ~ SEALEO AN!) !HE SICNATIJRE Ill/ST 8£ l;fR/fiEO ON ANY El£C1RONIC ~ 1! \ STATE OF l {§:: COP/[S. ~ 0 • • /,-. ::: ~ X--•••J:-1...0R\D~••• SY~ .,,. '.,(',. .. .. ~ ' -';-'"& ••••••••..... ,(::i' ,, '11,,,f10NAL °E\~,❖❖ 5/0J/2024 ,,,,,. 1\1'\\ Call 811 or visit sunshine811.com two full business days before digging to have buried facilities located and marked. I HEREBY CERllFY: Thal /his plan was prepared under my direction and to /lie best of my knowledge and belief complies with the intent of the "MANUAL OF UNIFORM STANDARDS FOR OES/CN, CONSTRUCllON ANO !.IAINTFNANCE FOR STREETS, ANO HIGH/I/A rs; as adopted by the Slate of Rorida legislature, Chapter 72-328 F.S. Englnffl"II • PlonM.,. • SUr\oll)'Ol'tl 1:550 S.W. S7TH •••.'VENUE, SUITE 207 WEST l,U,..,MI, FLOAIDA 3314,4 TEL (.?!~) 2es-so:,0 Check positive response codes before you dig! FA.x. (::!iD!:1) 2eo-~::i::i ~~m:fi, ~8.:,_.:;:,"~~::.,.com I N T E R I O R SP L A N N I N GARCHITECTUREE-MAIL: info@beharfont.comFAX: (305) 740-5443TEL: (305) 740-5442Coral Gables, Florida 331464533 Ponce de Leon Blvd.AA0002451Certification No.FAX: (678) 765-2008TEL: (678) 765-2008Buford, Georgia 30518554 W. Main Street, Suite 11002022 BEHAR FONT & PARTNERS P.A.SHEET NAME:C H E C K E D B Y :D R A W N B Y :S C A L E :P R O J E C T N o.R E V I S I O N S :D A T E :O W N E R :S E A L :S H E E T N o.THE DESIGN AND DRAWINGS FORTHIS PROJECT ARE THE PROPERTYOF THIS ARCHITECT AND AREPROTECTED UNDER THE COPYRIGHTPROTECTION ACT.DUE TO THE COMPLEXITY OF THEPROJECT, THE CONTRACTORSHALL CARRY A 3% CONTINGENCYOF HARD COST ON THE PROJECT.NO COPIES, REPRODUCTIONS, TRANSMISSIONS OR ELECTRONIC MANIPULATION OF ANY PORTION OF THESE DRAWINGS IN WHOLE OR IN PART ARE TO BE MADE WITHOUTTHE EXPRESS WRITTEN PERMISSION OF BEHAR FONT & PARTNERS, P.A. ALL DESIGNS INDICATED IN THESE DRAWINGS ARE PROPERTY OF BEHAR FONT & PARTNERS, P.A.ALL COPYRIGHTS RESERVED (C) 2022. THESE PLANS ARE FOR BUILDING DEPARTMENT REVIEW ONLY THEY ARE NOT TO BE CONSTRUED AS CONSTRUCTION DOCUMENTSUNTIL ALL BUILDING DEPARTMENT APPROVALS ARE OBTAINED.OFAS SHOWN20-06707/13/2023N.VENGINEER'S CERTIFICATIONG.P.Jorge R. Aviñó, PE No. 22207Civil EngineerCONSULTANT :SOUTH MIAMI SKILLED NURSING FACILITY 7109 SW 61ST COURT, SOUTH MIAMI, FL 33143 PROPOSED SKILLED NURSING FACILITYDRAINAGE DETAILSC-4.04 5 132GRATE EL. REFERS TO PIPE BANDS ARE TO BE INSTALLED PER MANUFACTURER SPECIFICATIONS ASPHALT THIS POINT SELECT--.....__ FILL "" PLASTIC FILTER FABRIC ON ALL SIDES, TOP AND BOTTOM OF TRENCH GROUT TO SEAL OPENING_ FOR PIPE -----tf-~..,_--t-'1,1--f,+-------a ... .,,i INV. EL. SEE SCHEOULE OF DRAINAGE STRUCTURES. WOVEN PLASTIC FILTER FABRIC NOTE \_No.4 1 COARSE -...._ ;--;, AGGREGATE,-PERFORATED PIPE DIA. AS PER PLAN LENGTH OF EXFILTRATION TRENCH AS SHOWN ON PLANS LONGITUDINAL SECTION 1-AFTER THE COARSE AGGREGATE Hol.S BEEN PLACED TO THE PROPER EL.£VATION IT SHALL BE CAREFULLY WASHED DOWN WITH CLEAN WATER, OR TAMPERED, TO ALLOW FOR INITIAL SETTLEMENT THAT MAY OCCUR. IF SETTLEMENT DOES TAKE PLACE, ADDmONAL No.4 COARSE AGGREGATE SHALL BE ADDED TO RESTORE THE PROPER ELEVATION SO THAT THE EXFILTRATION TRENCH IS COMPLETED IN ACCORDANCE WITH THE DETAILS. 2'-0" MINIMUM NON-ROADWAY SURFACE .3'-0" FOR TRENCHES UNDER ROADWAY SELECT FILL WOVEN PLASTIC FILTER FABRIC OVERLAP 1' MIN. GROUND ELEVATION PIPE INV. ELEV. (SEE SCHEDULE OF DRAINAGE STRUCTURES) • VARIES , TRANSVERSE SECTION 2' -0" MINIMUM NON-ROADWAY r---------L~ SURFACE J'-0" FOR TRENCHES UNDER ROADWAY 1:1 OR STEEPER ALT. SELECT FILL WOVEN PLASTIC FILTER FABRIC OVERLAP 1' MIN. 0 '{~ ,_,s+---WOVEN PLASTIC FILTER FABRIC r=""i I VARIES I TRANS. SECTION* * MAY BE USED IN AREAS WHERE TRENCH WALLS WILL NOT STAND VERTICAL, OR WHERE CAVE-IN BELOW THE WATER TABLE IS LIKELY TO., OCCUR. TO BE USED AT THE ENGINEER'S DISCRETION. NOTES (CONTINUED ON NEXT PAGE) 1. PLASTIC FILTER FABRIC SHALL BE WOVEN MONOFILAMENT POLYPROPYLENE GEOTEXTILE. PERMITTIVITY SHALL BE GREATER THAN 0.50 SEC AND FLOW RATE GREATER OR EQUAL TO 50 901/min. 2. MAXIMUM EXFlLTRATION RATE WHICH CAN BE USED IN CALCULATING FRENCH DRAIN LENGTH IS 0.1 cfs/lf. MIAMI-DADE COUNTY APPROVED 04/16/2015 STANDARD STORM DRAINAGE DETAIL EXFILTRATION TRENCH SD 1.1 NOTES CONTINUED ,. THE MINIMUM PIPE DIAMETER FOR DRAINA.GE SYSTEM WITHIN THE ROADWAY RIGHT-OF-WAY SHALL BE 18 INCHES. 15 INCH PIPE MAY BE USED IN PRIVATE ROADWAYS. 4. NO TREES TO BE PLANTED WITHIN 5 FEET OF THE EDGE OF THE TRENCH. 5. TYPE ''P" S.D. 2.6 STRUCTURE IS RECOMMENDED FOR SMALL DRAINAGE AREAS LESS THAN 0.2 ACRE PER CATCH BASIN. 6. TYPE "J" S.D. 2.6 STRUCTURE IS RECOMMENDED FOR AREAS LARGER THAN 0.2 AGRE. 7. ALL ll'NERTS OF PERFORATED PIPES TO BE AT MEAN HIGH OCTOBER WATER TABLE W.C. 2.2. 8. PIPES CAN BE ALLOWED BELOW MEAN HIGH OCTOBER WATER TABLE DUE TO UTILITY CONFLICTS OR IN ORDER TO PROVIDE THE REQUIRED MINIMUM COVER. 9. NEOPRENE GASKET REQUIRED FOR BAFFLES ON ALL CONTACT EDGES MOUNTED ON WALL. 10. OIL AND GREASE BAFFLE IS REQUIRED FOR ALL DRAINAGE STRUCTURES PRECEDING AN OUTFALL OR EXFILTRATION TRENCHES, IN PROJECTS LOCATED IN WELLFIELD PROTECTION AREAS, ROAD INTERSECTIONS WITH TRAFFIC LJGHTS, AND LARGE PARKING LOTS WHICH INCLUDE 15 PARKING SPACES OR MORE. 11. OIL AND GREASE B.l>FR..E MAY BE WAIVED IN SUBURBAN RESIDENTIAL AREAS. GENERAL NOTES FOR PIPE CULVERTS CONTRACTOR HAS THE OPTION OF INSTALLING ANY PIPE MEETING THE REQUIREMENTS OF SECTION 443-2 OF THE FOOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION AS LONG AS THE MANUFACTURER IS LISTED, AT THE TIME OF PIPE INSTALLATION, IN FOOT'S LIST OF PRODUCERS WITH ACCEPTED QUALITY CONTROL PROGRAMS. PIPES WITH LESS THAN A 100-YEAR CERTIFICATlON CANNOT BE USED ON SECTION LINE, HALF SECTION LINE, COLLECTOR ROADWAYS, AND ARTERIALS. 50-YEAR PIPE CERTIFICATION REQUIRED FOR ALL OTHER MINOR/LOCAL ROADWAYS. MINIMUM NUMBER OF PERFORATION IN PIPE CULVERTS OUTER SHELL LINER PIPE DIAMETER (inches) No. of ¾:" Dia. Holes No. of %" Dia. Holes (PER LIN. FT. OF PIPE) (PER LIN. FT. OF PIPE) 15 100 50 18 120 60 24 160 80 30 200 100 36 240 120 42 275 140 48 315 150 54 355 180 60 395 200 72 470 235 84 550 275 NOTE: PERFORATIONS SHALL BE UNIFORMLY SPACED AROUND THE FULL PERIPHERY OF THE PIPE TO WITHIN 4" OF EACH END OF EACH LENGTH OF PIPE. THE NUMBER OF PERFORATIONS PER LINEAR FOOT OF PIPE AND THE DIAMETER OF THE PERFORATIONS SHALL BE AS SHOWN ON THE ABOVE TABLE. MIAMI-DADE REVISED STANDARD STORM DRAINAGE DETAIL SD COUNTY APPROVED 06-04-86 DEPARTMENT OF 04/16/2015 10-22-13 EXFILTRATION TRENCH 1.1 TRANSPORTATION 05-02-81 DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS REVISED 02/08/2011 09/26/2012 10/19/2012 ( FRENCH DRAIN) SHEET_1_0F _£_ AND PUBLIC WORKS ( PIPE CULVERT NOTES) SHEET____2___0F____2___ • .• P.T.--f' • TYPE "B" TYPE "A" JOINT ·, .• .. . • ... • . ' .. • ... PLAN • • • .. •· 5'-0" MIN. ? • PER FOOT S!.(JPE SECTION "A-A" • • • d .. • • PRE410/. 7J £%PANS/ON J(JNT IIA lERIAL TYPE "A" (OPEN TYPE JOINTS) TYPE "B" (SAWED JOINTS) TYPE "c" (EXPANSION JOINTS) TYPE if' "/J' t' J(JN!S TA9LE OF S/0£/YALK J(JN!S TA8LE OF S/0£/YALI( THICKNESS -'r" LOCA110NS ANO P. T. OF CURVES. JJNC110N OF EXIS11NC ANO NEW S/0£/YALKS 5'-0' CENlER TO CENlER ON S/0£/YALl(S 1/IHERE S/0£/YALK ABIJ!S CONCR£1E CURBS, OR/If/YA J'S ANO SIIIILAR STf!IJCTIJRES LOCA110NS NON-VEHICULAR AREAS OR/lf/YAYS NOlES: f. SIJ8CRAOE CONPAC lEO TO 95% AAS/fTO T-99. S//J[/1/ALK CONSTRUCllON /J[TA/L NOT TO SCALE 'r" ,,. 5• OBIS/TY I / 2-r /IIJ/f/E// IKllS -,r cc IJ:XHflE SEC110N A-A • ..,,. I.., COlfR SEC110N 11· 221· If I--l" 20J" l" r ~ ~ rT Jf / Ve~-/4 / ✓ I"" II / 1 1· I 6" -. l,"R 2-1• I HtlES-.X;'' cc. -2-'S" I 2.lj" (I/SI/£ /IIJ/f/E// IT 11£ NAm/}j FRAIi£ SEC110N U.S. fOUN/JRY fRAil[ & COl/[R /JIO-A ilANHOL[ fRAil[ & COl/[R N.[£ / I/ r j" ..... 6" "-I ..,, • . -.:-.. I~ . -P-10M /.~-lt17$~<" OIMO-MSS lij I' I + -i --1-r-+ I I I I L ....J / \ T i' I { -+ '><' REINFORCE~ENT AS PER ~¥-/ '-TABL.£ ON SHEET 4 OF 4 REINFORCEMENT AS PER ),''----+----_J TA8l£ ON SHEET 4 OF 4 ROUND TOP SQUARE TOP OPENINC TO MATCH FRA~E & GRATE USED 3'-6" R 4'-0~ DI~. 1~· ' OPENING TO MATCH FRAME &: GRATE osm ...L.,-!------!. 'ix) BRICK AND f---~-~+~-~~ ~+r IJORTAR SPACE BElWEEN PIPE STRUCTURE I s· coNc. ' SEE NOTE r BRICK AND MORTAR SPACE BETWEEN PIPE STRUCTURE SEE NOTE r 10"' WEEP HOLE SEE NOTE 5 KEY JOINT REQUIRED GROUTED JOINTS CONSTRUCTION (OPTIONAL) MIAMI-DADE COUNTY OINT DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS PIPE 1/4" GALVANIZED HARDWARE CLOTH EXTENDING 4" BEYOND HOL£ No.4 COARSE AGGREGATE MIN. 2'X2'X2' NOTES, SECTION 1.-CAST TOP SLAB TO FIT WALL USED. 10" WEEP HOL£ SEE NOTE 5 2.-PIPES MAY EXTEND INTO CATCH BASIN A MAXIMUM OF 4". 1/4" GALVANIZED HARDWARE CLOTH EXTENDING 4" BEYOND HOLE No.4 COARSE AGGREGATE MIN. 2'x2·x2' 3.-USE 4,000 psi CONCRETE. (MINIMUM), MAXIMUM W/C=0.53, GRADE 60 STEEL FOR REBAR ANO GRADE 65 FOR WWF. 4.-A SMOOTH LINE OF MORTAR 1/2" THICK INSIDE AND OUTSIDE. 5.-WEEP HOLES ARE TO BE USED WHEN THE YEARLY LOWEST WATER ELEVATION IS ABOVE THE TOP OF THE BOTTOM SLAB OF THE STRUCTURE, 6.-USF 5129-6176 MAY ONLY USED WHEN STRUCTURES ARE TO BE PLACED WITHIN THE RADIUS OF A CORNER AND ITS USE MUST BE APPROVED BY THE DEPARTMENT. THE USE OF THIS FRAME AND GRATE IS NOT INTENDED TO REPLACE STANDARD CURB INLET TOPS. FOR CURB INLETS PLEASE REFER TO FOOT DESIGN STANDARDS INDEX 210 AND 211. INSTALLATION IN OTHER LOCATIONS IS NOT PERMITTED UNLESS APPROVED BY THE DEPARTMENT AS A RESULT OF MITIGATING CIRCUMSTANCES. REVISEO 5/8/2016 APPROVED :i/8/2018 STANDARD STORM DRAINAGE DETAIL MANHOLE AND INLET (TYPE P) SD 2.7 ! I In _r.J SHEET .f OF::!._ I I I * 2' CONCRETE VALLEY CUTTER N.[£ '1/l/lll l/Jlll (I( /ffJI 511)£ IT R/M/1/Jfll; 11£ Ql'O.\l' !l/1£ IT 11£ WT/£N JI/All. NAT/JI 11£ Ql'O.\l' !l/1£ IF 11£ AIJJl/1JIT PAlfl/ENl 11£ lHKKN£SS IT 11£ /IP JI/All. II£ 6; 1/NlESS 0/1£11/11S£ !l/f)/1/ (JI /!/,NS, awct/f/[ (,////// J/0/ P.SI 6" CURB ANO CUTTER (TYPE f") N.[£ 'IIEN 1/Jll/ (JI /ffJI 511)£ IT li'IM/J/Jfll; 11£ Ql'O.\l' !1.fPf IT 11£ WT/£N JI/All. NAT/JI 11£ Ql'O.\l' !1.fPf IT 11£ AIJJICE/(f p,flfl/EN[ 11£ lHKKN£SS IT 11£ /IP JI/All. II£ 6'; 1/NlESS 0/1£11/11S£ !l/f)/1/ (I( /WIS. I o,: ·~: \ ' ' II Oc-'.'~' \ ~,m I'\ \) 1:~,,;.,;r,,~ ~d;c~• SIDE ELEVATION \".'e1a ;,oq.'~5 ;:.,, ;,11 .00,,,,., C,' '.,,.,.,,m~.' / /' I/ , 1,•.r,;~,;1,1r··r ,, . ,_ 1-TYPE I SKIMMER .~ 8)1' ~,WIES To Bae'• ',\•a:! l'i.'r~ r4) i',"J ,. 2?, <;~ .~.,Fo::s,n,· A" ..is,,c: -., I -~--~~--r-"'--1 I -(.l,;:;e: ·'.'Re0•c;, ~ I 2/4 FRONT ELEVATION ANGLE DET A!L TYPE ! SKIMMER DIMENSION TABLE CUEET l'l"E 74 rn 54" SIDE ELEVATION :wte I--r -i." 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C,' ',,·c.eJ .'.,'IC'L SU ,<U ,,,.. os's .'M 'u.·o•sni,,9 a.ca i•1,:~!.'1:;9 ~ •f~.'cooraf,, ;\·.,,-,,,~, si1~i.• os ,,,clc,aea }o ,,,E ,est oi :."e :,a,;0 •i; .,.n;cn .-, .'s i,:sral.'~~ .~e'.roti' s.\".'"c·mes sna,.1 oe ,;aio' 'or 3S ·m~~:f, e., .. •,:.'n~ ~•,ucu::e' DESIGN NOTES TOP VIEW TOP VIEW SCHEMATIC C4.5T iitVJ5/UN 11101/17 rnc D"CA5 or 5\" ,.,,c.-5 r'u·;,: co,:.'oc,11 ta,~., 5'D'-'" or :;,,: ::ao,,, rnl/5 ~" w;,,c,'• :;,cy a.-c ,n,:c;,•:c,< ~.',~w .. •n Hie 1;,,0,1" c,;~ ,-,,a/; ,,-~,.,,,y1 "o,· ,,ur·,,:6-h,,,,,-st/c,,nN.s ..:.o::.'i,cs rn ;,,,,., ,H~.m," r,-p.cs DESCP.iPT/O'1 FY 2018-19 il/JJFX ~HFFT FD□j\'j ST AN OARD PLANS SKIMMERS FOR FRENCH DRAlIN OUTLE'fS ----Sunshine® Call 811 or visit sunshine811.com two full business days before digging to have buried facilities located and marked. Check positive response codes before you dig! 443-002 1 of I !HIS l1EII HAS 8[[N 0/GiTALLY SICNEO ANO SEALEO BY ..mG£ R. Alfi PE., ON !HE OA 1E AOJACENT TO !HE SEAL. PRIN1£0 COPIES Of THIS OOCIJIIENT ARE NOT CONS/0£/rEO SICNEO A SEALED ANO !HE SICNATIJRE Ill/ST 8£ lfR/REO ON ANY ElECTROM COPIES. 5/0J/202,f I HEREBY CERllFY: Thal /his plan was prepared under my direction and to /lie best of my knowledge and belief complies with the intent of the "MANUAL OF UNIFORM STANDARDS FOR DESIGN, CONSTRUCllON ANO MAINTFNANCE FOR STREETS, ANO HIGH/I/A rs; as adopted by 1/Je Slate of Rorida legislature, C/Japler 72-328 F.S. Englnffl"II • PI0M ... sur .... )'Ol"II 1:550 S.W. !!7Tl-t A\'ENUE,. SUITE 7 WEST l,U..,MI, FLOAID_., 331 -4 TEL (.?!