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Res No 152-21-15752RESOLUTION NO. 152-21-15752 A Resolution relating to a Variance application to reduce the number of parking spaces required for a mixed-use building containing a Skilled Nursing Facility and retail space on property identified as folio numbers 09-4025-011-0130 and 09- 4025-027-0090 generally located between SW 61st Avenue and SW 61 st Court and as legally described herein. WHEREAS, the applicant, Waterstone Capitol Operations, LLC, submitted an application (number PB-21-015) requesting a variance pursuant to Section 20-5.9 of the Land Development Code (LDC) for a reduction in required off-street parking spaces for a mixed-use building located on property fronting onto SW 61 st Avenue and SW 6pt Court and as legally described in Exhibit A (attached); and WHEREAS, the applicant has submitted a concurrent request for a Special Exception approval for a Large Scale Development pursuant to LDC Section 20-B.9; and WHEREAS, the proposed development will consist of a lBO-bed skilled nursing facility and approximately 1735 square feet of retail space; and WHEREAS, the development program described above requires 239 parking spaces pursuant to the LDC and the applicant has proposed 106; and WHEREAS, pursuant to Section 20-5.9 of the LDC, the approval of a variance requires a review by the Planning Board and a recommendation to approve, deny, or approve with conditions, as well as the approval of the City Commission after a public hearing; and WHEREAS, at its November 9, 2021 meeting, the Planning Board held a public hearing on the application, considered each of the variance criterion listed in Section 20-5.9 of the LDC, and voted unanimously to recommend approval of the variance requested; and WHEREAS, the Mayor and City Commission of the City of South Miami, having considered each of the variance criterion listed in Section 20-5.9 of the LDC and having found that those conditions have been met, desire to approve the application for the variance. 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 3 Res. No. 152-21-15752 Section 2. The application (number PB-21-015) submitted by Waterstone Capitol Operations, LLC, requesting to reduce the required off-street parkin g requirement from 239 spaces to 106 spaces , which is a reduction of 133 off-street parking spaces, for a mi xed-use bui l ding consisting of a 180-bed sk illed nursing facility and 1,735 square feet of retail uses within the TOOD (MU-5) zo ning district located at 7040 SW 61 st Avenue and 7109 SW 61 st Court, South Miami, Florida, is hereby approved. As part of the condition to the granting of the large-scale deve l opment special exception and this parking variance, the owner agrees to install electric ve hicle supply equipment in accordance with Section 20-4.4(G) of the Land Development Code based the 239 spaces (and rounded dow n to 230 spaces) that would have been required, but for this va riance and which equates to 23 spaces . Section 3. Conditional Use Approval. The approval ofthe requested va riance is l imited to a mixed-u se bui lding consisti n g of a 180-bed sk i ll ed nursing faci l ity and 1,735 square feet of reta il uses. Thi s use may not change unless it is approved by the City Commission. 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 fina l resolution for signature . Section 5. Severab i lity. If any section clause, sentence, or phrase of thi s resolution is for any reason held invalid or unconstitutional by a court of competent jurisdiction, the holding shall not affect the va lidity of the remaining portions of thi s resolution. Section 6. Effective Date. This resolution shall become effective immediate ly upon adopt ion by vote of the City Commission. PASSED AND ADOPTED this ~ day of December, 2021. COMMISSION VOTE: 5-0 Mayor Philips: Yea Commis sioner Corey: Yea Commissioner Gil: Yea Commissioner Harris: Yea Commissioner Li e bman: Yea Page 2 of 3 Res. No. 152-21-15752 Parcell: 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 3 of 3 Agenda Item No:7. City Commission Agenda Item Report Meeting Date: December 7, 2021 Submitted by: Jane Tompkins Submitting Department: Planning & Zoning Department Item Type: Resolution Agenda Section: Subject: A Resolution relating to a Variance application to reduce the number of parking spaces required for a mixed-use building containing a Skilled Nursing Facility and retail space on 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. 4/5 (City Manager-Planning Dept.) Suggested Action: Approval Attachments: Cover_Memo_Waterstone_Skilled_Nursing_Facility (1).docx RESOLUTION_variance_reduced_parking_Waterstone_Capitol (1)CArev.docx PB-21-015 & PB-21-016 - Application Package.pdf Skilled Nursing Facility_7040 SW 61 Ave_Level 1 Traffic Study revised.pdf Skilled Nursing facility_Parking Study_rev.pdf PB-21-015 & PB-21-016 Plans.pdf PB-21-015 & PB-21-016 Draft PB Regular Meeting Minutes Excerpt - 11-09-2021.pdf Landscape Comp Letter - Nursing Facility.pdf Boundary & Topographic Survey.pdf 11-9-2021 PB Legal Ad.pdf Miami Herald Ad.pdf MDBR Ad.pdf 1 CITY OF SOUTH MIAMI OFFICE OF THE CITY MANAGER INTER-OFFICE MEMORANDUM TO:The Honorable Mayor and Members of the City Commission VIA:Shari Kamali, City Manager FROM:Jane K. Tompkins, AICP, Planning Director RE:Waterstone Capital Operations, LLC 7040 SW 61st Avenue and 7109 SW 61 st Court Date:December 7,2021 APPLICANT:Waterstone Capital Operations, LLC SUBJECT A Resolution relating to a Variance application to reduce the number of parking spaces required for a mixed-use building containing a Skilled Nursing Facility and retail space on 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. PROPERTY INFORMATION The property is located between SW 61st Avenue and SW 61st Court. The 61st Avenue parcel is 31,380 square feet in size and has frontage on both streets. The 61st Court parcel abuts it on the south and is smaller at 3,760 square feet. Combined, the two parcels total 35,230 square feet, or 0.8 acres. Both parcels aredesignated Transit-Oriented Development District Mixed-Use 5 (TODD (MU-5)) on the City’s Zoning Map. 2 Waterstone Capital Operations, LLC Parking Variance Special Exception for Large Scale Development December 7, 2021 Page 2 of 11 2 | P a g e Aerial of Subject Property and Surrounding Area ZONING MAP EXCERPT PROJECT Applicant proposes a seven-story building that will consist of a 180-bed skilled nursing facility and supporting (non-leasable) office space and 1,735 square feet of retail space. One hundred six parking spaces are proposed.The application package, including the plans prepared by Architect Javier Font of Behar and Font is attached. ANALYSIS OF PARKING VARIANCE The first application is for a variance to reduce the required number of off-street parking spaces for the proposed development. As proposed, the project is required to provide 239 parking spaces: Skilled Nursing Facility: 1 space per 500 sq. ft. Gross Floor Area116,451 ?.? .1 × 1 ??????? ?????500 ?.? . = 232.902 ??????? ??????≈233 ??????? ?????? 3 Waterstone Capital Operations, LLC Parking Variance Special Exception for Large Scale Development December 7, 2021 Page 3 of 11 3 | P a g e Retail: 1 space per 300 sq. ft. Gross Floor Area1,735 ?.?.1 × 1 ??????? ?????300 ?.?.= 5.783 ??????? ??????≈6 ??????? ?????? Total Amount of Required Off-Street Parking Spaces233??????? ??????+ 6 ??????? ??????