~) 2es-so.?10 FA,X, (::!iOS) 211!1!!1-~::!i::!i ~~m:fi, ~8.:,_.:;-!"~~::... I N T E R I O R SP L A N N I N GARCHITECTUREE-MAIL: info@beharfont.comFAX: (305) 740-5443TEL: (305) 740-5442Coral Gables, Florida 331464533 Ponce de Leon Blvd.AA0002451Certification No.FAX: (678) 765-2008TEL: (678) 765-2008Buford, Georgia 30518554 W. Main Street, Suite 11002022 BEHAR FONT & PARTNERS P.A.SHEET NAME:C H E C K E D B Y :D R A W N B Y :S C A L E :P R O J E C T N o.R E V I S I O N S :D A T E :O W N E R :S E A L :S H E E T N o.THE DESIGN AND DRAWINGS FORTHIS PROJECT ARE THE PROPERTYOF THIS ARCHITECT AND AREPROTECTED UNDER THE COPYRIGHTPROTECTION ACT.DUE TO THE COMPLEXITY OF THEPROJECT, THE CONTRACTORSHALL CARRY A 3% CONTINGENCYOF HARD COST ON THE PROJECT.NO COPIES, REPRODUCTIONS, TRANSMISSIONS OR ELECTRONIC MANIPULATION OF ANY PORTION OF THESE DRAWINGS IN WHOLE OR IN PART ARE TO BE MADE WITHOUTTHE EXPRESS WRITTEN PERMISSION OF BEHAR FONT & PARTNERS, P.A. ALL DESIGNS INDICATED IN THESE DRAWINGS ARE PROPERTY OF BEHAR FONT & PARTNERS, P.A.ALL COPYRIGHTS RESERVED (C) 2022. THESE PLANS ARE FOR BUILDING DEPARTMENT REVIEW ONLY THEY ARE NOT TO BE CONSTRUED AS CONSTRUCTION DOCUMENTSUNTIL ALL BUILDING DEPARTMENT APPROVALS ARE OBTAINED.OFAS SHOWN20-06707/13/2023N.VENGINEER'S CERTIFICATIONG.P.Jorge R. Aviñó, PE No. 22207Civil EngineerCONSULTANT :SOUTH MIAMI SKILLED NURSING FACILITY 7109 SW 61ST COURT, SOUTH MIAMI, FL 33143 PROPOSED SKILLED NURSING FACILITYSTORM WATERPOLLUTIONPREVENTION PLANC-5.05 5 GENERAL NOTES: 133-----I I I I I I I \ \ ' I \ --------1 I LIMITS OF PROJECT (PROv/DE--i-.. TEMPORARY 6' HT. CHAIN LINK FENCE WITH POLES @ 10'-0" 0. C. WITH v/SUAL / WIND DUST BARRIER AND Sil T BARRIER FENCE All AROUND PERIMETER OF SITE (TYP.)) --------------I \ I. SILT FENCES SHALL BE PROVIDED AS SHOWN AROUND THE PROPERTY TO PREVENT CONSTRUCTION DEBRIS FROM WASHING OFF-SITE. 2. Fil TER FABRIC SHALL BE INSTALLED AT All NEW AND EXISTING INLETS DURING CONSTRUCTION. 3. FOR ADDITIONAL STRENGTH Fil TER FABRIC MATERIAL CAN BE ATTACHED TO A 6" (MAX) MESH WIRE SCREEN WHICH HAS BEEN FASTENED TO THE POSTS. 4. THE FABRIC MATERIAL AND THE WIRE MESH SHALL NOT EXTEND MORE THAN 36" (90 CM) ABOl-f" THE ORIGINAL GROUND SURFACE. 5. Sil T FENCES AND Fil TER BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. 6. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING THE TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES AFTER COMPLETION OF CONSTRUCTION AND ONLY IN THE AREAS WHICH HA 1-f" BEEN STABILIZED. 7. CONTRACTOR SHALL INSURE THAT All DRAINAGE STRUCTURES, PIPES, ETC. ARE CLEANED OUT COMPLETELY AND ARE WORKING PROPERL Y A T THE TIME OF ACCEPTANCE. 8. Fil TER FABRIC SHALL BE LAID OUT UNDER THE GRATE OF EACH INLET, EXTENDING A MINIMUM OF ONE (I') FOOT BEYOND EACH SIDE OF THE INLET STRUCTURE. IF MORE THAN ONE STRIP OF MESH IS NECESSARY, THE STRIPS SHALL BE 01-f"RLAPPED A MINIMUM OF ONE (I') FOOT. 9. IF THE INLET Fil TER BECOMES CLOGGED WITH SEDIMENT, SO THAT IT NO LONGER ADEQUATELY PERFORMS ITS FUNCTION, THE FILTER MUST BE REMOl-f"D AND REPLACED. 10. All BMP'S TO BE INSPECTED AT LEAST WEEKLY. 11. FOR EXISTING TREES TO REMAIN, TO BE REMOl-f"D AND TREE PROTECTION METHOD, SEE I \ I I I ARCHITECTURAL/LANDSCAPING PLANS. 12. CONTRACTOR TO PROVIDE WASTE & MATERIAL STORAGE AREAS AND CONCRETE WASHOUT AREA. 13. THE CONTRACTOR SHALL BE REQUIRED TO CONDUCT DAILY VISUAL INSPECTION OF ALL TEMPORARY AND PERMANENT EROSION CONTROL MEASURES ALONG THE PROJECT. THE CONTRACTOR SHALL MAINTAIN, REPAIR AND/OR REPLACE THESE ITEMS AS NECESSARY. 14. THE CONTRACTOR SHALL HIRE A PROFESSIONAL CIVIL ENGINEER REGISTERED IN THE STA TE OF FLORIDA AT THE CONTRACTOR'S EXPENSE, AS AN INSPECTOR TO REVIEW ALL THE PROJECT's TEMPORARY AND PERMANENT EROSION CONTROL MEASURES AT LEAST ONCE El-f"RY SEVEN (7) CALENDAR DA Y.S' AND/OR WITHIN 24 HOURS OF THE END OF A STORM THAT IS 0.5 INCHES OR GREATER. A WRITTEN INSPECTION REPORT IS REQUIRED El-f"RY SEl-f"N (7) CALENDAR DAYS OR WITHIN 24 HOURS OF THE END OF A STORM THAT GENERA TES 0.5 INCHES OR MORE OF RAIN. ~ PAVEMENT MARKINGS AND S/GNAGE PLAN NORTH SCALE· 1" = 20' \ ------Sunshine® Call 811 or visit sunshine811.com two full business days before digging to have buried facilities located and marked. Check positive response codes before you dig! _, P=O=ST~OP~T=IO~NS=: --~ j SOFTWOOD 2 1 /2" DIA. >--SOFTWOOD 2"X4" ~ HARDWOOD 1 1 /2" X 1 FILTER FABRIC MATERIAL (SHALL BE STAPLED OR WIRED TO THE FENCE.) 1 /2" STEEL 1.33 LBS/FT w s OOD OR TEEL POST u.J 0:: 0 "' 0:: 0 ~ ~ -z "' j . ex:, ~1-~LT A.OW (SURFACE RUNOFF) \ APP:::A :~O:E Ell IER EABRIC MATERIAL MUST EXTEND INTO A TRENCH AND BE ANCHORED WITH COMPACTED BACKFILL MATERIAL SPACING OF POSTS 6' TO 10' APART FILTE / (IN R FABRIC GROUND LINE I I SECTION CONF WITH FDOT I ORMANCE SEC. 985 SPEC.) TEMPORARY SILT FENCE N.T.S. TO INTERCEPT AND DETAIN SMALL AMOUNTS OF SEDIMENT FROM DISTURBED AREAS DURING CONSTRUCTION OPERATIONS. FILTER FLOW / ~ 111111111 / FABRIC RUNOFF WATER / ' DROP INLET WITH SEDIMENTS WITH GRATE RUNOFF WATER WITH SEDIMENTS DRAIN GRATE ~ INLET FILTER FABRIC PROTECTION FOR INLET N.T.S. TURB/0/TY ANO EROSION CONTROL OETAIL N.T.S. FILTER FABRIC !HIS /lll,f HAS Bml 0/GiTALLY SIGNED ANO SEALFO BY .lJRG[ R. AWN{J Pf., ON !HE OA 1£ AOJACENT TO !HE SEAL. PR!N1£0 COPIES OF lH/S OOC/Jll£NT AR£ NOT CONS/0£R£0 SICN£0 AN!) SEALED AN!) !HE SICNATIJRE Ill/ST 8£ l;fR/fiED ON ANY El£C1RON/C COPIES. 5/0J/2024 I HEREBY CERllFY: Thal /his plan was prepared under my direction and to /lie best of my knowledge and belief complies with the intent of the "MANUAL OF UNIFORII STANDARDS FOR OES/CN, CONSTRUCllON ANO IIAINTFNANCE FOR STREETS, ANO HIGH/I/A rs; as adopted by /lie Slate of Rorida legislature, Cliapler 72-328 F.S. Englnffl"II • PlonM.,. • SUr\oll)'Ol"II 1:550 S.W. S7TH •••.'VENUE, SUITE 207 WEST l,U,..,MI, FLOAID" 33144 TEL (.?!~) 2es-so:,0 FA.X. (::50!:1) 211!1!:l-~::!i::!i ~~m:fi, ~8.:,_.:;:,"~~::.,.com I N T E R I O R SP L A N N I N GARCHITECTUREE-MAIL: info@beharfont.comFAX: (305) 740-5443TEL: (305) 740-5442Coral Gables, Florida 331464533 Ponce de Leon Blvd.AA0002451Certification No.FAX: (678) 765-2008TEL: (678) 765-2008Buford, Georgia 30518554 W. Main Street, Suite 11002022 BEHAR FONT & PARTNERS P.A.SHEET NAME:C H E C K E D B Y :D R A W N B Y :S C A L E :P R O J E C T N o.R E V I S I O N S :D A T E :O W N E R :S E A L :S H E E T N o.THE DESIGN AND DRAWINGS FORTHIS PROJECT ARE THE PROPERTYOF THIS ARCHITECT AND AREPROTECTED UNDER THE COPYRIGHTPROTECTION ACT.DUE TO THE COMPLEXITY OF THEPROJECT, THE CONTRACTORSHALL CARRY A 3% CONTINGENCYOF HARD COST ON THE PROJECT.NO COPIES, REPRODUCTIONS, TRANSMISSIONS OR ELECTRONIC MANIPULATION OF ANY PORTION OF THESE DRAWINGS IN WHOLE OR IN PART ARE TO BE MADE WITHOUTTHE EXPRESS WRITTEN PERMISSION OF BEHAR FONT & PARTNERS, P.A. ALL DESIGNS INDICATED IN THESE DRAWINGS ARE PROPERTY OF BEHAR FONT & PARTNERS, P.A.ALL COPYRIGHTS RESERVED (C) 2022. THESE PLANS ARE FOR BUILDING DEPARTMENT REVIEW ONLY THEY ARE NOT TO BE CONSTRUED AS CONSTRUCTION DOCUMENTSUNTIL ALL BUILDING DEPARTMENT APPROVALS ARE OBTAINED.OFAS SHOWN20-06707/13/23N.VENGINEER'S CERTIFICATIONG.P.Jorge R. Aviñó, PE No. 22207Civil EngineerCONSULTANT :SKILLED NURSING FACILITY 7109 SW 61ST COURT, SOUTH MIAMI, FL 33143 PROPOSED SKILLED NURSING FACILITYCOVER SHEETWS-1.01 2SCALE: 1"=300'LOCATION MAPLEGAL DESCRIPTIONINDEX OF SHEETSNOTES:UNDERGROUND DIGGING NOTE:TRENCH SAFETY ACT:WATER MAIN HORIZONTAL SEPARATIONSTHE FOLLOWING ARE REQUIREMENTS PER DEPARTMENT OF HEALTH:WATER MAIN VERTICAL SEPARATIONS GENERAL NOTES: NOTES:SANITARY SEWER SYSTEM NOTES:SKILLED NURSING FACILITY (ID #31847)WATER AND SEWER SERVICES7109 SW 61ST CT, SOUTH MIAMI, FL, 33143NEW CONST. OF 180 BEDS NURSING HOME & 1,350 SF RETAILMIAMI-DADE WATER & SEWER AGREEMENT I.D.#31847134WS-1 WS-2 COVER SHEET WATER AND SEWER PLAN AND PROFILES MIAMI·~ ~ ... RER-DERM WATER-SEWER GENERAL NOTES 1. A horizontal distance of at least 6 feet, and preferably 10 feet (outside to outside}, shall be maintained between gravity or pressure sewer pipes and water pipes. The minimum horizontal separation can be reduced to 3 feet for vacuum-type sewers or for gravity sewers where the top of the sewer pipe is at least 6 inches below the bottom of the water pipe. When the above specified horizontal distance criteria cannot be met due to an existing underground facility conflict, smaller separations are allowed if one of the following is met: a) The sewer pipes are designed and constructed equal to the water pipe and pressure tested at 150 psi. b) The sewer is encased in a watertight carrier pipe or concrete. c) The top of the sewer is at least 18 inches below the bottom of the water pipe. 2. A vertical distance of at least 12 inches (outside to outside) shall be maintained between any water and sewer mains with sewer pipes preferably crossing under water mains. The minimum vertical separation can be reduced to 6 inches for vacuum-type sewers or for gravity sewers where the sewer pipe is below the water main. The crossing shall be arranged so that all water main joints are at least 6 feet from all joints in gravity and pressure sewer pipes. This distance can be reduced to 3 feet for vacuum-type sewers. When the above specified vertical distance criteria cannot be met due to an existing underground facility conflict, smaller separations are allowed if one of the following is met: a) The sewer pipes are designed and constructed equal to the water pipe and pressure tested at 150 psi. b) The sewer is encased in a watertight carrier pipe or concrete. 3. Air release valves shall be provided at high points of new force main sanitary sewers. 4. Grnvity sanitary sewers constructed within a public wellfield protection area sh.:ill be C-900 PVC or Ductile Iron Pipe. The mJximum allowable exfiltration rate of gravity sanitary sewers constructed in a public wellfield protection area shall be: a) Residential Land Uses. Fifty (SO) gallons per inch pipe diameter per mile per day, based on a minimum two (2) hour test having a minimum of two {2) feet of positive head above the crown of the pipe. b) Non-Residential Land Uses. Twenty (20} gallons per inch pipe diameter per mile per day, based on a minimum two {2) hour test having a minimum of two (2) feet of positive head above the crown of the pipe. c) Any observed leaks or any obviously defective joints or pipes shall be replaced even when the total leakage is below that allowed. 5. The maximum allowable exfiltration rate of gravity sanitary sewers constructed outside a public wellfield protection area shall be one hundred (100) gallons per inch pipe diameter per mile per day, based on a minimum two (2) hour test having a minimum of two (2) feet of positive head above the crown of the pipe. Any observed leaks or any obviously defective joints or pipes shall be replaced even when the total leakage is below that allowed. 6. Forcemain sanitary sewers constructed within a public wellfield protection area shall be ductile iron, C-900 PVC, HOPE or reinforced concrete pressure sewer pipes. 7. The mciximum allowable exfiltration/leakage rate of forcemain sanitary sewers shall be: a) Ductile Iron, C-900 PVC, HDPE and PVC Pipe. The allowable leakage rate specified in American Water Works Association Standard (AWWAS) C600-82 at a test pressure of 100 psi for a duration of not less than two {2) hours. b) Reinforced Concrete Pressure Pipe. Half {1/2) the allowable leakage rate specified in AWWA C600-82 at a test pressure of 100 psi for a duration of not less than two {2) hours. c) Any observed leaks or any obviously defective joints or pipes shall be replaced even when the total leakage is below that allowed. 8. The contractor shall verify nature, depth, and character of existing underground utilities prior to start of construction. 