= 239 ??????? ?????? With 239 spaces required and 106 provided, the project has a deficit of 133 spaces. Pursuant to Section 20-5.9 of the LDC, a variance for off-street parking can be reviewed and permitted by the City Commission at a public hearing, after a recommendation by the Planning Board. Variance decisions shall be based on an affirmative finding as to each of five criteria presented below along with Staff’s findings. Please note that the Applicant’s letter of intent includes their comments on how each of the criteria are satisfied. 1.The variance is necessary to relieve particular extraordinary conditions relating to a specific property; Staff Response: The LDC requires properties in the TODD to have their parking located at the side or rear of the building, so street frontages can be developed with uses that maximize the pedestrian experience. Since this property has two street frontages, the building is designed to have office or retail uses on both frontages, thus enhancing the pedestrian experience. Those liner uses result in the parking being limited to a smaller area of the ground level and the upper levels. 2. Denial of the variance would result in hardship to the owner. Hardship results if the restriction of the zoning ordinance, when applied to a particular property, becomes arbitrary, confiscatory or unduly oppressive because of conditions of the property that distinguish it from other properties under similar zoning restrictions; Staff Response: The applicant has submitted a Parking Study which documents that, based on standards published in Parking Generation, 5th Edition by the Institute of Transportation Engineers (ITE), the proposed development would generate a demand for 83 parking spaces, far fewer than the LDC requirement and fewer than will be provided. Requiring construction of the excess spaces would be costly and likely limit the area available for income-producing space. 4 Waterstone Capital Operations, LLC Parking Variance Special Exception for Large Scale Development December 7, 2021 Page 4 of 11 4 | P a g e 3. The extraordinary conditions and circumstances do not result from the actions of the applicant; Staff Response: The condition of having two (2) street frontages is not the result of an action of the applicant. 4. The requested variance is the minimum variance necessary to make possible the reasonable use of the land, building or structure; Staff Response: With 106 parking spaces provided, the project will exceed the ITE standards for parking demand. Thus, the requested variance is the minimum necessary. 5. That the approval of the variance will be in consistent with the general intent and purpose of the Land Development Code and will not be injurious to the neighborhood or otherwise detrimental to the public welfare. Staff Response: Allowing a reduction in parking in the urban area close to the Metrorail, residential uses, and other employment centers is consistent with the general intent and purpose of the LDC and will not be injurious to the neighborhood or detrimental to the public welfare. 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, TODD-zoned properties that exceed 40,000 square feet (0.92 acres) or any TODD 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 thus must meet the general TODD requirements (Article VIII of the LDC), those for a Large-Scale Development, and other LDC regulations as described below. A. General TODD 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 TODD (MU-5) district pursuant to Sec. 20-3.3(D). On July 7, 2021, the City Commission adopted Resolution No. 075-21-15695which confirmed that skilled nursing facilities are similar in nature to convalescent home and will be permitted in the same zoning districts as convalescent homes. 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 TODD (MU-5). 5 Waterstone Capital Operations, LLC Parking Variance Special Exception for Large Scale Development December 7, 2021 Page 5 of 11 5 | P a g e Staff Response: The proposed permitted uses comply. 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. 20-8.10 Bonus allocations. (A)TODD MU-5. 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 seven stories on a building with a maximum height of 88 feet. The Actions included in the project that make it eligible for seven stories include: (1) A public plaza of at least 5,000 square feet and visually connected to the pedestrian walkway system, including seating, lighting, and art work; (2) Full frontage of the property with streetscape design; and (3) A “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). 6 Waterstone Capital Operations, LLC Parking Variance Special Exception for Large Scale Development December 7, 2021 Page 6 of 11 6 | P a g e The plaza that meets the Action of Sec. 20-8.10 is located at the southwest corner of the property. At 5,072.6 square feet in area, the plaza is accessible from SW 61 st Court and connects via a “paseo/cross-thru” to SW 61st Avenue. It also provides pedestrian connectivity to and from both building’s arcades on the ground floor. As a public space, the plaza will attract patrons and passers-by with its usable outdoor space that consists of planters with built-in benches, additional seating areas among a variety of trees, and lighting. For additional comfort the plaza has been designed in three different aspects:open to the sky, semi open and completely covered in front of the main entrance of the building adjacent to the lobby. Bike riding is also encouraged as the plaza provides a 10-bicycle rack with easy access. 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. 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- residential. 7. Location of Commercial Uses: Allowed on all floors. Staff Response:The project complies. 8. Required Parking by Use:As noted in the discussion of the Variance request, the proposed project would be required to provide 239 spaces. Staff Response:If the Variance request is approved, the project may be built as proposed. If the Variance is denied, the project must be redesigned to satisfy the LDC standards for parking. 7 Waterstone Capital Operations, LLC Parking Variance Special Exception for Large Scale Development December 7, 2021 Page 7 of 11 7 | P a g e 9. Required Bicycle Parking: Commercial uses:For this type of use, the bicycle parking standard is based on the number of employees. Staff Response: Ten (10) bicycle spaces will be provided, which will accommodate 160 employees. 10. Sec. 20-8.17 Regulating plan – Graphic:TODD 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(C) 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 TODD (MU-5) district and the area is already a mix of multi-story and small commercial uses similar to what’s proposed. 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. 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(I), 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 8 Waterstone Capital Operations, LLC Parking Variance Special Exception for Large Scale Development December 7, 2021 Page 8 of 11 8 | P a g e 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 Development Agreement be executed as well as a maintenance covenant for the Public Plaza. 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 Landscape Plan: 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 servicesgenerated by a new development can be provided with the appropriate level of public services. The attached exhibit demonstrates thatthe project complies with, or is expected to comply with, the adopted level of service standards. Traffic Study: As part of the application package, a Traffic Impact Analysis was prepared by Richard Garcia and Associates, Inc. (dated April 2021 and updated October 2021). Xavier Falconi and Diana White of Calvin Giordano and Associates reviewed it on behalf of the City and found it to be sufficient. STAFF RECOMMENDATION: Staff recommends approval of the Special Exception for a Large-Scale Development and a Variance to reduce the number of parking spaces from 239 to 106 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. 