9. In no case shall a contractor install utility pipes, conduits, cables, etc. in the same trench above an existing water or sewer pipe except where they cross. 10. If any area of the work site is found to contain buried solid waste and/or ground or ground water contamination, the following shall apply: a) All work in the area shall follow all applicable safety requirements (e.g., OSHA, etc,) and notification must be provided to the appropriate agencies. b) Immediately notify the Environmental Monitoring and Restoration Division (EMRD). The EMRD can be contacted at (305) 372-6700. c) If contaminated soils and/or buried solid waste material is excavated during construction, then they require proper handling and disposal in accordance with the local, state and federal regulations. Be advised that the landfill owner/operator is the final authority on disposal and may have requirements beyond those provided by herein. If disposal within a Miami-Dade County owned landfill (Class I landfill) is appropriate and selected, please contact the Miami-Dade County Department of Solid Waste Management at (305) 594-6666 for information_ d) The reuse of contaminated soils that are not returned to the original excavation requires prior approval of a Soil Management Plan from the Environmental Monitoring and Restoration Division. The EMRD can be contacted at (305) 372-6700. 11. Pumps must comply with the National Electrical Code {NEC) requirements for Class I, Group D, Division 1 locations (Explosion Proof). 12. The contractor is advised that a Tree Removal/Relocation Permit may be required prior to the removal and/or relocation of tree resources. Prior to removing or relocating any trees, the Contractor shall notify the Tree and Forest Resources Section of □ERM at (305) 372-6574 or via e-mail at: tfrs@miamidade.gov, or contact the municipality with tree ordinance jurisdiction to obtain any required permits. Those trees not interfering with the construction shall be protected in place in accordance with the provisions of Section 24-49.5 of the Miami-Dade Code. 13. Please note that the demolition, removal, and/or disturbance of existing underground utilities that contain asbestos-cement pipes (ACP) are subject to the provisions of 40 CFR-61 Subpart M. Therefore, pursuant to the provisions of 40 CFR-61-145, a NOTICE OF DEMOLITION OR ASBESTOS RENOVATION form must be filed with the Air Quality Management Division (AQMD) of DERM, at least ten (10) working days prior to starting of any work. Note that the backfilling and burial of crushed ACP would cause these locations to be considered active disposal sites and subject to 40 CFR-61.154, and 40 CFR-61.151 a year after project completion. Existing standard operating procedures, as well as applicable federal, state and local regulatory criteria, must be followed and implemented to minimize any potential release of fugitive emissions, especially during project construction activities. The AQMD can be contacted via email at asbestos@miamidade.gov or 305-372-692.5. (NOT A PART OF M-DWASD NOTES NOR APPROVAL) CONTRACTOR SHALL C()l,(PL Y 111TH THE REQUIREMENTS OF THE "TRENCH SAFETY ACT'. ANO ALL REQUIREMENTS OF O.S.H.A. (NOT A PART OF M-DWASD NOTES NOR APPROVAL) CONTRACTOR SHALL USE EXTREME CAUTION lif/EN EXCAVATING. CONTRACTOR SHALL REMAIN 2 FEET AWAY f'R()I,( THE LOCATED MARKS 111TH THE MACHINE/Ir. IF 1rs NECESSARY TO EXCAVA lE lifTHIN THE 2 FOOT TOLEIIANCE ZONE. CONTRACTOR MUST HANO DIG. SOFT DIG. OR USE NON-INVASIVE MEANS TO EXPOSE ANO PROlECT THE EXISTING FAC/UTIES AS REQUIRED BY LAW. (M-DWASD NOTE) VERl/CAL CONTROL POINTS ANO ALL ELEVA l/ONS ARE BASED ON 1929 NGV!J DA TUM. THE FOLLOl'ITNG ACl/Vll/ES ON EXISl/NG WATER SERVICES AND/OR EXISl/NG WATER MAINS SUCH AS.· -CUT ANO PLUGS -WATER MAIN OFFSETS -INTERCONNECl/ONS -SERVICE INSTALLA l/ONS / REl/REJ,fENTS / SERVICE TRANSFERS -HYDRANT INSTALLA l/ONS / REl/REMENTS /RELOCATIONS -ANY WORK !HAT MAY AFFECT THE QUALITY ANO/OR Q/JANl/TY OF WASO:S-WAIER, TRANSMISSION ANO OISTRIBUl/ON SYSTEM SHALL BE PERFORMED BY A LICENSED CONTRACTOR UNDER THE SUPERVISION OF WASO LICENSED OPERA TOR ANO WASO OONAl/ONS INSPECTOR UNDER !HE SCOPE ANO J/JRISOICl/ON OF THE CONTRACTOR'S RIGHT-OF-WAY PERMIT. PRIOR TO ANY WORK BEING DONE. !HE LICENSED CONTRACTOR SHALL COORO/NA TE l'ITTH WASO OONA l/ON INSPECTOR FOR THE SCHEDULING OF LICENSED OPERA TOR TO BE PRESENT FOR PROPOSED ACll'vlTY. (NOT A PART OF M-DWASD NOTES NOR APPROVAL) I. THE CONTRACTOR SHALL CONRRM All HORIZONTAL AND VERTICAL CONTROi. POINTS PRIOR TO USE. THE CONTRACTOR SHALL CONRRM ALIGNMENT AND ELEVATIONS OF ADJACENT WORK PRIOR TO BEGINNING CONSTRUCTION. All DISCREPANCIES SHALL BE IMMEDIA lEl Y BROUCHT TO THE OHNEll's ATTENTION. 2. All EXISTING UTILITIES SHALL REMAIN IN SER'I/CE, UNLESS OTHE/llifSE NOTED. J. USE EXTREME CAUTION NEAR ALL UTILITIES, CABLES. CONOUITS, ANO MANHOLES. CONTRACTOR TO PROV/OE PROTECTION OUR/NG CONSTRUCl/ON TO ASSURE SER'IICE AT All TIMES. CONTRACTOR SHALL COOROINAlE All SCHEJJ/JLES 111TH RELO REPRESENTATIVE PRIOR TO WORKING AROUND UTILITIES. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR BEC()l,(ING FAMILIAR 111TH CURRENT SllE CONDITIONS AND SHALL REPORT ANY DISCREPANCIES ON THE PLANS TO THE ENGINEER PRIOR TO COMMENCING WORK. 5. All CONSTRUCTION IA YO/IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHAIL 8£ RESPONSIBLE FOR ESTABl/SHING THE WORK LIMIT LINES AS SHOHN ON THE PLANS ANO SHALL WORK lifTHIN THE LIMITS ANO DIUENSIONS SHOltN. ALL PAVEMENT DIMENSIONS ARE TO THE EDGE OF PAVEMENT. ANY OE'IIA TION f'R()I,( THE PLANS SHALL REQUIRE l'IT?ITTEN APPROVAL FROM THE ENGINEER PRIOR TO EXECUTING WORK. 6. GRADING SHAIL CONSIST OF All EXCAVAT/Gv. BACKRLLING. SHAPING ANO SI.OPING NECESSARY FOR THE CONSTRUCT/ON, PREPARAl/ON AND COMPLETION OF All WORK ANO OTHER AREAS. AIL IN ACCORDANCE 111TH THE LAYOUT ANO GRADES SHOWN ON THESE ORAIIINGS. SAffWT All PAVEMENT EDGES lif/ERE EXISTING PAVEMENT IS TO REMAIN. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR PROlECTING AND RESTORING All ADJACENT IMPROVEMENTS. CONTRACTOR SHALL BE RESPONSIBLE FOR RESEmNG All DISTURBEO EXISTING MANHOLE COVERS, VAL VE BOXES, BLOW-OFF RISERS, ETC. TO NEW ELEVATIONS, AS REQUIRED, lif/ETHER SPECIRCAll Y SHOWN ON ORAIIINGS OR NOT. 8. THE CONTRACTOR SHAIL NOl/FY ALL Ul/LITY COMPANIES THAT MAY BE AFFECTED BY THE PROPOSED WORI!; PRIOR TO THE START OF ANY CONSTRUCl/ON, TO ARRANCE FOR PHYSICAL LOCAl/ON ANO EIEVATION OF All UNDERGROUND IMPROVEMENTS. IT IS THE CONTRACTOR's RESPONSIBILITY TO PROVIDE THE UTILITY COMPANY sumCIENT NOTICE TO SCHEJJ/JIE ANY RELOCATION OF THEIR UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPORT OF ANY UTILITY THAT MAY BE IN CONFLICT 111TH OR ENDANGERED BY THE PROPOSED WORK. 9. All OVERHEAD OR SURFACE STRUCTURES ANO UTILITIES ENCOUNTERED ARE TO BE CAREF/Jll Y PROlECTEO f'R()I,( DAUACE OR DISPLACEMENT. All DAMAGE TO SUCH STRUCTURES SHALL 8£ C()l,(PlETEl Y REPAIRED lifTHIN THE TIME FRAME OF THE CONSTRUCTION. THE OWNER RESERVES THE RIGHT TO REMEDY SUCH DAMAGE BY OROE/1/NG OUTSIDE PARTIES TO UAKE SUCH REPAIRS AT THE EXPENSE OF THE CONTRACTOR. 10. THE CONTRACTOR MAY STORE EQUIPMENT ANO MA lERIALS lifTHIN THE LIMITS OF THE SITE. THE CONTRACTOR SHAIL MAINTAIN THESE AREAS IN A CLEAN ANO OROERL Y CONDITION SO AS NOT TO CAUSE A NUISANCE IN THE AREA. THE CONTRACTOR SHALL RESTORE THE STORAGE AREA TO ITS ORIGINAL OR BETTER CONDll/ON, ltlTH All ITS APPURTENANCES, IN KIND, TO THE SA 7/SFACTION OF THE ENGINEER ANO OHNER. II. COMPLElE "AS-BUILT" INFORMATION RELATIVE TO LOCATION, SIZE ANO DEPTH OF THE PROPOSED PIPES, STRUCTURES, AND OTHER IMPROVEMENTS SHALL BE ACC/JRAlELY RECORDED. THIS INFORUAl/ON SHALL BE SUBl,/ITTEO TO THE ENGINEER AS A CAOO RI£ ANO AS A ORAIIING SIGNED ANO SE.ALEO BY A PROFESSIONAL LAND SURVEYOR REGISlERED IN THE STAil' OF flORIOA AT THE CONTRACTOR's EXPENSE. 12. THE UNOERGROUNO Ul/LITIES SHOWN HEIIEON ARE BASED ON EXISl/NG UTILITY PLANS. NO SUBSURFACE VER/RCA TION OF THE Ul/LITIES WAS MAO£ S()l,(E Ul/LITIES MAY NOT BE RER.EClEO IN THESE PLANS. BEFORE EXCA VA 7/0N OR CONSTRUCTION, CONTACT THE SUNSHINE ONE CAIL SERVICE /811 ANO THE APPROPRIATE UTILITY C()l,(PANIES FOR RElf) VER/RCA TION. SUBSURFACE CASINGS. DUCT BANKS, FOOTINGS FOUNDATIONS, ANO OTHER SUBSURFACE FEATURES ARE NOT LOCAlEO OR SHOWN HEREON ARE TO 8£ VER/RED BY CONTRACTOR BEFORE C()l,(UENCING ANY WORK. IJ. PROVIDE 6 FOOT 'I/NY/. '1/SUAL BARRIER ON All FENCING AT CONSTRUCl/ON LIMITS. 14. THE CONTRACTOR SHAIL BE RESPONSIBLE FOR MAINTAINING THE INlECR/TY ANO UAKING THE REPAIRS OF EXISTING PAVEMENT, SIDEWALKS, PIPES. CONOIJ!TS, CURBS, CABLES. ETC., lif/ETHER OR NOT SHOWN ON THE PLANS. DAMAGED AS A RESULT OF THE CONTRACTOR's OPERATIONS ANO/OR THOSE OF HIS SUBCONTRACTORS. ANO SHALL RESTORE THEM PROMPTl Y TO THE ORIGINAL CONDITIONS OR BETTER AT NO ADDITIONAL EXPENSE TO THE OWNER. CONTRACTOR SHALL REPORT ANY DAMAGED SIDEWALK. ORIVEWAY. ETC., PRIOR TO BEGINNING WORK IN ANY AREA. 15. EXISTING WA lER UETERS, Ul/LITY POI.ES &-GUY ltlRES ANO OTHER UTILITIES lifTHIN THE LIMITS OF CONSTRUCTION SHALL BE REMOVED OR RELOCA lEO UNLESS OTHE/llifSE NOTED. 16. All WORK SHALL CONFORM TO AIL APPLICABLE CODES, ORDINANCES OF THE MIAMI-DADE COUNTY OEPARlllENT OF EN'IIRONAIENTAL RESOURCES (OERM) STANDARDS ANO DETAILS, FLORIDA OEPARlllENT OF TRANSPORTATION STANDARDS ANO DETAILS, AND UIAMI-OADE COUNTY STANDARDS ANO DETAILS. 17. PAVEMENT RESTORAl/ON FOR All Ul/LITY WORK SHALL BE IN ACCORDANCE 111TH MIAMI DADE COUNTY P/181./C WORKS STD. DETAIL R-21.1. I ALI_ IAATERlt,LS ,\ND lJ.EOR uriorn TI,IS PROJECT SHALL 8E IN snlCT AC'.:ORD,\Nf.F 'AIITH THF RFOIIIRn~'}JTS OF TH[ MIAl/I-DADE WATER AND SEWl::R t:Ei-'ARI/Jb\JI Ah'l) SHALL CONFOR~I TO THE ST/\1'~D/\RCS M,JO Sl'ECI_FIC,~TION:", i\V/d! /'.HLE A:10 ON ,'llf ~'llf-THE CfPARTMDH 5116\l-SHQP Dfi'-8\~INGS FQR AU ~1AFRIALS 2 COVE~ OVER Wi,TE,:;i OR SE'll'ER fORCC ~1!',INS SHf,LL BE 4'-0" tAIN J. ALL f,ti\lN LINE vnvcs SW,LL [j[ ll·bT/.ll[D C@PLU: \1/IIH 10· R'SER PIP[S A,\Jl) NO 3 OR 53 VAL\'[ BOXL~ I ll~L HYDRANTS M·.D S':R\liCE V,~L'1ES SHA_L BE INSTALLED co~ip_m \l\'ITH 6" RISER lf'tS A;\[j ,\'0 ') '✓Al;/L LIG:iJS. '· A_L IOI\'([ Ur.it·.' SCRVICE comur1,J~;S !NToJ PRESSURE n.11.Ns·~1ss1or-. ~·AINS SHALL HAVE A SHU' OFF '✓AL'/E ;.NC• r:-FC< \/,OLV[ AT T'--!F PJ:!-JT (F [·-!TRY. \ All GR/.',:lTY s·-::m.ts Sl-.l,LL 8~ CONS-RJ:::rrn if,) ACCOR=,M-!CE WITH DEP1\~·J•~ENT SWJGNWS 6 AL_ \'!Ail::~ ',1:TE!C 'r•ilLL Cl I1-J':J,UEC, 8Y 1"[ l,11.4MI-D.\,CE Wi>'IEll Af,J) SE','!ER tlt.P/\:.:11,1bJT, Pf(Q',::~!N'.; IH~ f,PPR:::Vil.\rE Cl-1'-RGES '-I;\\/~ EEE'l :CP,[P;',ID :'. 1·11\L !IY}?ld-,T R[:)Ulf~DACNE (NU·:Bi::R ::~o LOCt,-IDtJ) Sl-f..LL 3[ ,s RWUl~ED LW ~11;,,,.11-[,tJ)[ COiJi•.IY iR[ DL,JAJ.:l~L\JI J:i ii L i'.f-'~' -:·or1sI.-.r~ IPL ,\oJd-!CY V/IH l,~STMLA.. ,:m 1'1 /\CCORDAr·iCL 1,1,1·11 L!l'J/\I•:l~ILNI S ,\NL11\:;,)S 8 cct-rnw.:1rn1 Iii,''/ C!,_L MIJ1'/i.SO ltiSPECflJt, Dl'.'ISIOtl TO t,RRN~GE FOIi A PRECCfJ~ilP.1 W.i 10:-J ~•!TIIN1:; ' rl /! I SUSINESS DAYS PRI.JR ]) FROPOSED START or CONSF:UCTION. ccm.~.cr 0~'[ CAL'... C~NTER 45 HRS PRIOR TO EXC;i\'.'1\TION 9 GJNIR~(:1 l.'JSPFCTOR Will INSPFCT M-."r FACUTIES APPRO'VED BY THE DEPARH.ICNT faJI OTHrn RFQlJIRF~.ffNTS OF HIE rER'~ITTlt.JG AGffJCY SFALL Bi IN ACCDRDNJCE WITH THEIR STANDJI.RDS AND RE.OUl~rnENTS. rn WORK Pf~RFORl,ltO U~DER THS Pl(1).ILCI WILL NOT 0[ C:::NSIDElffD AS COMPL[! f_ UNIIL i iN,11 ACCLPIANCL 01 111[ :iYSfEl~ 3'r' THE DEl'/,RHENT AND U\JTIL THE FOLLOWl:~G COCUi.lENTS ~RE RECE:',U, ANO A.P,,RO\iffl RY iHF DEPAR-ME~il ,, r·~sEk:E\'iS, IF R~OU RED t cx:WF.A.CTCR'S 'NA:','[~ .~1,J[, ~ELEA.SE CF u:}1 ,. ARSDLUE 3I~L '.:F SALE ' UHRACi"OR'·; _rnrn er \hi':>'·m.~.tr·· (I.E., LETR ~.Gc;:Ern~NT) " JE\'ELOPER'S C(,·jJ?ACT EOND { .E., CO"jfRACI A'.;REt:MENT) -"F.ECORD 09."..'<'11'·K' ~'MHS 1:2,: ·., 3E") SH0'8I~JG SPECIFIC.: LOC.;.,.ICNS, DEPTK, m OF ALL ',~PC:R .\J.JD SFWE,~ !