9 Waterstone Capital Operations, LLC Parking Variance Special Exception for Large Scale Development December 7, 2021 Page 9 of 11 9 | P a g e 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.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 Environmental Review and Preservation Board prior to the issuance of building permits. 11.The plans shall comply with the Green Building requirements of Section 20-8.13(A). 12.A restrictive covenant for the perpetual maintenance for the publicplaza on SW 61st Court shall be recorded with Miami Dade County in a form approved by the City Attorney pursuant to Section 20-8.15(A). 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. 10 Waterstone Capital Operations, LLC Parking Variance Special Exception for Large Scale Development December 7, 2021 Page 10 of 11 10 | P a g e 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.Construction shall only take place Monday through Friday during the hours of 8:00 a.m. and 5:00 p.m. Landscaping Conditions: 19.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. 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. Architecture Conditions: 24.Substantial compliance with the approved plans including design, materials, and color palette. 11 Waterstone Capital Operations, LLC Parking Variance Special Exception for Large Scale Development December 7, 2021 Page 11 of 11 11 | P a g e PLANNING BOARD RECOMMENDATION: After a public hearing on November 9, 2021, the Planning Board voted unanimously to recommend approval of both requests with staff’s conditions Attachments: 1) Draft Resolution approving a Variance to Reduce the Number of Parking Spaces Required 2) Draft Resolution approving a Special Exception for a Large-Scale Development 3) Application for Variance dated June 7, 2021 4) Application for Special Exception dated June 7, 2021 5) Letter of Intent for Variance 6) Letter of Intent for Special Exception 7) Trustee’s Deed, dated July 17, 2020 8) Capacity Analysis (dated November 9, 2021) 9) Mailing Label Affidavit with Location Map (Property Owners, including Abutting, within 500 feet) 10) Applicant’s Neighborhood Awareness Notification Letter and Affidavit 11) City Notice of Public Hearing 12) Traffic Impact Study Review Comments (Calvin Giordano & Assoc., dated October 26, 2021) 13) Traffic Impact Study (prepared by Richard Garcia, dated June 10, 2021 and updated October 22, 2021) 14) Parking Study (prepared by Richard Garcia, dated June 11, 2021 and updated Oct. 22, 2021) 15) Landscape Compliance Letter (prepared by Andrew Witlin, dated October 7, 2021) 16) Skilled Nursing Facility Planning Board Submittal Set of Plan which consists of the following: a. The following plans prepared by Behar Font Architects, signed and sealed by Registered Architect Javier Font (AR 12547) and dated October 29, 2021: i. Cover Page ii. Boundary & Topographic Survey ALTA/NSPS Land Title Survey prepared by Public Land Surveyors, Inc. (one sheet dated October 16, 2020) iii. Pavement Marking and Signage Plans, signed and sealed by Professional Engineer Jorge Avino (No. 22207) (Sheet C-3) iv. Garage Circulation Plan, signed and sealed by Professional Engineer Jorge Avino (No. 22207) (Sheet C- 3) v. Location Map (Sheet A-0.1) vi. Street Context View Photographs (Sheet A-0.2) vii. Zoning Location Map (Sheet A-0.3) viii. Zoning Legend (Sheet A-0.4) ix. Lot Coverage Diagram (Sheet A-0.5) x. Gross Area Diagrams (Sheet A-0.6) xi. Layouts for each floor and the roof (Sheets A-1.0 through A-1.8) xii. Elevations for each facade (Sheets A-2.0 through A-2.3) xiii. Schematic Section (Sheet A-3.0) xiv. Three Renderings (Sheets R-1 through R-3) xv. Plaza Rendering (Sheet R-4) b. The following plans prepared by Witkin Hults & Partners, signed and sealed by Registered Landscape Architect Andrew Witkin (LA #0000889) and dated October 7, 2021: i. Landscape Plans (Sheet L-1) ii. Planting Details (Sheet L-2) iii. Tree Disposition List (Sheet TD-1) 17) Draft excerpt of Planning Board meeting minutes, November 9, 2021 12 16 City of South Mia mi Planmng & Zoning Department THE CITY OF PLEASANT LIVING City Hall, 6130 Sunset Drive, South Miami, Florida 33143 Telephone: (305) 663-6326 Application /or Public Hearine; before Pla1'lninf{ Board & City Commission Address of Subject Property: 7109SW61 Court and Lot(s) 4,5,6,7 , Blk 2 Larkin Sub, PB 27, PG 67 & Lots 8,9,10, Blk 2, Rosswood, PB 13, PG 62 7040 SW 61 Avenue fl\ppllcant: watersone c.;apltal operations, LLc.; Phone: 305-861-8000 Rep resentative: Joaquin Mauricio Bello ,Managing Dir. Organization: Waterstone Capital Operations , LLC Address : 1124 Kane Concouse, Bay Harbour Is, FL 33154 Phone: 305-86 ~ ~O Property Owner: Y and Y S. Miami, LLC Signature: /~ ) ~~ngAdd~~ Phone: q c;4. -<c; 13 z...b~~ , . D M . ·10 Ale l~"L {tR.A.~\e ~L11l~6 . ArchitecUEngineer: Javier F ohl .... Phone: 305 740 5442 Behar Font & Partners P.A. AS THE APPLICANT, PLEASE INDICATE YOUR RELATIONSHIP TO THIS PROJECT: Owner _Owner's Representative X Contract to purchase _Option to purchase -TenanULessee APPLICATION IS HEREBY MADE FOR THE FOLLOWING: SUBMITTED MATERIALS PLEASE CHECK THE APPROPRIATE ITEM: PLEASE CHECK ALL THAT APPLY: -Text Amendment to LDC XVariance .; Letter of intent _ Zoning Map Amendment _SpeCial Use .; Justifications for change _ PUD Approval _Special Exception :L.. Statement of hardship _ PUD Major Change _Abandonment of ROW L Proof of ownership or letter from owner _Other (Waiver of Plat) _ Power of attorney Briefly explain application and cite specific Code sections: _ Contract to purchase / Current survey (1 original sealed and Parking variance under Section 20-5.9 of the Code signed/1 reduced copy@ 11" x 17") /15 copies of Site Plan and Floor Plans 24 x 36", 1 reduced copy @ 11" x 17" I Affidavit-R/?ce lpts attesting to mail notices sent Section:_20-5.9 Subsection: B Page#: __ Amended -Petition Date: .j Mailing labels (3 sets) and map _ Required Fee(s) The undyrsigned has read tlJis comp leted app lication and represents that the information and all submitted materials are true and correct the best of the appl icant 's knowl e dge and belief. :h /I. ~/..'\. /r_. _J I If '5 J<11i' J" ota f'rJ ('d<1/.S tt /1/'])) 'V I A plicanr's S ignature.and title Print Name Date Up0!1 rece ipt, app.l ications aJ:d ~II submitted m.at erials ';ViII be ~eviewe~ for comp liance with the Lal.1d Development Code and other applicable l'eguIatlO ns. Appli catlOIlS 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;\Forms\Current Planning Department Forms\Planning Department Forms\Planning Board\PB -Public Hearing Application - Revised 3-10-2020.doc 17 Sout~iami City of South Miami Plannmg & Zoning Department THE CITY OF PLEASANT LIVING City Hall, 6130 Sunset Drive, South Miami, Florida 33143 Telephone: (305) 663-6326 Applicationfor Public Hem-in)! before Planninf[ Board & City Commission Address of Subject Property: 7109 SW 61 Court and Lot(s) 4,5,6,7 , Blk 2 Larkin Sub, PB 27, PG 67 & Lots 8,9,10, Blk 2, Rosswood, PB 13, PG 62 7040 SW 61 Avenue f'\ppllcant: Watersone Capital uperatlans, LLC Phone: 305-861-8000 Representative: Joaquin Mauricio Bello ,Managing Dir. Organization : Waterstone Capital Operations, LLC Address: 1124 Kane Concouse, Bay Harbour Is, FL 33154 Phone: 305-86v&~O i'-... Property Owner: Y and Y S. Miami, LLC Signature: ...... -c: f) Mailing Add:~ Phone: q<;l\.-(;; 11 z....6~~ 9q tl A-t lu c... l~ll.l~~\o, \=L11lltb • ArchitecVEnglneer: Javier Foilt "-Phone: 3057405442 Behar Font & Partners PA AS THE APPLICANT, PLEASE INDICATE YOUR RELATIONSHIP TO THIS PROJECT: Owner Owner's Representative X Contract to purchase Option to purchase Tenant/Lessee APPLICATION IS HEREBY MADE FOR THE FOLLOWING: SUBMITTED MATERIALS PLEASE CHECK THE APPROPRIATE ITEM : PLEASE CHECK ALL THAT APPLY: -Text Amendment to LOC _Variance L Letter of intent _ Zoning Map Amendment _Special Use _ Justifications for change _ PUD Approval _X_Special Exception Statement of hardship _ PUD Major Change _Abandonment of ROW 7 Proof of ownership or letter from owner _Other (Waiver of Plat) _ Power of attorney Briefly explain application and cite specific Code sections: _ Contract to purchase L.. Current survey (1 original sealed and signed/1 reduced copy @ 11" x 17") .L 15 copies of Site Plan and Floor Plans 24 x 36", 1 reduced copy @ 11" x 17" _ Affidavit-Rece ipts attesting to mail notice s sent Section:_20-B.9 Subsection: B Page #: __ Amended Date: -Petition Special Exception for Large Scale Development -I Mailing labels (3 sets) and map _ Required Fee(s) this completed application and represents that the information and all submitted materials are true and plicant's l<:nowledge and belief. -rilt! 2 /((1)' /&HJ -fly /(' g 1/1'.£ 1I11/ U) 1t \ Print Name " Date Upon receipt, applications and all subm itted materials will be reviewed for compliance with the Land Development Code and other a pplicable 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:\Forms\Current Planning Department Forrns\Planning Department FormslJ'lanning BoardlJ'B -Public Hearing Application - Revised 3-10-2020.doc 18 Holland & Knight 701 Bnckell Avenue , Suite 3300 I Miami , FL 33131 IT 305 .374.8500 IF 305 .789 .7799 Holland & Knight LLP I www .hklaw.com VIA HAND DELIVERY Ms. Jane Tompkins Planning Director City of South Miami 6130 Sunset Drive South Miami, Florida 33143 Re: Watentone Capital Operations, LLC 1 Letter o(Intent (or Parking Variance (the "Application") 17109 SW 61 Court and 7040 SW 61 Avenue Dear Ms. Tompkins: The undersigned represents Waterstone Capital Operations, LLC (the "Applicant") in connection with a request for a parking variance under Section 20-5.9 of the City Land Development Regulations (the "Code") on the property consisting of ± 0.8 acres ofland located at 7lO9 SW 61 Court and 7040 SW 61 Avenue in South Miami, Florida (the "City") and identified by folio numbers 09-4025-027-0090 and 09-4025-011-0120 (the "Property"; legally described in Exhibit "A"). Ibis request is accompanied by a special exception application for large scale development under Section 20-8.9 of the Code. 19 The Property is located within the TODD (MU-5) District. The Applicant is requesting a parking variance approval to allow for the future development of a 116,451 square foot skilled nursing facility with ancillary office areas and 1,735 square feet of retail space. The plans for the project propose approximately 180 beds as 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. A CON is required for the operation of skilled nursing facilities. The services and operational specifics of the facilities will comply with the federal regulations for skilled nursing facilities as well. The proposed development is designed to provide nursing care consistent with the care required for convalescent homes. The Applicant is requesting a parking variance to reduce the total number of parking spaces for the proposed skilled nursing facility. The proposed development contemplates seven floors including additional bonus floor allocations under Section 20-8.10 of the Code. Following the convalescent home parking requirements of one space per 500 square feet and retail parking requirements of one space per 300 square feet, the skilled nursing facility will provide 106 parking spaces where 239 is required. Given the location of the Property near mass transit, it is expected that facility statT and visitors of patients will travel to the project using mass transit. Support for the parking variance application is explained in further detail below. Compliance with Section 20-5.9 o/the Code Pursuant to Section 20-5.9 of the Code, variances must demonstrate the specific nature of the hardship upon which the request is based and must meet certain criteria. The following analysis supports such criteria: 1. The variance is necessary to relieve particular extraordinary conditions relating to • spedftc property. The subject property is located within the City's Transit Oriented District, a specially created zoning category that seeks to capitalize on proximity to mass transit. The Property is less than 1,000 feet away (less than a 5 minute walk) from the South Miami MetroRail Station. Providing the number of parking spaces required by the Code will result in a condition that is contrary to the intent of the TODD district. The skilled nursing facility is intended to attract employees and visitors who either do not own a vehicle, share a vehicle or intend to have minimal use of their vehicle because of the close proximity to MetroRail. Furthermore, the patients of the skilled nursing facility wi11likely be transported to the facility and thus not utilize any proposed - parking. 1. Denial of the variance would result in hardship to the owner. Hardship results if the restriction of the zoning ordinance, when .pplied to a particular property, becomes arbitrary, confiscatory or unduly oppressive because of conditions of the property that dtstingubh it from other properties under limilar zoning restrictions. Providina additional parking spaces for the proposed skilled nursing facility will result in additional construction costs, less much needed beds for patients in the community, and will have adverse impacts on abutting streets and unintended traffic increase. 3. The extraordinary conditions and circumstances do not result from the actions of tile appUcant. 2 20 As stated above, the TODD District is intended to promote developments in close proximity (within walking distance) to mass transit. The subject property is uniquely situated approximately one block and a half west of the South Miami MetroRaiI station. 4. The requested variance is the minimum variance necessary to make possible the reasonable use of the land, buDding or structure. Approval of the parking variance is the minimum variance necessary to develop the Property with the proposed development. Given the size of the Property and its unique configuration, a parking variance would be necessary to provide a skilled nursing facility on the Property. Additionally, the Property is located in close proximity to mass transit, which further provides for a unique situation to further promote the purpose of the TODD District. S. That the approval of the variance will be in consistent with the general intent and purpose of the Land Development Code, and will not be injurious to the neighborhood or otherwise detrimental to the pubUc welfare. The approval of the parking variance will be consistent with the general intent and purposes of the Code as it promotes the public welfare of the City by providing much needed additional medical facilities within the community to support the aging population. Furthennore, the parking variance will not be injurious to the neighborhood or otherwise detrimental to the public welfare as the Property's close proximity to mass transit will allow facility staff and nurses as well as visitors of patients to use mass transit instead of driving to the skilled nursing facility. It will further reduce traffic impacts and carbon emissions. 