="ACll I llf_S ~s Lucqrn 8Y A L!C~}.SEC SUF'/EYJR & l,:l1PPER, hCt-lG 'Nl~H PRlt-!TS OF "REC'.J~D D~AWINGS" WHIC:-H.~·•;E BEE~ S!GIJED ANO S~A_[[ SY ~. RtGiSTERED SLR\:EYCR • ll'APPER. (r-!o ()1 p:~1ws .3-1-:)R WAEP, L-F:1R Gl·iAV1lY srnrn At·!;) S-FOi-1 FOF.C': 1.1:..n,,; CF F .. ,,o STA'ICiN PROJ'::ciS). Subrnilfol ,t iin~I CAD Files reo11ir,c.d , H.R.S Ll"Tl!C:R (,f RE.~E.~S[ [i[Ql!l'i~C, FOR ~."I WMFR PR:).JF:CTS I DILL OF SAI [ Sl<F-f:H (X)s_"Y. 1l"i FOR WATER Al-JD SEWER, SEPARA.TELY 11 ALL NCW C()~J~Er:TIONS FR(J).I EXISTING c,:w,RTl~EI\ T ~lAINS TO BE kADE lY DEPART!JEtH FORCES 0"1LY. i'lE CO~:TRACJCR -o [ffA\IATE Af RU.}Lll·)l.l} LOCATIOt-.1S, FRO\/lDE ANC lfJSTALL M~TElilAL ll'illl f-lHINGS, fllilOI>' 10 TAP. 1). AN .liPPR:J\/U) c'A\/lt!C ,!,.',jl) 8l·)AIN.i1CL 1-'L,\l-l MUSl BE SUBMITTED TO MO'NASO FOi-i /\LL t-JE'N SU8DI\/ISIOi·b Pl{IOf! TO AF'f'ROV/\l llF \'.'ATFP. ANO SF\'/FR PEFJUT PL~.,-.JS, UPON R~OUEST 1.3. IJNL~'.;S OIHf:-<WiSf '.;l'-C'1-I,:'., A.II l"APS 2,J r,'CHES At!D St.lALLER FOR C:)NtlECTiOr6 TO EXISTlt-lG im'JS WI_L B,~ JU:\l 8Y DEF-'.'IRfMEl·H FGRCES. J;\C{R ~_1(1 CIRCUIASTJiJ.CES i,';ILL THC CONTR,".CTOR BE PEF.MITTEC m TAP EXISTlflC '-'MlS IH THE 5-,ZE RANGE SPEClrlED ~Hi\{. HIE TilP.~ :"·!G Sl.[[•/C A\/D !,il.PP:NG 'v_,\_LV.~ /,RE FURNiSHE=, .'-~~ !\STALLED BY THE CO"•JTR.~CTUR _il\CER iHl SUPtk'il'.:i!Cr·! :.:r ':I[ l'-JSP:CTOR. --c~ I T l M CROSS !l'EC. REF. REF. IS,SU~ DAIE IEPJlil'lfilJll'. s T A N D A R D D ETA I L GS mmDADE► Q.J/01/2010 V.F.C. STANDARD REQUIREMENTS 07/20/20i6 D.\I. WATER AND SEWER 0.5 i<.'iwrou r,--:II,"''"'""''.l" v.; CONSTRUCTION SHEEf 1 OF 2 'h',\:c.'!. /J. S1'.1i:il ,'fP!,RTllCNT FOR ALL PROJECTS WHERE REMOVAL OF Ul/L/TY LINES IS PROPOSED: I. ALL EXISl/NG Ul/LITIES BBNG REMOVED ANO/OR RELOCA TEO MUST REMAIN ACTIVE ANO IN SERVICE, UNl/L SUCH 7/ME WHEN NEW REPLACING UTILITIES HA VE BEEN INSTALLED, IN SERVICE, ACCEPTED BY !HE OEPARlllENT ANO All RELA TEO SER'vlCES FROM THE EX!Sl/NG MAINS HA VE BEEN TRANSFERRED TO THE NEW ONES. BY A LICENSED CONTRACTOR 1./NOER !HE SUPERVISION OF WASO LICENSED OPERATOR ANO WASO OONA 7/0NS INSPECTOR UNDER !HE SCOPE ANO J/JRISOICl/ON OF THE CONTRACTOR'S RIGHT-OF-WAY PERMIT. 2 ALL WA/DI ANO/OR SEWER FACILll/ES LOCATED IN PRIVATE PROPERTY SHALL BE REMOVED AF/DI ALL INSTALLED SERVICES FROM THEM HA VE BEEN TRANSFERRED TO THE ALREAO Y INSTALLED ANO IN SER'vlCE NEW MAINS. ANY ASSOC/A TEO EXCLUSIVE EASEMENTS SHALL BE CLOSED ANO RELEASED AFTER THE REMOVAL OF THE EXISl/NG WATER ANO/OR SEWER FACILITIES (NOT A PART OF M-DWASD NOTES NOR APPROVAL) SEPARATIONS SHALL BE UEASUREO OUTSIDE EDGE TO OUTS/OE EDGE BETWEEN WATER MAINS AND, STORM SEWERS, STORA/WA lER FORCE MAINS, OR RECLAIMED WA TEii LINES, SHALL BE 3 FT MINIMUM. BETWEEN WA lER UAINS ANO VACUUM TYPE SEPER PREFERABLY 10 FT. ANO AT LEAST 3 FT. MINIMUM. GRA 'vlTY OR PRESSURE SANITARY SEPERS, WASTEWA TEii FORCE UAINS OR RECl.Afl,fED WA TEii PREFERABLY !J}__FT. ANO AT lEAST 6 FT. MAY BE REDUCED TO 3 FT. lif!E/IE lif2lJJ2M. OR WA TEii MAINS IS AT LEAST 6 INCHES ABOVE TOP OF SEH(R. IQ U TO ANY PART OF ON-SllE SE/1£R TREAlllENT OR DISPOSAL SYSlEM. SE.PARA 7/0NS BETWEEN WA TEii UAINS ANO GRA 'I/TY SEWER, VACUUM TYPE SEWER, OR STORM SE/1£RS, TO 8£ PREFERABLY 12 INCHES, OR AT /£AST 6 INCHES ABO!,£ OR AT /£AST 12 INCHES IF BELOW.• PRESSURE SANITARY SEPER, WASlEWA lER OR STORM WA lER FORCE MAIN. OR RECLA/MEO WA Ill/, AT fI&LJ2_JNJJJ~ ABOVE & BBQ/I!' 'NOTE.· CENlER 1-Fllll LENGTH OF WATER MAIN PIPE AT CROSSINGS; AllERNATIVELY ARRANCE PIPES SO JOINTS ARE AT /£AST 3 FEET f'R()I,( JOINTS IN VACUUM, STORM OR STORM FORCE MAINS. AT /£AST 6 FEET f'R()I,( JOINTS IN GRA'IITY OR PRESSURE SE/1£RS, WASlEWA TEii FORCE MAINS OR RECLAIMED WA lER. (NOT A PART OF M-DWASD NOTES NOR APPROVAL) I SAN/li4RY IIANllf1£S AND ll}S S/11/J. /J£ CAl'AM IT 1/fl//STANIJIN() H-20 /HO. IOIJJ. II/£ /ll¥lfJS 'sAll!li4RY SllER" 51/AlJ. BE CAST II/TO Ali. SAN/li4RY IIAlll/aE lJ)S 2 All (,1/A lfTY Sll£R PIPE SI/All /J£ PW: (.¥1 0/JClllE /1/(/11, PW: PIPE SI/All Cl1lft1/II TO AS1II D-OJ'JJI, SUI 26; IA /EST llflfS/(J/, 111/H IIAlJl//JJI IJ rooT /EN(;/HS AND Pf/511-/Jf 1/fJB/JE// CASK£T nHTS. l II/£ J/I/IIJIII/I O£SKJI S/_(Y'[S f/11 a· (,1/A lfTY Sll£R PIPES SI/All BE (I a lf/.C l II/£ C/Jlll/AC/ll/ S/11/J. /EST II/£ C/M'IE/EJJ 5f/lER IIIIE TO 0£/8/JIIII[ AI.ICNk£NT AND l/C/1//IESS IT II/£ .Kl/ITS. /ESllll(J SI/All /J£ LAI/PED AND JIIJST !J/OW A fllll C/1/CLE IT lJCl/l lllfl/.1/IA1//1f AND Elf//.1/IA1//1f /ESlll/G SI/All /J£ C/JIOIICIEO. .l: i1EAII WTS SI/All /J£ 11/STAllEO AT VAJ/IIIIJII 15 f()()T 11/IEI/YAIS f,1/ Ali. Sll£R SllllfCES mHD/1/C 15 fEET 11/ /EN(;l/l 5. 0/JClllE /11(,1/ PIPE 51/AlJ. C/JIF/llJI TO II/£ 1/E(//J///fJ/[J/lS IT AN9/AllflH Cl51/A215/-86 AND SI/All /J£ ASl'/IAIT ctJAIEO WTSIIJE /fl/ AN9/AllflH Cl~/A2U-90. l All 0//ClllE /11(,1/ ffPf {llP) SI/All /J£ 11/STAllED llf/H A J/I/IIJIII/I l1EA!I COif/1 IF .J6 IMJIES. a II/STAILA1//1f Al//) /ESllll(J IF IIAIIIS S/11/J. /J£ IXIIIE Ill AarJIIWKl" 111/H l!IAll/-/)A/}[ COI/NTY lfAIEII AND Sll£R /JEPAR!ll[NT STNIIJAllf)S Al//) 51'£0f/CA /KJIS. i Cfl/NECllll(J TO II/£ EX/Slll/G SYS/Elt All C/1fl/ECl//1fS TO EX/Slll/G IIAIIIS SI/All /J£ JIAO[ 11/tW/ II/£ O/I/EC1//1f IT II/£ EWNEl/1 Al//) IIIAJ/l-/)A/}[ COI/NTY IYAIEII Al//) Sll£R /JEPAR!ll[NTS II/Sl'EC/ll/. I. AT THE COMPLETION OF ANY WATER ANO SEWER JOB EITHER DONATION OR CONTRACT, THE CONTRACTOR SHALL SUBMIT: a. RECORD DRAWING P~NTS WHICH HAVE BEEN SIGNED ANO SEALED BY A FLORIDA UCENSED PROFESSIONAL SURVEYOR ANO MAPPER (QTY. OF PRINTS AS REQUIRED BY 1"E DEPARTMENT). 2. "RECORD DRAWING" FORMAT: a, 24"x 36• PRINTS b. PDF FlLE c. CADD FlLE (IJWG OR OXF) ROTATED AND TRANSLATED TO STATE PLANE CIXIR™NATES NPD 83 FLORIDA EAST ZONE d. THE WORDS "RECORD DRA\\1NG0 IN LARGE LETTERS e. TITLE BLOCK WITH DEPARTMENT OS, OW OR ER NUMBER AND PERTINENT INFORMATION f. PREFERRED SCALE TO BE 1"= 40' HORIZONTALlY ANO 1•= 4' VERTICALLY' g. STREET NOMENCWURE h. SEPARATE RECORD DRA\\1NGS FOR WATER AND SEWER i. SEPARATE WATER AND SEWER PROFILE j. STATIONING STARTING WITH OtOO AT PERMANENT REFERENCE POINT (LE. t \., ETC.) OR IS SHOWN ON DESIGN PERMIT PLANS, ANO TO RUN CONTINUOUSLY TO END OF M~N k. EASEMENTS, IF ANY, TIED TO PERMANENT REFERENCE POINT I. IDENTIFY All CONTROL UNES (LE. BLDG. UN[, PROPERTY UNE, R/W, ETC.) m.ALL "PROPOSED" INFORMATION TO BE REMOVED FROM PRINTS, LEA~NG ONLY RECORD DRAWING INFORMATION REFLECTED IN ORAWINGS 3. WATER "RECORD DRAWINGS" MUST INCLUDE: a. PLANS SH0\\1NG PIPE SIZE, MATERIAL ANO OFFSET OF M.AJN, DEFLECTIONS (IF ANY), STATION OF SEfMCES, HYDRANTS, VALVES, FITTINGS, IF ANY, All IN STATE PLANE COORDINATES. UTILITY CROSSINGS SHAll BE CLEARLY IDENTIFlED AND LOCATED. b. PROFILE SHOWING TOP OF GR()(JND AND TOP OF PIPE ELEVATIONS AT EVERY 100' STATION AND AT ANY CHANGE IN GRADE (WITH CORRESPONDING STATION). ~PE SIZE AND PIPE MATERW.S REFERENCED TO PLAN. 4. SEWER "RECORD DRAWINGS" MUST INCLUDE: a. PLAN SHIJWING MANHOLE NUMBER, PIPE SIZE ANB PIPE MATERVIL OF PIPE, DEFLECTION, SLOPE OF GRAVITY SEWER, LOCATION OF LATERALS 111TH REFERENCE TO MANHOLE AND CLIANOL/TS. b. THE NORTHERLY AND EASTERLY COORDINATES ON ALL FIELD DBT~NED MEASUREMENTS AND PRDVIDEO ON All RECORD DRAWING SUBMITTALS c. PROFILE SHOWING MANHOLE NUMBER (AS PER PLAN), RI~ AND INVERT ELEVATIONS (IF MORE THAN ONE INVERT, LABEi. NORTH, SOUTH, ETC.), AND STATION STARTING AT O+OD AT DOWNSTREAM MANHOII. 5. FORCE M.AJN °RECORD DRAWING" SAME AS WATER M.AJN. 6. EACH RECORD DRA~NG SHAll SHOW THE FLORIDA STATE PLANE CCOROINATES (CURRENT REABJUSTMENT) OF ALL THE MANHOLES AND VALV5 AND OF AT LEAST lWO HORIZONTAL CONTROL POINTS PROPERLY IDENTIFlED AND LOCATED WITHIN THE PROJECT. • OTHER SCALE MAY BE PERMITTED, BUT MUST BE APPROVED BY THE DEPARTMENT PRIOR TO PREPARATJON OF DRAWINGS. ISSUE DATE APPROVED BY 03/11/2009 V.F.C. 07/20/2016 D.V. I T E M STANDARD DETAIL "RECORD DRAWING" REQUIREMENTS CROSS SPEC. REF. REF. GS 0.5 SHEET 2 OF 2 0 __J 0... 0 z N (0 3: (J) f-0 0 z N (0 3: (J) SW 69TH ST SW 70TH ST \_ __ ;, SW 72ND ST f-ST 0 SW 74TH 0 z N (0 3 (J) SW 71ST ST f-I f-Ol ID 3: PROPERTY ADDRESS: 1109 SW 61ST COURT, SOUTH MIAMI, FL 33143 PARCEL 1: LOTS B, 9 ANO 10, BLOCK 2, OF "ROSSWOOD SUBOl'vlSION: ACCORDING TO THE PLAT THEREOF. PLAT BOOK 13, PAGE 62, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. AS RECORDED IN ANO LOTS 4, 5 ANO 6, BLOCK 2, OF "LARKIN CENTER: ACCORDING TO THE PLAT THEREOF. AS RECOROEO IN PLAT BOOK 27, PAGE 67, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. PARCEL 2: LOT 7, BLOCK 2, OF "LARKIN CENTER: ACCORDING TO THE PLAT THEREOF. AS RECORDED IN PLAT BOOK 27, PAGE 67, OF THE PUBLIC RECORDS OF MIAMI-OAOE COI.INTY, FLORIDA. FOLIO /: 09-4025-011-0130, 09-4025-021-0090 SECTION 25, TOWNSHIP 54 SOUTH, RANGE 40 Sunshine® !HIS /lll,f HAS Bml 0/GiTALLY SICNEO ANO SEALFO BY .lJRG[ R. AWN{J Pf., ON !HE OA TE ADJACENT TO !H[ SEAL. PRINTEO COPIES Of !HIS OOCIJll[NT AR[ NOT CONSll}[R[O SICNEO AN!) SEALEO AN!) !H[ SICNATIJRE Ill/ST 8[ l;fR/fiEO ON ANY ElECTRONIC COP/[S, 5/0J/2024 Call 811 or visit sunshine811.com two full business days before digging to have buried facilities located and marked. I HEREBY CERl/FY: Thal /his plan was prepared under my direction and to /lie best of my knowledge and belief complies with the intent of the "MANUAL OF UNIFORII STANOAROS FOR OES/CN, CONSTRUCTION ANO MAINTFNANCE FOR STREETS, ANO HIGH/I/A rs; as adopted by 1/Je Slate of Rorida legislature, C/Japler 72-328 F.S. Englnffr11 • PlonM.,. • SUr\oll)'Ol"tl 1:550 S.W. S7TH A\'ENUE,. SUITE 207 WEST Ml,..,MI, FLOAIDA 3314"4 TEL (.?!~) 2es-so.?10 Check positive response codes before you dig! FA.X. (::!iOS) 211!1!!1-~::!i::!i ~~m:fi, ~8.:,_.:;-!"~~::...com I N T E R I O R SP L A N N I N GARCHITECTUREE-MAIL: info@beharfont.comFAX: (305) 740-5443TEL: (305) 740-5442Coral Gables, Florida 331464533 Ponce de Leon Blvd.AA0002451Certification No.FAX: (678) 765-2008TEL: (678) 765-2008Buford, Georgia 30518554 W. Main Street, Suite 11002022 BEHAR FONT & PARTNERS P.A.SHEET NAME:C H E C K E D B Y :D R A W N B Y :S C A L E :P R O J E C T N o.R E V I S I O N S :D A T E :O W N E R :S E A L :S H E E T N o.THE DESIGN AND DRAWINGS FORTHIS PROJECT ARE THE PROPERTYOF THIS ARCHITECT AND AREPROTECTED UNDER THE COPYRIGHTPROTECTION ACT.DUE TO THE COMPLEXITY OF THEPROJECT, THE CONTRACTORSHALL CARRY A 3% CONTINGENCYOF HARD COST ON THE PROJECT.NO COPIES, REPRODUCTIONS, TRANSMISSIONS OR ELECTRONIC MANIPULATION OF ANY PORTION OF THESE DRAWINGS IN WHOLE OR IN PART ARE TO BE MADE WITHOUTTHE EXPRESS WRITTEN PERMISSION OF BEHAR FONT & PARTNERS, P.A. ALL DESIGNS INDICATED IN THESE DRAWINGS ARE PROPERTY OF BEHAR FONT & PARTNERS, P.A.ALL COPYRIGHTS RESERVED (C) 2022. THESE PLANS ARE FOR BUILDING DEPARTMENT REVIEW ONLY THEY ARE NOT TO BE CONSTRUED AS CONSTRUCTION DOCUMENTSUNTIL ALL BUILDING DEPARTMENT APPROVALS ARE OBTAINED.OFAS SHOWN20-06707/13/23N.VENGINEER'S CERTIFICATIONG.P.Jorge R. Aviñó, PE No. 22207Civil EngineerCONSULTANT :SKILLED NURSING FACILITY 7109 SW 61ST COURT, SOUTH MIAMI, FL 33143 PROPOSED SKILLED NURSING FACILITYWATER AND SEWERPLAN AND PROFILESWS-2.02 2MIAMI-DADE WATER & SEWER AGREEMENT I.D.#31847135I I \ I I I --_\ __ -7 ----EXIST. SAN. SEWER MANHOLE RIM ELEV. = 12.34 /NV. ELEV. = 6. 99 (S) INV. ELEV. = 1. 34 (W} --EXIST. 8' SAN. SEWER MAIN (ES-5296-18) ' -----------12 10 8 6 4 2 1 2 DD/lD R•vt::,, WVC" PR()P R"v;;" WW CONN£Cl/ON AT ,"\ jU1L 8Lll\ S. W. 61ST. 1/CONNECl/ON AT /NV. £LEV. = 6. 90 Al-f C/L \ /NV. £LEV. = 8.40 11\ S. W. 61ST. I I I I I CT. C/L l2L 1238 I p -I 1200 __ 11.83 p !l.v --,---1290 1---25'1 \_ EXIST. GRAD£ --I I I --11.45 25' EXIST. CRAOE I -EXIST. 2• WATER MAIN I I , FOR CONT. I I I I TOP ELEV. = 8. 9± SE£ PLUMB/NC , {CONTRACTOR TO FIELD 1-fRIFY I I l PLANS EXACT LOCA l/ON ANO £LEVA l/ON ,,, PRIOR TO CONSTRUCllON) ;;,; a.16± I 8.66± 8.63±;;,; l1 ~ 11'... "" I -~I "---EXIST. 8' SAN. SEWER MAIN I ' I ~ !NV. ELEV. = 8. 32± I .,(~' (CONTRACTOR TO FIELD VERIFY I \1.21± 1.14± I \1.11± I I EXACT LOCA l/ON ANO £LEVA l/ON 6.90 I I PRIOR TO CONSTRUCllON) ',1 I I '--EXIST. 12' DIP WATER MAIN I I I TOP £LEV. = 7.10± (CONTRACTOR TO FIELD 1-fRIFY EXACT LOCA l/ON AND £LEVA 170N PRIOR TO CONSTRUCllON) ' I PROP. 25.7 LF± OF 6' I I I I PROP. 25 LF± OF 6' PVC C-900 SAN. SEWER PVC C-900 SAN. SEWER LAT. @1.04% MIN. SLOP£ LA T. @!. 04% MIN. SL OP£ PROP. 25.7 LF± OF 6' PVC C-900 SAN SEWER LAT. PROP. 25 LF± OF 6' PVC C-900 SAN SEWER LAT. SCALE· 1'=20' HORIZONTAL 1 '=2' 1-fRllCAL SCALE: AS SHOWN SCALE· 1 '=20' HORIZONTAL 1 "=2' V£Rl/CAL 12 10 8 6 4 2 --------I I I --Sunshine® Call 811 or visit sunshine811.com two full business days before digging to have buried facilities located and marked. Check positive response codes before you dig! !HIS /lll,f HAS Bml 0/GiTALLY SIGNED ANO SEALED BY .lJRC£ R. AWN{J Pf., ON !HE OA 1£ ADJACENT TO !H[ SEAL. PR!N1£0 COPIES Of lH/S OOC/Jll£NT AR£ NOT CONS/0£/r[O SICN£0 AN!) SEALED AN!) !HE SICNATIJRE Ill/ST 8£ l;fR/fiED ON ANY El£C1RON/C COPIES. 5/0J/2024 I HEREBY CERllFY: Thal /his plan was prepared under my direction and to /lie best of my knowledge and belief complies with the intent of the "MANUAL OF UNIFORM STANDARDS FOR 0£5/CN, CONSTRUCllON ANO MAINTFNANCE FOR S!RffTS, ANO HICHWA rs; as adopted by /lie Slate of Rorida legislature, Cliapler 72-328 F.S. Englnffl"II • PlonM.,. • SUr\oll)'Ol'tl 1:550 S.W. S7TH •••.'VENUE, SUITE 207 WEST l,U,..,MI, FLOAIDA 3314,4 TEL (.?!~) 2es-so:,0 FA.X. (::!iOS) 211!1!!1-~::!i::!i ~~m:fi, ~8.:,_.:;:,"~~::.,.com 1/2"1/2"1/2" 1/2"1/2"1/2"1/2"1/2"1/2"1/2" 1/2" 1/2" 1/2" 0" 0" 0"0" 0"0" 0"0" 0" 21 3 GROUND LEVEL EL. -0'-1"(12.72' N.G.V.D.) GROUND LEVEL EL. -0'-1"(12.72' N.G.V.D.) GROUND LEVEL EL. +-0'-0"(12.80' N.G.V.D.) GROUND LEVEL EL. +-0'-0"(12.80' N.G.V.D.) GROUND LEVEL EL. +-0'-0"(12.80' N.G.V.D.) GRAVEL SW 61ST COURTSW 61ST AVENUECLCLSW 61ST COURTSW 61ST AVENUECLCLSIDEWALKSIDEWALKSIDEWALKSIDEWALKSIDEWALK75 VO 9 ED 6 AI 9 SV 5 IE 5 IC 10 sf NE 17 sf NE 4 IC 6 RH 47 PX 112 MS 15 VO 24 SA 16 VO 4 ED1 47 SA B. No. shrubs allowed x 30% = No. of native shrubs required A. No. trees required x 10 = No. of shrubs allowed SHRUBS A + D + F = ______ Total Trees G. Total Trees Required F. Street trees located directly beneath power lines (maximum average spacing of 25' o.c.):_______ linear feet along street / 25 = _________ linear feet along SW. 61St Court / 30' = D. Street trees (maximum average spacing of 30' o.c., 25' o.c. if palms): C. % Natives Required: No. trees provided x 50% = B. % Palms Allowed: No. trees required x 30% = = _______ trees x net lot acres = Less existing number of trees meeting minimum requirements A. No. trees required per net lot acre TREES C. Total s.f. of landscaped open space required by Chapter 33: A + B = No. outside/ground-level parking spaces______ x 10 s.f. per parking spaces = B. Square Feet of parking lot open space required, as indicated on site plan: Net lot area = ________ s.f. x _____ % = _________ s.f. A. Square Feet of open space required, as indicated on site plan: PROVIDEDREQUIREDOPEN SPACE s.f.acresNet Lot AreaZoning District: LANDSCAPE LEGEND Information Required to be Permanently Affixed to Plan 27 - 18 35,230 4,191 3,523 3,523 -- 4,1913,523 TODD MU-5 SEE LANDSCAPE 31481 454270 2727 N/AN/A 166 55 149 6 1822 10 35,2300.80 44_________ linear feet along SW 61St Ave / 30' =132 Total Street Trees=99 Palms as Street Trees = 1:1 60 A. _________ total s.f. of landscaped open space required by Chapter 33 B. Maximum lawn area (sod) permitted = ______ % x _________s.f. = LAWN AREA CALCULATION 3,523 2,114 03,523 0 E. % Natives Required: No. trees provided x 50% =55 SYMBOL CODE QTY BOTANICAL / COMMON NAME SIZE CONTAINER NATIVE NOTES TREES ED 9 Elaeocarpus decipiens Japanese Blueberry Tree 10` HT. X 5` SPR. X 2" CAL. F.G.N - IC 9 Ilex cassine Dahoon Holly 10` HT. X 4` SPR. X 2" CAL. F.G.Y - STREET TREES ED1 4 Elaeocarpus decipiens Japanese Blueberry Tree 12` HT. X 6` SPR. 2.5" CAL. MIN. F.G.N STREET TREE IE 5 Ilex x attenuata 'East Palatka' East Palatka Holly 12` HT. X 6` SPR. 2.5" CAL. MIN. F.G.Y STREET TREE SHRUBS AI 7 Alcantarea imperialis Imperial Bromeliad (By Bullis Bromeliads 36" HT. X 36" SPR.17" POT N - RH 6 Rhapis excelsa Lady Palm 4` O.A. HT.10 GAL. N - VO 106 Viburnum obovatum Walter's Viburnum 24" HT. X 24" SPR. / 24" O.C. 3 GAL. Y - SHRUB AREAS NE 208 Nephrolepis exaltata Boston Fern 18" HT. X 15" SPR. / 15" O.C. 3 GAL. Y FULL PX 47 Philodendron x 'Xanadu' Xanadu Philodendron 18" HT. X 18" SPR. / 24" O.C.3 GAL. N - SA 71 Schefflera arboricola Green Schefflera 24" HT. X 24" SPR. / 24" O.C. 3 GAL. N - SV 9 Schefflera arboricola 'Trinette' Variegated Schefflera 18" HT. X 18" SPR. / 18" O.C. 3 GAL. N - GROUND COVERS MS 112 Microsorum scolopendria Wart Fern 15" HT. X 15" SPR. / 15" O.C. 3 GAL. N - PLANT SCHEDULE SOUTH MIAMISKILLED NURSING FACILITY © 2023 BEHAR FONT PARTNERS, P.A. THE DESIGN AND DRAWINGS FOR THIS PROJECT ARE PROPERTY OF THIS ARCHITECT AND ARE PROTECTED UNDER THE COPYRIGHT PROTECTION ACT.S E A L : JAVIER FONT AR No. 12547 PROPOSED 180 BED SKILLED NURSING FACILITY7109 SW 61ST COURTSOUTH MIAMI, FLORIDA 33143DATE: 05-03-2024 PROJECT NO: 20-067 DRAWING NAME: SHEET NO: LANDSCAPE PLAN L-1 NORTH Scale: 1"=10'-0" LANDSCAPE PLAN 136 "-----------) / I cl . I • / 4 __J ., . , /I ' ' '/lJ I l -1 . L__~~=:-/ • /I 1 1 1----i I,---- ' \ r _,, 0 cf /+--flt-1-=--=---=--=--=....::i_.1 0 I ' ' s7 _J [!:._:. •• 1/ ~~ X_'._ X ~ 1 ii 111 111 111 111 ii 111 111 111 111 I 11 11 11 11 111111111 111111111 d. '" •• ·, ' 1/ ·, 1/ ) ----=- ' \17 ' I I I j / I 11 11 11 11 L l 0 /\, --,\ '\L ; J J LJ O )L--fl-rit------:1-/--r--....... It -.-11-- v • I ,:; 1/ :,. C, •• (___f-----1:~::::::--_____-; ~ / \__/ l J. •1 I 'r,··~ k+--tJ ~,~rr7T II I t--I /'"1 \ ~ ( i l/lt,--'\ • 11-t--I L i ··.· I ""'1 @) f+tt-t-7"-T7T _+/ " I ' <c.' ,,.I fti<;,-'1""'!F==i=n; -,c J ./- ~ y - I l J J V \\I / l J PLANTING SOIL DISTANCE TO CENTERLINE WILL VARY ACCORDING TO SPECIES AND HABITAT OF GROWTH SO THAT MATURE PLANTS WILL NOT OVER LAP ONTO SIDEWALK, STRUCTURES, PAVED AREAS, ETC. DISTANCE BETWEEN PLANTS SHOULD BE FAR ENOUGH TO ALLOW PLANTS TO REACH MATURE SIZE WITHOUT INTERFERING WITH GROWTH OF ADJACENT PLANT MATERIALS SPACING AS PER PLANS ROOT BALL 12" MIN. 12" MIN. BACKFILL SUBSOIL EXISTING SUBSOIL MINIMUM 2" x 2" x 2" x 0" P.T. PINE WOOD STAKE OR #5 RE-BAR 2'-0" LONG. POSITION TO SECURELY STABILIZE TREE REINFORCED RUBBER HOSE BLACK WELLINGTON 1 2" WIDE NYLON TAPE BLACK WELLINGTON 1 2" WIDE NYLON TAPE ROOT BALL TREE PIT 2"x2"x 2'-0" P.T. PINE WOOD STAKE OR #5 RE-BAR 2'-0" LONG 9"PLANT BALL 9" FINISH GRADE MINIMUM 2" x 2" x 6" P. T. PINE WOOD STAKES OR #5 RE-BAR TWO PER TREE - POSITION TO SECURELY STABILIZE TREE EXISTING SUBSOIL BACKFILL TYPICAL GROUNDCOVER PLANTING DETAILTYPICAL CONTAINER SPACING DETAILTYPICAL SHRUB PLANTING DETAILCURVED TRUNK PALM PLANTING DETAIL STRAIGHT TRUNK PALM PLANTING DETAILTYPICAL TREE GUYING DETAILSMALL TREE PLANTING DETAILLARGE TREE PLANTING DETAIL 120 120 EXISTING SUBSOIL PAVED WALK SPACING OF PLANTS AS INDICATED ON PLANTING PLAN 3" MULCH LAYER, GRADE "A"CLEAR TRUNKGREY WOOD1/3 HEIGHTOF TRUNKEXCAVATE TO A MIN DEPTH OF 12" AND BACKFILL WITH PREPARED PLANTING SOIL TRIANGULAR SPACINGEQUAL PLANTING SOIL MIX AS SPECIFIED SQUARE SPACING MULCH EDGING - ALL PLANT BEDS ADJACENT TO SOD AREAS SHALL RECEIVE A 3" DEEP LAYER OF MULCH LIMIT OF SOD LINE - ALL SOD IS TO BE LAID AS PER DRAWINGS (SEE LANDSCAPE PLAN) NOTE: IN MOST CASES, TRIANGULAR SPACING IS PREFERRED. USE SQUARE SPACING ONLY IN SMALL RECTILINEAR AREAS. 4" EARTH BERM 2" x 4" x 12" PINE FOOTPAD FOR SOFT SOIL CONDITIONS SUCH AS SAND, BURIED 3" BELOW GRADE 2" LAYER OF NEW TOPSOIL EQUA L EQUALWRAP (5) LAYERS OF BURLAP TO TRUNK AT POINT OF SUPPORT (3) 2" x 4" x 6" P. T. PINE WOOD CLEATS . WIRE WITH GALVANIZED METAL STRAP AS SUPPORT FOR WOOD BRACERS - DO NOT NAIL BRACES TO THE TRUNK (3) 2" x 4" P. T. PINE WOOD BRACE @ 120 DEGREES APART. PAINT TO MATCH TRUNK COLOR IF REQUIRED TOP OF MULCH SHALL BE 1/2" BELOW PAVEMENT NOTE: ALL PALMS WITH A CLEAR TRUNK HEIGHT OF 6' FEET OR MORE ARE TO BE STAKED. REMOVE BURLAP FROM TOP OF ROOT BALL 4" EARTH BERM 3" MULCH LAYER, GRADE "A" 2" LAYER OF NEW TOPSOIL SPACING AS PER PLANS PLANT BALL 6" MULCH EDGING - ALL PLANTING BEDS ADJACENT TO SOD AREAS SHALL RECEIVE A 4"-6" DEEP LAYER OF MULCH PLANT MATERIAL SHALL NOT BE PRUNED PRIOR TO INSTALLATION - AFTER PLANT HAVE BEEN INSTALLED, EACH PLANT SHALL BE PRUNED FOR UNIFORMITY BACKFILL SOIL EXISTING SUBSOIL TYPICAL CURB AND GUTTER 6" SIDEWALK 6"* GUY WIRE - #12 DOUBLE STRAND TWISTED - WRAP TWICE AROUND TREE TRUNK WITH TWO-PLY RUBBER HOSE AT ALL POINTS OF CONTACT - ATTACH WIRE TO STAKES. 60 DETAIL PLAN 1/3 VERTICALHEIGHTWRAP (5) LAYERS OF BURLAP TO TRUNK AT POINT OF SUPPORT ROOT BALL 12" MIN. BLACK WELLINGTON 1/2" WIDE NYLON TAPE 3" MULCH LAYER, GRADE "A" 2" LAYER OF NEW TOPSOIL REMOVE BURLAP FROM TOP OF ROOT BALL 12" MIN. ROOT BALL 12" MIN. EXISTING SUBSOIL BRACING DETAIL 2" X 4" CROSSMEMBERS NAILED TO BRACES 2 (2" x 4") WOOD BRACERS IN " X" SHAPE NAILED TOGETHER (see detail above) BACKFILL SOIL 3" MULCH LAYER, GRADE "A" 2" LAYER OF NEW TOPSOIL 4" EARTH BERM FOOT PAD TRUNK CROSSMEMBER BRACERS 12" MIN.VERTICAL HEIGHT2"x 4"x 12" FOOT PAD FOR SOFT SOIL CONDITIONS SUCH AS SAND; BURIED 3" BELOW GRADE. LIMIT OF SOD LINE - ALL SOD TO BE LAID AS PER DRAWINGS (SEE LANDSCAPE PLAN) EXISTING SUBSOIL 4" EARTH BERM MINIMUM 2" x 2" x 2" x 0" P.T. PINE WOOD STAKE OR #5 RE-BAR 2'-0" LONG. POSITION TO SECURELY STABILIZE TREE 3" MULCH AS SPECIFIED OVER ALL PLANTING BEDS THIN BRANCHES BY 25% - RETAIN NATURAL SHAPE OF PLANT - PAINT ALL CUTS OVER 4" DIA. WITH TREE PAINT - DO NOT CUT CENTRAL LEADER TREES OF SAME SPECIES TO BE MATCHED IN GROWTH CHARACTER ** DO NOT CUT CENTRAL LEADER THIN BRANCHES BY 25% - RETAIN NATURAL SHAPE OF PLANT. PAINT ALL CUTS OVER 1/2" DIAMETER WITH TREE PAINT BLACK WELLINGTON 1/2" WIDE NYLON TAPE 120 OVERALL HEIGHTTRIM ONLY DEAD AND BROKEN FRONDS - DO NOT CUT CENTRAL LEADER BURLAP PLANTING NOTES: -All plant material is to be Florida Number 1 or better pursuant to the Florida Department of Agriculture's Grades and Standards for Nursery Plants. -All plants are to be top dressed with a minimum 3" layer of Melaleuca mulch, Eucalyptus mulch or equal. -Planting plans shall take precedence over plant list in case of discrepancies. -No changes are to be made without the prior consent of the Landscape Architect and Owner. Additions and or deletions to the plant material must be approved by the project engineer. -Landscape Contractor is responsible for providing their own square footage takeoffs and field verification for 100% sod coverage for all areas specified. - All landscape areas are to be provided with automatic sprinkler system which provide 100% coverage, and 50% overlap. - All trees in lawn areas are to receive a 24" diameter mulched saucer at the base of the trunk. - Trees are to be planted within parking islands after soil is brought up to grade. Deeply set root balls are not acceptable. - Planting soil for topsoil and backfill shall be 50/50 mix, nematode free. Planting soil for annual beds to be comprised of 50% Canadian peat moss, 25% salt free coarse sand and 25% Aerolite. - Tree and shrub pits will be supplemented with "Agriform Pells", 21 gram size with a 20-10-5 analysis, or substitute application accepted by Landscape Architect. Deliver in manufacturer's standard containers showing weight, analysis and name of manufacturer. GENERAL NOTES: -The Landscape Contractor is to locate and verify all underground and overhead utilities prior to beginning work. Contact proper utility companies and / or General Contractor prior to digging for field verification. The Owner and the Landscape Architect shall not be responsible for any damages to utility or irrigation lines (see Roadway Plans for more utility notes). -Landscape Contractor is to verify all current drawings and check for discrepancies and