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 3 21 Exhibit " 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. 4 22 Holland & Knight 701 Brickell Avenue , Suite 3300 I Miami , FL 33131 IT 305374.8500 I F 305 .789 .7799 Holland & Knight LLP I WINW hklaw com VIA HAND DELIVERY Ms. Jane Tompkins Planning Director City of South Miami 6130 Sunset Drive South Miami, Florida 33143 Re: Waterstone Capital Operations, LLC / Letter of Intent for Special Exception Application (the "Application") / 7109 SW 61 Court and 7040 SW 61 Avenue Dear Ms. Tompkins: The undersigned represents Waterstone Capital Operations, LLC (the "Applicant") in connection with a request for special exception approval for the proposed 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- 0120 (the "Property"; legally described in Exhibit "A"). This request is accompanied by a parking variance application under Section 20-5.9 of the Code. 23 The Property is located within the TODD (MU-5) District. The Applicant is requesting special exception approval to allow for the future development of a skilled nursing facility. The plans for the project propose approximately 180 beds as 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. A CON is required for the operation of skilled nursing facilities. The services and operational specifics of the facilities will comply with the federal regulations for skilled nursing facilities as well. The proposed development is designed to provide nursing care consistent with the care required for convalescent homes. Furthermore, the proposed development contemplates seven floors. The Applicant is seeking additional bonus floor allocations under Section 20-8.10 of the Code based on developing full frontage with street design as part of the pedestrian walkway system, a public plaza approximately 5,000 square feet in size, and a cross through from street to public space. Additional information regarding the development is included in the site plan package included as part of the submittal. 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 TODD (MU-5) category in the Code subject to the parking variance application. 2. All such uses must be of a compatible and complementary nature with any existing or planned surroun~ing uses. The Property is located between SW 61 Court and SW 61 Avenue within the TODD (MU- 5) District. The purpose of the TODD-MU-5 District is to maximize and support the presence ofa mass transit center located within walking distance of the boundaries of the district. The TODD 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 2 24 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 population 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. Pending the parking variance request, 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 3 25 Exhibit" 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. 4 26 This Instrument Prepared By: Joshua D. Manaster, Esquire 651 West 47 Street ~ami Beach, Florida 313140 Trustee's Deed THIS INDENTURE, 111111111111111111111111111111111111111111111 CFN 2020R0429184 OR BK 32037 P9S 2332-2333 (2P9S) RECORDED 08/05/2020 12:19:27 DEED DOC TAX 530,900.00 SURTAX .23,175.00 HARVEY RUVIN, CLERK OF COURT MIAMI-DADE COUNTY, FLORIDA Folio No.09-4025-011-0130 09-4025-027 -0090 Made this I C) -+'-day of July, 2020 BETWEEN JOSHUA D. MANASTER, as Successor Trustee of that certain Land Trust dated August 30,2017, party of the first part, and Y and Y S.Miami, LLC, a Florida limited liability company, whose post office address is 7040 S.W. 61 Avenue, Suite 101, South Miami, Florida 33143, party of the second part, WITNESSETH, That the said party of the first part, for and in consideration of the sum of Ten Dollars to them in hand paid by the said party of the second part. the receipt of which is hereby acknowledged, has granted, bargained and sold to the said party of the second part, their heirs and assigns forever, the following described land, situate and being, to wit: Lots 8, 9, and 10, Block 2, of ROSSWOOD SUBDIVISION, according to the Plat thereof, as recorded in Plat Book 13, at Page 62, of the Public Records of Miami-Dade County, Florida Lots 4, 5, and 6, Block 2, of LARKIN CENTER, according to the Plat thereof, as recorded in Plat Book 27, at Page 67, of the Public Records of Miami-Dade County, Florida Lot 7, in Block 2, of LARKIN CENTER, according to the Plat thereof, as recorded in Plat Book 27, at Page 67, of the Public Records of Miami-Dade County, Florida Subject to: 1. Taxes for the year 2020 and all following years. 2. Conditions, restrictions, limitations and easements of record, if any, mention of which herein shall not ,erve to reimpose same. 3. The applicable county and municipal zoning ordinances. The property is not the homestead of grantor. IN WITNESS WHEREOF, The said party of the first part has hereunto set their hand(s) and seal(s) the day and year first above written. --=-:=,"~~.......,~=-.J--jJ"-k-----,=--~----"..-;-...,..-----,-L.S. uccessor Trustee 0 that certain Land Book32037/Page2332 CFN#20200429184 Page 1 of 2 27 STATE OF FLORIDA COUNTY OF MIAMI-DADE OR BK 32037 PG 2333 LAST PAGE The foregoinija,instrument was acknowledged before me by means of XXX physical presence or ORn"e Mtertzstion t"is ~ day of July, 2020 by JOSHUA D. MANASTER, as Successor Trustee of that certain Land Trust dated August 30, 2017. He is personall:..y=k=n::o::w=n=t=o=m=e or has/have produced ______________ as identification. ~ -r\. WITNESS my hand and official seal in the County and State I aforesaid the \ ~ -day of July, 2020. My Commission Expires: Book32037/Page2333 SHLOIME DENBURO Commlnlon tI GO 256912 Exp~.Jlnuary8,2023 Iondtd TIIN BllllllllNoIIry ~ CFN#20200429184 Page 2 of 2 Waterstone Capitol Operations, LLC CITY OF SOUTH MIAMI – CONCURRENCY ANALYSIS   DATE OF REVIEW:    November 9, 2021    PROJECT APPLICANT:    Waterstone Capitol Operations, LLC    PROPERTY:      7040 SW 61 st Avenue and 7109 SW 61st Court    FOLIO:       09‐4025‐011‐0130 and 09‐4025‐027‐0090    REQUEST:   Demolition of existing commercial building and construction of a  mixed‐use building.    FROM:  4,764 sq. ft. commercial building    TO:  180‐bed skilled nursing facility and 1,735 sq. ft. of retail space (total  size of 116,451 sq. ft.)      Change in Number Units:  0  Change in Non‐Residential Square Footage: 116,451 – 4,764 = +111,687 sq. ft.  Change in Population (2.46 persons per household): 0    The subject property is currently designated Transit Oriented Development Department (TODD)  on the Future Land Use Map and has a zoning designation of TODD Mixed‐Use 5 (TODD (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  28 Area, 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 (updated October, 2021)    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  29 Waste 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  30 31 June 5,2021 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: LEGAL DESCRIPTION: Lots 8, 9,10, Block 2 of "ROSSWOOD SUBDIVISION" according to the Plat thereof, as recorded in Plat Book 13, at Page 62 of the Public Records of Miami-Dade County, Florida and Lots 4, 5, 6, 7, Block 2 of "LARKIN CENTER" according to the Plat thereof, as recorded in Plat Book 27, at Page 67 of the Public Records of Miami-Dade County, Florida. FOLIO: 09-4025-011-0130 and 09-4025-027-0090 LOCATION: 7040 SW 61 Ave., and 7109 SW 61 Ct., South Miami, FL 33143 PREPARED FOR: HOLLAND & KNIGHT LLP ORDER: 210604 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, THEZONING SPEC~ALlST~ 1 ROU~, INC. U»r:u-e-2. ~ Omara R. Lopez, For the Firm 7729 NW 146th Street· Miami Lakes, FL 33016 Phone: 305828-1210 www.thezoningspecialistsgroup.com 1 32 SOO-FOOT RADIUS MAP OF: r ~Jk~~l~~~~~SW~6~.2LHS~T =;==~~~~=---===~~~~~6~~H ~ST ~======/l\1i--= LEGAL DESCRIPTION: ~ ./' ~ • Lots 8, 9,10, Block 2 of II ROSSWOOD SUBDIVISION II !!,~5i ~- 200 190 according to the Plat thereof, as recorded in Plat Book 13, at Page 62 of the Public Records of Miami-Dade County, Florida • __ ~-~ and Lots 4, 5, 6, 7, Block 2 of IILARKIN CENTER II according to -253 2Xl the Plat thereof, as recorded in Plat Book 27, at Page 67 of 251 L w the Public Records of Miami-Dade County, Florida. ~ ~ FOLIO: 09-4025-011-0130 and 09-4025-027-0090 2Sl ! LOCATION: 7040 SW 61 Ave., and 7109 SW 61 Ct., South 260 ~UJ 820 81 0 800 700 . J w ~ 1 ~ I- UJ -10 til ~ UJ 910 920 860 850 840 8Xl 870 880 890 900 j Miami, FL 33143 I "- / ~~.