bring to the attention of the Landscape Architect prior to commencing with the work. -All unattended and unplanted tree pits are to be properly barricaded and flagged during installation. -All planting plans are issued as directives for site layout. Any deviations, site changes, etcetera are to be brought to the attention of the Landscape Architect for clarification prior to installation. SOD NOTES: -Sod is to be grade "A" weed free. -All areas marked "LAWN" shall be solid sodded with St. Augustine 'Floratam' solid sod. See limit on plan. All areas marked 'Bahia Grass' shall be solid sodded with Paspalum. -Provide a 2" deep blanket of planting soil as described in planting notes this sheet. Prior to planting, remove stones, sticks, etc. from the sub soil surface. Excavate existing non-conforming soil as required so that the finish grade of sod is flush with adjacent pavement or top of curb as well as adjacent sod in the case of sod patching. -Place sod on moistened soil, with edges tightly butted, in staggered rows at right angles to slopes. -Keep edge of sod bed a minimum of 18" away from groundcover beds and 24" away from edge of shrub beds and 36" away from trees, measured from center of plant. -Sod Shall be watered immediatley after installation to uniformily wet the soil to at least 2" below the bottom of the sod strips. -Excavate and remove excess soil so top of sod is flush with top of curb or adjacent pavement or adjacent existing sod.SOUTH MIAMISKILLED NURSING FACILITY © 2023 BEHAR FONT PARTNERS, P.A. THE DESIGN AND DRAWINGS FOR THIS PROJECT ARE PROPERTY OF THIS ARCHITECT AND ARE PROTECTED UNDER THE COPYRIGHT PROTECTION ACT.S E A L : JAVIER FONT AR No. 12547 PROPOSED 180 BED SKILLED NURSING FACILITY7109 SW 61ST COURTSOUTH MIAMI, FLORIDA 33143DATE: 07-13-2023 PROJECT NO: 20-067 DRAWING NAME: SHEET NO: LANDSCAPE DETAILS L-2 137 1- + + + + + + + + □ + + 1 2 3 20 21 18 19 17 16 15 14 13 12 7 8 6 11 10 9 5 41/2"1/2"1/2" 1/2"1/2"1/2"1/2"1/2"1/2"1/2" 1/2" 1/2" 1/2" 0" 0" 0"0" 0"0" 0"0" 0" 21 3 GRAVEL SW 61ST COURTSW 61ST AVENUECLCLSYMBOL LEGEND #Tree to Remove NORTH Scale: 1"=10'-0" TREE DISPOSITION PLAN SOUTH MIAMISKILLED NURSING FACILITY © 2023 BEHAR FONT PARTNERS, P.A. THE DESIGN AND DRAWINGS FOR THIS PROJECT ARE PROPERTY OF THIS ARCHITECT AND ARE PROTECTED UNDER THE COPYRIGHT PROTECTION ACT.S E A L : JAVIER FONT AR No. 12547 PROPOSED 180 BED SKILLED NURSING FACILITY7109 SW 61ST COURTSOUTH MIAMI, FLORIDA 33143DATE: 05-03-2024 PROJECT NO: 20-067 DRAWING NAME: SHEET NO: LANDSCAPE PLAN TD-0 REPLACEMENT CHART TOTAL CANOPY AREA OF TREES TO BE REMOVED 14,751.34 SQ. FT. TO BE REMOVED TOTAL NUMBER OF REPLACEMENT TREES PROVIDED 18 Category 2 Trees = 5,400 SQ. FT. Total Mitigation Provided = 5,400 SQ. FT. Leaving a Mitigation shortfall of = 9,351.34 SQ. FT. Or payment to the Tree Trust Fund =$9,818.91 (@$1.05 per sq ft) 138 I i! , I I I I 4 I ' ~ I I I I I I I 4 I -SAS 1 1/ z < " I I z < " I z < "1 I z < " t < " I z < " v ... I z < " ' z < " el '" z < '" z < '" z < '"I z < " ~I " z < " z < " < " 0 I 1-1 I .J I < I I 4 d I I 4 ~I <. 4 I I L i CJCJ I I J 7 I I L _____________ J 7 i i ~ • 7 -. .l~•¼"Rl ~· :) 0 ~--11-=-i--;-- -----_: _ -------'-~---~ -_ _:_ -----7 rc -:1, ,1 ~I ~f ii. ~~-~~-~-=~,:;;:~~-... ~--_-_ ~ J .JL-___ J - G QG ~~ ~----------'' 0 cf 0 cf m % Tree# 1 2 3 4 s 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 I I • -=====r I -• •• .. TREE DISPOSITION CHART Common Name DBH Height Spread (Inch) (Foot) (Foot) Oak Tree 13.2 25 18 Oak Tree 10.2 25 18 Oak Tree 7.8 2S 18 Oak Tree 24 35 30 Oak Tree 20.4 30 20 Oak Tree 24 30 25 Palm Tree 7.8 20 8 Oak Tree 8.4 30 15 Palm Tree 16.8 45 8 Nispero 20.4 35 18 Framboyan 18 35 25 Oak Tree 15.6 25 25 Coconut Palm 30 25 10 Palm Tree 16.8 15 12 Oak Tree 12 35 20 Oak Tree 7.8 20 15 Oak Tree 22.8 30 18 Palm Tree 20.4 19 8 Palm Tree 12 20 6 Royal Ponciana 36 30 25 Ficus 72 30 20 Total Square Footage (Excluding Specimen Trees) Specimen Trees Only (Sq. Ft.) Specimens (Sq. Ft.) x 2 Total Square Footage Removed Canopy Specimen Disposition (Sq. ft.) 508.94 NO Remove 508.94 NO Remove S08.94 NO Remove 1413. 7 YES Remove 628.32 YES Remove 982 YES Remove 100.53 NO Remove 353.43 NO Remove 100.53 NO Remove 508.94 YES Remove 981. 75 YES Remove 981. 75 NO Remove 157.08 YES Remove 226.19 NO Remove 628.32 NO Remove 353.43 NO Remove 508.94 YES Remove 100.53 YES Remove 56.55 NO Remove 981.75 YES Remove 628.32 YES Remove 4327.55 6891.33 13782.66 18110.21 ~ ~ I 1'-"--\AN--1-----+---SAN-~ I I - I I • I I I I ' '1 11 I I I a: I I I > I < I I I I I I I; I • t / I ·1 CJ > < > I ' I I I I I I I ' ' > I ' I I I , ' 'IM n " t J. / < ',',~,! \ . / \ ,; / \ / I I I I I AN--SAN-+jN- 1 l!!mJ I W'./, I I I I I I I I I I I I I I I I I l f I I I I I I I I I I I ' I I ,.:::---------i I ,..._ I ' " I '" ,..,,, I \ I \ I W\ --1--~ ---------------- C,A\1--C:A.\J----=-_;i_ 1 2 3 20 21 18 19 17 16 15 14 13 12 7 8 6 11 10 9 5 41/2"1/2"1/2" 1/2"1/2"1/2"1/2"1/2"1/2"1/2" 1/2" 1/2" 1/2" 0" 0" 0"0" 0"0" 0"0" 0" 21 3 GRAVEL SW 61ST COURTSW 61ST AVENUECLCLSYMBOL LEGEND #Tree to Remove NORTH Scale: 1"=10'-0" TREE DISPOSITION PLAN SOUTH MIAMISKILLED NURSING FACILITY © 2023 BEHAR FONT PARTNERS, P.A. THE DESIGN AND DRAWINGS FOR THIS PROJECT ARE PROPERTY OF THIS ARCHITECT AND ARE PROTECTED UNDER THE COPYRIGHT PROTECTION ACT.S E A L : JAVIER FONT AR No. 12547 PROPOSED 180 BED SKILLED NURSING FACILITY7109 SW 61ST COURTSOUTH MIAMI, FLORIDA 33143DATE: 05-03-2024 PROJECT NO: 20-067 DRAWING NAME: SHEET NO: LANDSCAPE PLAN TD-1 REPLACEMENT CHART TOTAL CANOPY AREA OF TREES TO BE REMOVED 14,751.34 SQ. FT. TO BE REMOVED TOTAL NUMBER OF REPLACEMENT TREES PROVIDED 18 Category 2 Trees = 5,400 SQ. FT. Total Mitigation Provided = 5,400 SQ. FT. Leaving a Mitigation shortfall of = 9,351.34 SQ. FT. Or payment to the Tree Trust Fund =$9,818.91 (@$1.05 per sq ft) 139 : I : : : : I I I I I I I I I ~ :K~ r..,.,. ___ "1-t_ ;:; •• ••= r -I 1 ...... iii 11 ~~~~::tj__J_t-,-------, ~ I I -I ~ ~I f------- 1 ;. II r, I : I :~ 4 v;:~ L=::::;::;;;;;;::;::::::;:::;::::;:::;:::::;::::;::;::::;:=!L~ II II ?::: 1111 I~ ::4 " ~ L_JL_J : i ~ 4 fll.~1,CL_L__LL_LL,. 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I I I I • I I I I i! I I I I • cl, <l tf' Ia----¼, • I ••• I re C L _J ~--1,-1\l,1--- ,-----I I_ JI; 71 7:ir==\ fi I -VL _JL _JLI "--J II Ii l., I 0 B '} / ~ ~"---+--+-1--+-V /f ~s--+----+----,1~ e---ll----ll. I I I • I I I I I I I ~~ I '~ W =II • ---------g f---+-+---IH' ('r-SA --SAN~;-HI , 1 1-S.~ 10 Nispero 11 Framboyan 12 Oak Tree 13 Coconut Palm 14 Palm Tree 15 Oak Tree 16 Oak Tree 17 Oak Tree 18 PalmTree 19 Palm Tree 20 Royal Ponciana 21 Ficus : f--t--f,*lt,: 1: i f I I I I 18 35 25 981. 75 15.6 25 25 981. 75 30 25 10 157.08 16.8 IS 12 226.19 12 35 20 628. 32 7.8 20 15 353.43 22.8 30 18 508. 94 20.4 19 8 100. 53 12 20 6 56.55 36 30 25 981. 75 72 30 20 628. 32 Total Square Footage (Excluding Specimen Trees) 4327.55 Specimen Trees Only (Sq. Ft.) 6891.33 Specimens (Sq. Ft.) x 2 13782.66 Total Square Footage Removed 18110.21 --j f-+-i* YES Remove YES Remove NO Remove YES Remove NO Remove NO Remove NO Remove YES Remove YES Remove NO Remove YES Remove YES Remove " ~ I I I I I I I I ~ I I I : I i I I I : I I I CJ I I I I I .,) J I / I I ~ =-1-w, :,---,., :/;<,•: t,-!-: / f-----" ~ " f I t \ . / \ ,; / \! I I I I I I I I r-----1 % I I I I I I I I I I I ,.:::---------i I ,..._ I \ ""'-1 '" ,..,,, I \ I \ I W\ - -_J,I - -_'._,_WM ----1'.'ls' - - --\'.'1,1 - - --Wl,I 10A .............................................................................................MIAMI HERALD MONDAY JULY 8 2024 NOTICE OF PUBLIC HEARING AND SPECIAL MEETING OF THE HEMINGWAY POINT COMMUNITY DEVELOPMENT DISTRICT The Board of Supervisors of the Hem- ingway Point Community Development District will hold a special meeting and a public hearing on July 24, 2024, at 10:00 am at the Waterstone Bay Club- house, 1355 Waterstone Way, Home- stead, FL 33033, for the purpose of hearing comments and objections on the adoption of the budget(s) for the operation and maintenance of District facilities for Fiscal Year 2025. In addi- tion, the Board will hear public com- ment and objections relative to the levy of a non-ad valorem assessment pur- suant to Florida Law for the purpose of funding operations and maintenance and principal and interest expenses of the District. The District may also fund various facilities through the collection of certain rates, fees and charges, which are identified within the bud- get(s). A copy of the budget(s) may be obtained at the offices of the Dis- trict Manager, 5385 N. Nob Hill Road, Sunrise, Florida 33351, during normal business hours. At the Special Meet- ing, the Board is expected to consider and discuss the meeting minutes from the meeting of May 22, 2024, resolu- tions adopting the budget and levying non-ad valorem assessments, staff reports, the monthly financial reports of the District, and any other business which may lawfully and properly come before the Board. This Notice is given in accordance with the requirements of Sections 189.417 and 190.008, Florida Statutes. The meeting is open to the public and will be conducted in accordance with the provisions of Florida Law for Community Develop- ment Districts. There may be occasions when one or more Supervisors will participate by telephone. At the above location there will be present a speaker telephone so that any interested person can attend the meeting at the above location and be fully informed of the discussions taking place either in person or by telephone communication. Any person requiring special accom- modations at this meeting because of a disability or physical impairment should contact the District Office at (954) 721-8681 at least five calendar days prior to the meeting. Each person who decides to appeal any decision made by the Board with respect to any matter considered at the meeting is advised that person will need a record of the proceedings and that accordingly, the person may need to ensure that a verbatim record of the proceedings is made, including the testimony and evidence upon which such appeal is to be based. Ben Quesada Manager IPL0174999 Jul 1,8 2024 July 31st, 2024 MIAMIHERALD.COM LOOKING FOR A GOOD MECHANIC? Let Classifieds Help MIAMIHERALD.COM Let Classifieds Help SELL IT NOW MIAMIHERALD.COM MIAMIHERALD.COM BARGAIN HUNTER? Let Classifieds Help Misc. Service Care Giver Service Directory Commercial Real Estate Misc. For Sale For Rent Want to Buy Merchandise Autos for Sale Automotive Community Events Announcements MIAMIHERALD.COM TOO MUCH STUFF? Let Classifieds Help jobs.miamiherald.com Legals webaddress.com/classifieds FIND.BUY.SELL. SELL YOURSTUFF FAST! classifieds.miamiherald.com 305.350.2111 AIRPORT - NW 58 ST WAREHOUSE-RENT Warehouse & office complex Lease 1200, 1800, 2500, 3300, 4200, 5000, 6000, 6600, 8500 sq ft up Street or Dock FREE RENT TILL July 31st, 2024 Rental Off. - 8400 NW 66 St. 305-591-1647 Real Estate 400 Association, Inc. PALM BEACH APARTMENT FOR RENT Across the street from the ocean in Palm Beach, FL is 400 S. Ocean Blvd, an exclusive building designed by the famous architect Edward Durrell Stone. A one-bedroom, completely remod- eled furnished apartment with a living room, kitchen, and walk-in shower with access to amenities in the build- ing, including a swimming pool, gym and party room, located just one block from Worth Avenue. Available for immediate occupancy for a minimum of a one-year lease. Contact Theresa at 561-655-5470 or David at 847-804-0483. A video of the building is available upon re- quest. NOTICE TO CREDITORS IN THE CIRCUIT COURT FOR MIAMI- DADE, COUNTY, FLORIDA IN RE: ESTATE OF MAVIS MONICA SPENCE The Estate of MAVIS MONICA SPENCE,deceased, File No.2024- 002342-CP-02,is pending in the MIAMI-DADE County, Florida, Pro- bate Division, the address of which is 73 WEST FLAGLER ST ROOM 238 MIAMI, FORIDA 33130. ALL INTERESTED PERSONS ARE NOTIFIED THAT: The dece- dent, MAVIS MONICA SPENCE, who lived at 1000 NW 118TH STREET, MI- AMI, Florida 33168, died on May 03, 2022. All Creditors and interested parties of the decedent are notified that all claims against the estate will be forev- er barred unless presented to Sheattel Lightbourne, named personal rep- resentative at 1000 NW 118TH ST, Miami, Florida 33168, or to both the probate court and the personal repre- sentative within 90 DAYS after the date of publication of this notice. Attorney for Personal Representative: Rebecca Ingram P.O.BOX 416441 Miami Beach Fl. 33141 Fl Bar No. 946745 Rebeccaingram676@gmail. com IPL0182624 Jul 8,15 2024 Courteous Palm Beach Buyer seeks quality art, Old Masters to Modern,Pi- casso Pottery, Antiques, Jewelry, Fine Watches, Silver, Chinese etc 561-801- 0222 NOTICE OF APPLICATION TO ESTABLISH BANK BRANCH. Notice is hereby given pursuant to 12 C.F.R. § 5.8 of the regulations of the Office of the Comptroller of the Currency (OCC) that Pacific National Bank, N.A 1390 Brickell Avenue, Mi- ami, FL 33131 has filed an applica- tion with the OCC on July 1st, 2024, as specified in 12 C.F.R. § 5 for per- mission to establish a branch office at 13101 SW 89th Place Suite #107, Miami, Florida 33176. Any person desiring to comment on this application may file his or her comments in writing with the Director for District Licensing, 500 N. Akard St., Suite 1600, Dallas, TX 75201, or at Li- censingPublicComments@occ.treas. gov, within 30 days of this publication. To request a copy of the public por- tion of the filing, contact the Director for District Licensing, 500 N. Akard St., Suite 1600, Dallas, TX 75201, or email Licensing@occ.treas.gov. Filing information may also be found in the OCC’s Weekly Bulletin available at www.occ.gov. IPL0182609 Jul 8 2024 CITY OF SOUTH MIAMI, FLORIDA CITY COMMISSION MEETING NOTICE OF PUBLIC HEARING Notice is hereby given that the City Commission will hold a public hearing on Thursday, July 18, 2024, at 7:00 p.m. at South Miami City Hall Com- mission Chambers, 6130 Sunset Drive, South Miami, FL 33143, to consider the following public hearing item(s): A RESOLUTION OF THE MAYOR AND CITY COMMISSION OF THE CITY OF SOUTH MIAMI, FLORIDA, RELATING TO THE 2024 GENERAL ELECTION FOR THE MAYOR AND CITY COMMISSIONERS GROUPS II AND III TO BE HELD ON NOVEMBER 5, 2024; ESTABLISHING QUALIFYING DATES FOR THE CITY’S GENERAL ELECTION ON NOVEMBER 5, 2024; PROVIDING FOR THE CITY CLERK TO UTILIZE THE SERVICES OF THE MIAMI-DADE COUNTY SUPERVISOR OF ELECTIONS FOR THE GENERAL ELECTION, INCLUDING THE ISSUANCE OF THE APPROPRIATE BALLOT AND ADHERENCE TO ELECTION PROCEDURES IN ACCORDANCE WITH APPLICABLE AND STATE LAW; PROVIDING FOR AUTHORI- ZATION, IMPLEMENTATION, CORRECTIONS AND AN EFFECTIVE DATE. A RESOLUTION AUTHORIZING THE CITY MANAGER TO ENTER INTO A MULTI- YEAR AGREEMENT WITH URBAN SDK FOR TRAFFIC ANALYTICS FOR THE SOUTH MIAMI POLICE DEPARTMENT AND PUBLIC WORKS- ENGINEERING & CONSTRUCTION NOT TO EXCEED $40,000 FOR THE TERM OF THE AGREE- MENT. A RESOLUTION OF THE MAYOR AND CITY COMMISSION OF THE CITY OF SOUTH MIAMI, FLORIDA, [APPROVING/DENYING] A SPECIAL EXCEPTION AP- PLICATION PURSUANT TO SECTION 20-8.9 OF THE CITY OF SOUTH MIAMI LAND DEVELOPMENT CODE, FOR A LARGE SCALE DEVELOPMENT PROJECT FOR A SKILLED NURSING FACILITY ON AN APPROXIMATELY 0.8-ACRE PROP- ERTY LOCATED AT 7040 SW 61ST AVENUE AND 7109 SW 61ST COURT; PRO- VIDING FOR CONDITIONS, ENFORCEMENT OF CONDITIONS, CORRECTIONS, SEVERABILITY, AND AN EFFECTIVE DATE. A RESOLUTION OF THE MAYOR AND CITY COMMISSION OF THE CITY OF SOUTH MIAMI, FLORIDA, CALLING FOR A SPECIAL ELECTION FOR THE CITY OF SOUTH MIAMI TO BE HELD ON NOVEMBER 5, 2024, CONCURRENT WITH THE GENERAL ELECTION, FOR THE PURPOSE OF SUBMITTING TO THE ELECTORATE A BOND REFERENDUM REGARDING THE ISSUANCE OF GEN- ERAL OBLIGATION BONDS BY THE CITY OF SOUTH MIAMI IN AN AMOUNT NOT TO EXCEED SIXTY-FIVE MILLION ($65,000,000.00) DOLLARS FOR THE PURPOSE OF ACQUIRING, CONSTRUCTING, RECONSTRUCTING, IMPROVING AND EQUIPPING VARIOUS CAPITAL IMPROVEMENTS, REAL PROPERTY, AND INFRASTRUCTURE FOR PARKS AND RECREATION, PUBLIC WORKS, AND PUB- LIC SAFETY; PROVIDING FOR PUBLICATION OF NOTICE OF SUCH REFEREN- DUM; PROVIDING REQUISITE BALLOT LANGUAGE FOR SUBMISSION TO THE ELECTORATE; PROVIDING FOR THE CITY CLERK TO UTILIZE THE SERVICES OF MIAMI-DADE COUNTY SUPERVISOR OF ELECTIONS FOR THE SPECIAL ELEC- TION; AND PROVIDING FOR AN EFFECTIVE DATE. A RESOLUTION OF THE MAYOR AND CITY COMMISSION OF THE CITY OF SOUTH MIAMI, FLORIDA, CALLING A SPECIAL ELECTION TO BE HELD ON NO- VEMBER 5, 2024, FOR THE PURPOSE OF SUBMITTING TO THE ELECTORATE A PROPOSED AMENDMENT TO SUBSECTION H OF SECTION 5 “POWERS AND DUTIES” OF ARTICLE III “CITY MANAGER” OF THE CITY CHARTER, AS PRE- SENTED IN A BALLOT QUESTION TO ALLOW THE COMMISSION TO SET PUR- CHASING LIMITATIONS BY ORDINANCE FOR CITY PURCHASES OF GOODS AND SERVICES; PROVIDING FOR REQUISITE BALLOT LANGUAGE AND CHAR- TER AMENDMENT TEXT FOR SUBMISSION TO THE ELECTORATE; PROVIDING FOR THE CITY CLERK TO UTILIZE THE SERVICES OF MIAMI-DADE COUNTY SUPERVISOR OF ELECTIONS FOR THE SPECIAL ELECTION; PROVIDING FOR AUTHORIZATION, IMPLEMENTATION, CORRECTIONS, AND AN EFFECTIVE DATE. AN ORDINANCE OF THE MAYOR AND CITY COMMISSION OF THE CITY OF SOUTH MIAMI, FLORIDA, AMENDING ARTICLE II “DEFINITIONS,” ARTICLE III “ZONING REGULATIONS,” AND ARTICLE IV “OTHER REGULATIONS,” TO PER- MIT URGENT CARE FACILITIES AND PROVIDE APPLICABLE REGULATIONS; PROVIDING FOR CORRECTIONS; SEVERABILITY; CONFLICTS; IMPLEMENTA- TION; AND AN EFFECTIVE DATE. Commission members will participate in Chambers or by video conferencing through the Zoom platform and members of the public may join the meeting via Zoom at (https://zoom.us/j/3056636338), by phone by calling +1-786-635-1003 and entering Meeting ID: 3056636338 when prompted, or in person in the Com- mission Chambers, and where their appearance will be broadcast on the Zoom platform, and where they can participate. All interested parties are invited to attend and will be heard. For further information, please contact the City Clerk’s Office at: 305-663-6340. Pursuant to Section 286.0105, Fla. Stat., the City hereby advises the public that if a person decides to appeal any decision made by the Commission with respect to this matter, such person must ensure that a verbatim record of the proceed- ings 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 the introduction or admission of otherwise inadmissible or irrelevant evidence, nor does it authorize challenges or appeals not otherwise allowed by law. ADA: To request a modification to a policy, practice or procedure or to request an auxiliary aide or service in order to participate in a City program, activity or event, you must on or before 4:00 p.m. 3 business days before the meeting (not counting the day of the meeting) deliver your request to the City Clerk by telephone: 305-663-6340, by mail at 6130 Sunset Drive, South Miami, Florida or email at npayne@southmiamifl.gov. Nkenga A. Payne, CMC, FCRM City Clerk IPL0182520 Jul 8 2024 CRESTVIEW WEST COMMUNITY DEVELOPMENT DISTRICT NOTICE OF SPECIAL BOARD MEETING NOTICE IS HEREBY GIVEN that the Board of Supervisors (the “Board”) of the Crestview West Community Development District (the “District”) will hold a Special Board Meeting (the “Meeting”) at 5:00 p.m. on July 17, 2024, in the Conference Room at Kendall Executive Center located at 8785 SW 165th Avenue, Suite 200, Miami, Florida 33193. The purpose of the Meeting is to discuss the District Landowners’ Meeting, set a date and time of the Landowners’ Meeting, and to conduct any other District business which may lawfully and properly come before the Board. A copy of the Agenda for this Meeting may be obtained from the District’s website or by con- tacting the District Manager at nnguyen@sdsinc.org and/or toll free at 1-877- 737-4922 five (5) days prior to the date of the meeting. Meetings are open to the public and are conducted in accordance with the pro- visions of Florida law for community development districts. This Meeting may be continued as found necessary to a date, time and place specified on the record. Also, there may be occasions when Staff and/or Board members may participate by speaker telephone. If any person decides to appeal any decision made with respect to any matter considered at this meeting, such person will need a record of the proceedings and such person may need to ensure that a verbatim record of the proceedings is made at his or her own expense and which record includes the testimony and evidence on which the appeal is based. In accordance with the provisions of the Americans with Disabilities Act, any person requiring special accommodations or an interpreter to participate at this Meeting should contact the District Manager at nnguyen@sdsinc.org and/ or 1-877-737-4922 at least seven (7) days prior to the date of this particular meeting. Meetings may be cancelled from time to time without advertised notice. CRESTVIEW WEST COMMUNITY DEVELOPMENT DISTRICT www.crestviewwestcdd.org IPL0182022 Jul 8 2024 Miami Memorial Cemetery 2 Plots for Sale Section “E” Masonic Garden, Lot 13, 1 and 2 For Sale 904-208-1858 $10,000 Each ISLANDS AT DORAL (NE) COMMUNITY DEVELOPMENT DISTRICT REQUEST FOR PROPOSALS FOR ANNUAL AUDIT SERVICES The Islands at Doral (NE) Community Development District hereby requests pro- posals for annual financial auditing services. The proposal must provide for the auditing of the District’s financial records for the fiscal years ending September 30, 2024, September 30, 2025, and September 30, 2026, with an option for an additional two (2) year renewal. The District is a local unit of special-purpose government created under Chapter 190, Florida Statutes, for the purpose of financing, constructing, and maintaining public infrastructure. The District was formed in 2004 and encompasses approximately 68.01 acres in Miami-Dade County. In 2004 there were special assessment bonds (the “bonds”) issued in the amount of $7,295,000, which financed all or a portion of certain public infra- structure improvements within the District. The bonds were refinanced in 2014. Additional information about the District is available upon request. All applicants must be duly licensed under Chapter 473 and qualified to con- duct audits in accordance with government auditing standards as adopted by the Florida Board of Accountancy (Yellow Book). Audits shall be conducted in accordance with Florida law and particularly Section 218.39, Florida Statutes, and the rules of the Florida Auditor General. Proposal packages, which include evaluation criteria and instructions to proposers, are available from the District Manager. Interested firms should submit one (1) copy and one (1) digital copy of their qualifications, and any other supporting documentation to Islands At Doral (NE) Community Development District, c/o Special District Services, Inc., 2501A Burns Road, Palm Beach Gardens, Florida 33410 on or before 4:00 p.m. on Au- gust 20, 2024, in an envelope marked on the outside “Auditing Services-Islands At Doral (NE) Community Development District”. Proposed Audit Fees must be good for a period of not less than ninety (90) days. Questions should be directed to the District Manager at 561-630-4922 and/or toll free at 1-877-737-4922. The District reserves the right to reject all or portions of the submittals. All costs to prepare the proposals shall be at the proposer’s expense. ISLANDS AT DORAL (NE) COMMUNITY DEVELOPMENT DISTRICT www.islandsdoralnecdd.org IPL0181930 Jul 8 2024 CARIBE PALM COMMUNITY DEVELOPMENT DISTRICT REQUEST FOR PROPOSALS FOR ANNUAL AUDIT SERVICES The Caribe Palm Community Development District (the “District”) hereby re- quests proposals for annual financial auditing services. The proposal must pro- vide for the auditing of the District’s financial records for the