-L...-L...-L--~~-_~ / ~"'''''' 'w "'"" l7~/Z=-;r-----r-----l 241 PREPARED FOR: HOLLAND & KNIGHT LLP SW 70TH ST ORDER: 210604 DATE: June 5, 2021 s SCALE: 1 "= 150' The Zoning Specialists Group, Inc. 7729 NW 146th Street Miami takes FL 33016 Ph: (305)828-1210 www.thezoningspecialistsgroup.com . ~T I SW 70TH ST \ 650 680 610 sW 72ND ST 130 tJ 01 1 180 240 CCMM ~~ LARKI NS MD 010 010 270 010 031 REILLYSTCMS & PAXION SUB to w ~ ::-<: <0 / - 33 AFFIDAVIT Before me, the undersigned , this day personally appeared Incs Marre r o -Prie gue s , who being by me first duly sworn, upon oath, deposes and says: L 1 am an authorized legal representative with express a u thorization from Waterstone Capital Operations, LLC (the "Applicant"), the proposed Applicant for the propertie s located at 7109 SW 61 Court and 7040 SW 61 Avenue in South Miami (the "Applic ation Property"). 2. In my capacity as authorized representative and land use attorney, I supervised and hereby certify that a Noti _fication Letter of Application for the proposed special exception and parking variance applications for 7109 SW 61 Court and 7040 SW 61 Avenue in the form attached herewith as Exhibit 'OA " and herein incorporated by reference, was mailed , via U.S . mail to all the addresses enumerated in the ownership list attached as Exhibit "8", the property owners withjn 500 feet of the Application Property , except for the property owners of abutting or contiguous properties, identified and enumerated as such in Exhjbit "C", to which the Notification Letter was mailed via Certified US Mail. Further Affiant sayeth not. STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing instrument was acknowledged before me of ~YSical presence or 0 onlin e notarization , this Z8 day of June , 2021, by lnes Marrero-Priegues, as legal representativ e of Waterstone Capital Operations , LLC, a Florida limited liability company, on behalf of the Applic ant, who is personally known to me or who has produced as iden tification. [NOTARIAL SEAL[ ~t Name ;: ... -C/\ J/\. \ Notary Public, S e of Florida Commission # :~G"""G,'l-JI",i",,O.>.'l:J..!1!r1-,-;-_.,--___ _ My Commission Expires: \~\ \') \ 1...\ Exhibit "A" Copy of Notification 34 Notification Letter Special Exception for Large Scale Development Approval and Parking Variance Applications Address of Application Property: 7109 SW 61 Court and 7040 SW 61 Avenue South Miami, Florida Applicant: Waterstone Capital Operations, 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 property depicted below: The Applicant is also requesting a variance, per Section 20.5-9(G)(7) from the off-street parking requirement, to permit 106 parking space, which encompasses approximately 66% reduction in parking. 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. 35 CITY OF SOUTH MIAMI, FLORIDA NOTICE TO THE PUBLIC OF THE VIRTUAL MEETING OF THE PLANNING BOARD In order to balance the need for the City of South Miami to function and conduct vital business during the COVID 19 pandemic and, at the same time, to protect the health, safety and welfare of its citizens, officers, officials and administrative staff, and pursuant City of South Miami Code, Chapter 286.011, Fla. Stat, and the City’s Home Rule Powers, the City will be holding its Planning Board Meeting live in chambers and VIRTUALLY through communications media technology (CMT) until social distancing is no longer required by any relevant Executive Orders. The meeting is scheduled to begin on Tuesday, November 9, 2021 at 7:00 p.m. to consider the following public hearing items: 1. PB-21-015 Applicant: Waterstone Capital Operations, LLC A Resolution relating to a Variance application to reduce the number of parking spaces required for a mixed-use building containing a Skilled Nursing Facility and retail space on 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. 2. PB-21-016 Applicant: Waterstone Capital Operations, LLC 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. SUBJECT PROPERTIES 36 All Board members as well as City staff will participate by video conferencing at City Hall or at remote locations through the Zoom platform, 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 Chambers, and where their appearance will be broadcast on the Zoom platform, and where they can participate. If you desire to present evidence, attend in Commission Chambers 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. Anyone who wishes to review the pending application and supporting documentation in person must make an appointment by calling 305-663-6327 or 305-663-6331. Note that pursuant to Florida Statutes 286.0105, a person who decides to appeal any decision made by a Board, Agency or Commission with respect to any matter considered at its meeting or hearing, a record of the proceedings will be required for said appeal and such person will be required to have a verbatim transcript of the proceedings including the testimony and evidence upon which the appeal is to be based 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 (n ot counting the day of the meeting) before the meeting deliver your request to the City Clerk by telephone: 305 -722-8686 (voice) or 305-442- 1600 (TTY/TDD) or by mail at 6130 Sunset Drive, South Miami, Florida or email at npayne@southmiamifl.gov. 37   1 | Page    Memorandum ☒ Fort Lauderdale Office ∙ 1800 Eller Drive ∙ Suite 600 ∙ Fort Lauderdale, FL 33316 ∙ 954.921.7781(p) ∙ 954.921.8807(f)  ☐ Miami‐Dade Office ∙ 10800 Biscayne Boulevard ∙ Suite 950 ∙ Miami, FL 33161 ∙ 786.485.5200(p) ∙ 786.485.1520(f)       NO FURTHER REVIEW COMMENTS Conditions of Approval 1) Please make sure that the plans clearly identify the on-street parking stalls to be removed within the site distance triangles along SW 61st Avenue and SW 61st Court. History of Review Comments & Responses 1) In the traffic study, page 1, please clarify the discrepancy between the text provided in the second paragraph of the Executive Summary indicating 12,583 square feet of office space and under existing use the same use shows up as 4,764 square feet. RGA Response 9/15/21: Please note there is no discrepancy. As stated in the report, the subject site has an existing office building with 4,764 square feet (existing use) that will be demolished as part of the subject project whereas the 12,583 square feet of office is part of the proposed skilled nursing facility (proposed use). Note, the proposed office space (12,583 square feet) is an ancillary use to the skilled nursing facility and not for lease; therefore, it was not included in the trip generation analysis. CGA Response 9/20/21: Satisfied. Date: October 26, 2021 To: Jane Tompkins, AICP, Director Planning and Zoning, City of South Miami From: Diana White, PE, Director of Transportation & Mobility Subject: Skilled Nursing Facility 7040 SW 61st Avenue, South Miami, FL CGA No.: 168918.4 CC: Alex A. David, AICP, Director Miami-Dade Office 38   2 | Page    Memorandum 2) The site plan includes retail use, the traffic study doesn’t. Please clarify. RGA Response 9/15/21: The trip generation analysis as well as the trip distribution and assignment was revised to include the peak hour trips for the proposed retail space of 1,735 square feet. As a result, the trip generation calculations yielded 20 net external trips (13 trips-in & 7 trips-out) during the AM peak hour and 32 net external trips (11 trips-in & 21 trips-out) during the PM peak hour. These trips may 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. Lastly, the above peak hour trips will have a de-minimis traffic impact at the adjacent roadways and therefore no additional traffic analysis is required or recommended at this time. CGA Comment 10/4/21: No Link and/or Intersection(s) Analyses were included in the original report or the revised memo, only a Volume Figure showing the proposed movements. No De-minimis calculation provided to show it is below de-minimis requirements. Please demonstrate that the proposed use of the site will have De- minimis impact as per City of South Miami Code of Ordinances Section 20-5.5. The scope of the traffic study shall be as per the same code section. RGA Response 10/8/2021. Traffic study will be revised to include this narrative. Revised plans from civil engineer include auto-turns for the ramps. CGA Response 10/14/21: Not satisfied, no response from the applicant’s traffic consultant has been received. RGA Response 10/22/21 De minimis calculation is included in the revised Level 1 Traffic Study, last revised 10/22/2021. CGA Response 10/26/21: Satisfied 3) Please provide a description of the internal site circulation. RGA Response 9/15/21: The south driveway on SW 61st Court is entrance only while the driveway on SW 61st Avenue is exit only. The main drive aisle is one-way eastbound and provides connectivity to the ground parking as well as the access points for the basement parking and second floor parking. The ramps for the basement and upper floor are two-way. Attached please find an exhibit depicting the internal traffic circulation. CGA Comment 9/20/21: Please include this narrative in the revised traffic study. Also, no auto-turns were provided for the ramps. Auto-Turn analyses will confirm if sufficient internal circulation is being provided at the ramps. RGA Response 10/8/2021. Traffic study will be revised to include this narrative. plans from civil engineer include auto-turns for the ramps. CGA Response 10/18/21: Not satisfied, no response from the applicant’s traffic consultant has been received. Also, the received auto-turn exhibits on C-2 include the passenger vehicle auto-turn for the ramps with several conflicts in the wheels’ paths. The area seems very tight. Consider widening the ramps RGA/Applicant Response 10/22/21: See revised Level 1 Traffic Study revised 10/22/2021, also please see revised Civil Page C-3 "Garage Circulation Plan" with revised auto turns. 39   3 | Page    Memorandum CGA Response 10/26/21: Satisfied 4) Please provide circulation details for the loading/trash area. RGA Response 9/15/21: The north driveway on SW 61st Court is exclusively for the loading/trash area. The vehicles can access this driveway coming from the north or south on SW 61st Court. The subject project will have personnel to manage the ingress and egress of vehicles if needed. Refer to the Auto-Turn runs provided by the design team. CGA Comment 9/20/21: Partially Satisfied. Auto-Turns were not provided for the loading/trash area. Additionally, what is the proposed staff plan to manage this driveway? RGA Response 10/8/21: Auto-turns provided in revised plans. Operator will have a dedicated dock master staff to manage the loading and solid waste services.  CGA Response 10/14/21: Satisfied 5) Would there be any impacts to adjacent driveways from proposed access points for the Skilled Nursing Facility? If any traffic operational conflicts are anticipated, please provide mitigation measures. RGA Response 9/15/21: The proposed access points will not have a negative impact on the adjacent driveways. The subject project has two (2) one-way driveways and a service driveway. The one-way driveways reduce the amount of conflicts points when compared to a typical two- way driveway and do not align with any adjacent driveway. Therefore, mitigation measures are not required. Lastly, the driveway trips for this project are de- minimis. CGA Comment 9/20/21: Satisfied, pending the results of comment 2 above. RGA Response 10/8/2021: Information supporting de minimis traffic impact will be provided in response to Comment 2. CGA Response 10/14/21: Satisfied, pending the results of comment 2 above. RGA Response 10/22/21: See Level 1 Traffic Study revised 10/22/2021. CGA Response 10/26/21: Satisfied 6) Please provide Auto-Turn runs for all proposed project driveways. RGA Response 9/15/21: The design team for this project will include the Auto-Turn runs as part of the re-submittal package. CGA Comment 10/04/21: Partially Satisfied. Auto-Turns were not provided for the loading area. Additionally, the only vehicle analyzed was an Ambulance. Please include Fire truck and Garbage truck for the main driveways and loading/trash driveway, respectively. (Note: The ambulance auto-turn started the entering movement in the wrong lane, opposing traffic and possibly where on-street parking is located, please 40   4 | Page    Memorandum address these issues.) RGA Response 10/8/2021: Auto-turns for ambulance have been revised in the plans. Solid waste truck auto-turn has been included. Fire truck auto-turn is not required. Per Miami Dade County regulations, fire trucks would not use main driveways. CGA Response 10/14/21: Satisfied 7) Please include a drawing showing adjacent street configuration for the areas in the vicinity of the proposed driveways (SW 61st Ct and SW 61st Ave), including any on-street parking, bus stops, etc. RGA Response 9/15/21: The design team for this project will include a drawing depicting the street configuration in the vicinity of the proposed driveways as requested. CGA Comment 9/20/21: Satisfied. 8) Any anticipated deliveries to the site? How would deliveries to the site be handled? RGA Response 9/15/21: Any deliveries to the site will utilize the service driveway on SW 61st Court and loading area. As previously mentioned, the subject project will have personnel to manage the loading area if needed. Refer to the Auto-Turn runs provided by the design team. CGA Comment 9/20/21: Partially Satisfied. Auto-Turns were not provided for the loading area. RGA Response 10/8/2021: Auto turns for loading area are included in the plans. CGA Comment 10/14/21: Satisfied. 9) Consider installing a stop sign at the driveway on SW 61st Avenue for vehicles exiting from the site. RGA Response 9/15/21: The design team for this project will provide a stop sign at the exit driveway on SW 61st Avenue. CGA Comment 9/20/21: Satisfied. 10) Consider installing a Do Not Enter sign for the proposed exiting only driveway on SW 61st Avenue. RGA Response 9/15/21: The design team for this project will provide a Do Not Enter sign at the exit driveway on SW 61st Avenue. CGA Comment 9/20/21: Not Satisfied. Do Not Enter signs are not shown at the exit only driveway on 61st Avenue. They are provided on the access street at the exit ramp from the basement level, these signs should remain with additional signs placed at the exit to 61st Avenue. 