fiscal years ending September 30, 2024, September 30, 2025, and September 30, 2026, with an option for an additional two (2) year renewal. The District is a local unit of special-purpose government created under Chapter 190, Florida Statutes, for the purpose of financing, constructing, and maintaining public infrastructure. The District was formed in 2004 and encompasses 50 acres in Miami-Dade County. In 2005 there were Special Assessment Bonds (the “Bonds”) issued in the amount of $2,390,000. The Bonds were used to pay for certain public infra- structure improvements within the District. The bonds were refinanced in 2017. Additional information about the District is available upon request. All applicants must be duly licensed under Chapter 473 and qualified to con- duct audits in accordance with government auditing standards as adopted by the Florida Board of Accountancy (Yellow Book). Audits shall be conducted in accordance with Florida law and particularly Section 218.39, Florida Statutes, and the rules of the Florida Auditor General. Proposal packages, which include evaluation criteria and instructions to proposers, are available from the District Manager. Interested firms should submit one (1) copy and one (1) digital copy of their qualifications, and any other supporting documentation to the Caribe Palm Community Development District, c/o Special District Services, Inc., 2501A Burns Road, Palm Beach Gardens, Florida 33410 on or before 4:00 p.m. on Au- gust 20, 2024, in an envelope marked on the outside “Auditing Services-Caribe Palm Community Development District”. Proposed Audit Fees must be good for a period of not less than ninety (90) days. Questions should be directed to the District Manager at 561-630-4922 and/or toll free at 1-877-737-4922. The District reserves the right to reject all or portions of the submittals. All costs to prepare the proposals shall be at the proposer’s expense. CARIBE PALM COMMUNITY DEVELOPMENT DISTRICT www.caribepalmcdd.org IPL0181913 Jul 8 2024 BLUEWATERS COMMUNITY DEVELOPMENT DISTRICT REQUEST FOR PROPOSALS FOR ANNUAL AUDIT SERVICES The Bluewaters Community Development District (“District”) hereby requests proposals for annual financial auditing services. The proposal must provide for the auditing of the District’s financial records for the fiscal years ending Sep- tember 30, 2024, September 30, 2025, and September 30, 2025, with an option for an additional two (2) year renewal. The District is a local unit of special-pur- pose government created under Chapter 190, Florida Statutes, for the purpose of financing, constructing, and maintaining public infrastructure. The District was formed in 2004 and encompasses approximately 80 acres in Miami-Dade County. In 2004 there were Special Assessment Bonds (the “Bonds”) issued in the amount of $6,240,000, which financed all or a portion of certain public infra- structure improvements within the District. The Bonds were refinanced in 2014. Additional information about the District is available upon request. All applicants must be duly licensed under Chapter 473 and qualified to con- duct audits in accordance with government auditing standards as adopted by the Florida Board of Accountancy (Yellow Book). Audits shall be conducted in accordance with Florida law and particularly Section 218.39, Florida Statutes, and the rules of the Florida Auditor General. Proposal packages, which include evaluation criteria and instructions to proposers, are available from the District Manager. Interested firms should submit five (5) copies and one (1) digital copy of their qualifications, and any other supporting documentation to Bluewaters CDD, c/o Special District Services, Inc., 2501A Burns Road, Palm Beach Gar- dens, Florida 33410 on or before 4:00 p.m. on August 20, 2024, in an envelope marked on the outside “Auditing Services- Bluewaters CDD”. Proposed Audit Fees must be good for a period of not less than ninety (90) days. Questions should be directed to the District Manager at 561-630-4922 and/or toll free at 1-877-737-4922. The District reserves the right to reject all or portions of the submittals. All costs to prepare the proposals shall be at the proposer’s expense. BLUEWATERS COMMUNITY DEVELOPMENT DISTRICT www.bluewaterscdd.org IPL0181899 Jul 8 2024 OCEANFRONT VIEW Large 2bd 2ba approx 1400sqft. Text Your Email For Pictures and More Info. 786-218-1262 3800 Month 390k Buy Buick Envision Premium II 2016 Excellent condition, 76200 miles 305 505 6036 19,650 Pleasant Room For Rent No Smoking or Drinking. Utilities in- cluded. North Miami Beach. $1,225/ monthly shared bath. No deposit. No Pets plz. Call now 786-707-6004. Nurse looking For Job Nurse seeks live in job to care for the elderly/sick.Ref- erences available.Call Pearl 7863971243 Autos All years Junk or used car,van, truck,Runs or not. $ Cash Paid call 305-332-0483 or 954-980-1818. 1 Menorca Way Palm Coast, Fl Building Lot Gated, resort style amenities, boat access to intercoastal and ocean. Includes dry boat storage. 386 307 3330 129,000. Chrystler Sebring Convertible Limited 2008 Mint Condition / Inferno Red 36,000 miles 786-287-9624 $13,000 OBO Recarga tus medicamentos por solo $39.99 y descubre más servicios en https://ourtopclinic.com Optum – Red Road will be relocating effective July 1, 2024. NEW LOCATION Optum – Little Havana 2974 SW 8th St. Miami, FL 33135 Phone: 1-305-631-3000 Fax: 1-305-631-3009 For questions or copies of medical records call or fax: Phone: 1-305-260-2680 Fax: 1-305-260-2686 IPL0179975 Jun 21,23,28,30-Jul 2,7-8 2024 6330 SW 65th Ave, South Miami, Fl 33143 Centrally Located 3/2 Large fenced in backyard, Pool, 2 Car Garage. $4800. Call 7863025000 Wild About Wildlife Vir- tual Summer Camp Manatee Lagoon Virtual June 15-19 Free camp filled with animal observa- tions, experiments, games, and les- sons featured in a mix of live, pre-re- corded and self-paced content. NOTICE TO CLAIMANTS OF COMPLAINT FOR EXONERATION FROM OR LIMITATION OF LIABILITY UNITED STATES DISTRICT COURT SOUTHERN DISTRICT OF FLORIDA CASE NO. 24-cv-20923-AHS In the Matter of LUIS CAMEJO PEREZ, as Owner of the 2018 Contender Boats 39-foot Center Console Vessel bearing Hull Identification No. JDJ9V148B818, Petitioner. NOTICE TO CLAIMANTS OF COMPLAINT FOR EXONERATION FROM OR LIMITATION OF LIABILITY Notice is hereby given that Petition- er, LUIS CAMEJO PEREZ, as Owner of the 2018 Contender Boats 39-foot Center Console Vessel bearing Hull Identification No. JDJ9V148B818 (the “Vessel”), has filed a Petition pursuant to Title 46 U.S.C. §§ 30501 et seq., as amended, for exoneration from or lim- itation of liability of all claims for any injuries, loss, destruction or damage arising out of an alleged incident that occurred in Miami-Dade County, Florida, on or about September 26, 2023, as more fully described in the Petition. All persons having such claims must file their respective claims, as pro- vided in Rule F of the Supplemental Rules for Certain Admiralty and Mar- itime Claims of the Federal Rules of Civil Procedure, with the Clerk for the United States District Court for the Southern District of Florida, Fort Lauderdale Division, U.S. Federal Building and Courthouse, 299 East Broward Boulevard, Fort Lauderdale, Florida 33301, and serve a copy on counsel of record for Petitioner, Victor J. Pelaez, Esq., Fowler White Burnett, PA, 1395 Brickell Ave., 14th Floor, Miami, Florida 33131, on or before August 3, 2024, or be defaulted. If any Claimant desires to contest ei- ther the right to exoneration from or the right to limitation of liability, he or she shall file and serve on counsel for Petitioner an answer to the Peti- tion on or before the aforesaid date, unless his or her claim has included an answer so designated, or else be defaulted. DONE AND ORDERED in Chambers, Fort Lauderdale, Florida this 7th day of June, 2024. RAAG SINGHAL UNITED STATES DISTRICT JUDGE IPL0177894 Jun 17,24,Jul 1,8 2024 120 Jefferson Ave Miami Beach 2 Bed/2 Bath Luxury Condo in the heart of SOFI Miami Beach Specious 2-bed/2-bath with 2 patios built for a private outdoor BBQ area. 2 indoor assigned parking spaces. The Courts at South Beach offers a modern, tranquil and secure living environment in the heart of the ex- clusive South Of Fifth (SOFI) neigh- borhood. Enjoy the amenities such as resort-style large pool, smaller pool with hot tub, a well-equipped gym, sauna, party room and 24/7 se- curity. A perfect location with walking access to the beach, the best restau- rants, bars, shops, south point park, and schools. (786)267-7436 $5,200/Month Notice of Public Hearing and Special Meeting and Au- dit Committee Meeting of Coral Keys Homes Commu- nity Development District The Board of Supervisors of the Coral Keys Homes Community Development District will hold a special meeting and a public hearing and an audit committee meeting on July 23, 2024 at 6:30 p.m. at the Club Keys Pointe Clubhouse, 350 NE 5th Place, Florida City, Florida, for the purpose of hear- ing comments and objections on the adoption of the budget(s) for the oper- ation and maintenance of District facil- ities for Fiscal Year 2025. In addition, the Board will hear public comment and objections relative to the levy of a non ad valorem assessment pursuant to Florida Law for the purpose of fund- ing operations and maintenance and principal and interest expenses of the District. The District may also fund var- ious facilities through the collection of certain rates, fees and charges which are identified within the budget(s). At the special meeting, the Board of Supervisors is expected to consider and discuss the minutes from the last meeting, the fiscal year 2025 budget, staff reports, monthly financial re- ports, and any other business which may lawfully and properly come be- fore the Board. At the audit commit- tee meeting, the audit committee will review, discuss, evaluate, and rank the proposals to perform the audit. The agenda and budget may be ob- tained from the District Manager, 5385 N. Nob Hill Road, Sunrise, Florida 33351; and on the CDD’s web page: http://www.coralkeyshomescdd.com. The meeting is open to the public and will be conducted in accordance with the provisions of Florida Law for Community Development Districts, and may be continued to a date, time, and place to be specified on the re- cord at the meeting. There may be occasions when one or more Super- visors will participate from a computer, tablet, or phone. Members of the pub- lic may also participate from a com- puter, tablet, or phone. Participants are strongly encouraged to submit questions and comments to the Dis- trict Manager’s Office at info@gmssf. com or by calling (954) 721-8681, in advance of the meeting to facilitate the Board’s consideration of such questions and comments during the meeting. Any person requiring spe- cial accommodations at this meeting because of a disability or physical impairment should contact the District Office at (954) 721-8681 at least five calendar days prior to the meeting. Each person who decides to appeal any decision made by the Board with respect to any matter considered at the meeting is advised that person will need a record of the proceedings and that accordingly, the person may need to ensure that a verbatim record of the proceedings is made, includ- ing the testimony and evidence upon which such appeal is to be based. Luis Hernandez, Manager IPL0176472 Jul 1,8 2024 Companion Home Caretaker Drive to appts/errands Light house cleaning/ laundry Light cooking/sitter 305-335-1436 140 ffliamiHeralb AIRPORT/Pa lmetto Warehouses for Rent NW 58 St to 74 St Are a Free Rent until STREET LEVEL 125 0,1350, 1500, 1800 2500, 3600, 4400 Sq Ft DOCK & DOCK/RAMP 2100,2500,3300,3500,3600 4200, 5000, 6600, 9685 & up Lrg Offices & Ample Pa rkin g Renta l Office 8190 NW 66 St www.caribenational.co m Cari be National Realty Corp. 305-593-0587 Realtor BliamHHeral~