41   5 | Page    Memorandum RGA Response 10/8/21: Additional Do Not Enter signs have been included, please see revised plans. CGA Comment 10/14/21: Satisfied. 11) Please provide an evaluation of the sight distance for the exiting only driveway onto SW 61st Avenue. RGA Response 9/15/21: The design team for this project will include the sight distance for the driveway on SW 61st Avenue as part of the re-submittal package. CGA Comment 9/20/21: The 10’ x 10’ triangle of visibility as per City code encroaches in to the existing on-street parking. Please address these issues. RGA Response 10/8/2021: The plans have been revised to address the visibility triangle encroachment. CGA Comment 10/14/21: Not Satisfied. According to the City Code Section 20.2.6G the visibility triangle, at the intersection of any alley or driveway and a street in any residential district, nothing shall be erected, located, planted or allowed to grow and no vehicle shall be parked which materially impedes vision between a height of three (3) feet and six(6) feet within the area bounded by the street or alley right-of-way lines or a line drawn along the interior pavement edge of the driveway and a diagonal line joining said lines ten (10) feet from their point of intersection. Comment remains, the 10’ x 10’ triangles of visibility encroach in to the on-street parking, please locate triangles as per code requirements and address the encroachment with the on-street parking issue. RGA/Applicant Response 10/22/21: Please refer to revised Civil Plan Sheet C-3 "Pavement Marking and Signage Plan." CGA Response 10/26/21: Satisfied. However, please make sure that the plans clearly identify the on-street parking stalls to be removed within the site triangles. 12) Would there be a proposed valet parking operation for this site? If that’s case, please provide details. RGA Response 9/15/21: The subject project has not proposed valet parking services. In fact, the operator for this project does not provide and has not needed any valet services in other similar facilities. CGA Comment 10/04/21: Since valet operations are not being provided, please clarify the access to the proposed tandem parking spaces. RGA/Applicant's response: Tandem spaces will be limited to staff only and the operator will control access. The operator will have a designated staff person managing the tandem spaces, access and vehicle key controls CGA Comment 10/14/21: Satisfied. 13) The city’s minimum for aisles/ramps is 23’. Please explain how the project will address this requirement. RGA Response 9/15/21: The design team for this project will address this comment and 42   6 | Page    Memorandum will provide the revised plans with the City's minimum requirement. CGA Comment 10/04/21: No dimensions for the ramps were provided on the submitted plans RGA Response 10/8/21: Ramp dimensions have been added to the plans. CGA Comment 10/14/21: Not Satisfied. I was unable to find where the ramp dimensions were added. For future references please add the plan sheet number on the response, this will assist the reviewer to find it and reduce the review time. RGA/Applicant Response 10/22/21: Please see Architectural plan sheets, A-1.0, A-1.1 and A-1.2 (submitted on 10/18/21) that include the ramp widths. We have enclosed those specific sheets for your convenience. CGA Response 10/26/21: Satisfied 14) The Retail use was added to the Trip Generation but was not included in the Parking Calculation and it needs to be included. Please address this issue. RGA Response 10/8/21: Parking legend includes retail area parking requirement calculation. CGA Comment 10/14/21: Not satisfied. The Parking Study needs to be revised to include the retail use in the parking calculation. RGA Comment 10/22/21: Please refer to revised Parking Study, updated 10/22/2021. CGA Response 10/26/21: Satisfied 15) Please provide a detailed narrative of how the deliveries to the retail space will be handled? Applicant Response 10/22/21: Loading and deliveries for the retail area will be managed by the operator. The operator will control the parking, loading and unloading of delivery vehicles to the retail area from the area in the site plan that is designated for ambulance parking. This space is located parallel to the internal driveway between SW 61 Court and SW 61 Avenue CGA Response 10/26/21: Satisfied P:\Projects\2016\168918 South Miami Development Plan Review\Engineering\Reports\Traffic\168918.4 Skilled Nursing Facility\4th Submittal\Skilled Nursing Facility -3rd Review Comments Memo 10.26.21.docx 43 Level 1 Traffic Study June 10th, 2021 (Revised) October 22nd, 2021 Skilled Nursing Facility 7040 SW 61st Avenue South Miami, Florida Richard Garcia & Associates, Inc. 44 45 Skilled Nursing Facilit y Levell Traffic Study Engineer's Certification I, Carlos X. Valentin, P.E. # 78422, certify that I currently hold an active Professional Engineers License in the State of Florida and am competent through education and experien ce to provide engineering services in the civil and traffic engineering disciplines contained in this report. In add ition, the firm Richard Garcia & Associates, Inc. hold s a Certificate of Authorization # 9592 in the State of Florida. I further certify that this report was prepared by me or under my responsib le charge as defined in Chapter 61 G 15-18.001 F.A.C. and that all statements, conclusions and recommendations made herein are true and correct to the best of my knowledge and ability . PROJECT DESCRIPTION : PROJECT LOCATION: Skilled Nursing Facility -Levell Traff ic Study 7040 SW 61 sl Avenue South Miami, Florida Florida Registration No. 78422 Date ~~~ 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  Executive Summary ................................................................................................ 1  Introduction ............................................................................................................. 3  Project Location / Description ............................................................................................ 3  Project Traffic........................................................................................................... 5  Trip Generation ..................................................................................................................... 5  Trip Distribution ...................................................................................................................... 7  Trip Assignment ..................................................................................................................... 8  Roadway Link Analysis ......................................................................................... 12  Conclusion ............................................................................................................ 13  46 Skilled Nursing Facility Level 1 Traffic Study RICHARD GARCIA & ASSOCIATES, INC. Page iv LIST OF FIGURES Figure 1: Location Map ........................................................................................................... 4  Figure 2: Site Plan ..................................................................................................................... 4  Figure 3: TAZ Map ..................................................................................................................... 7  Figure 4: Site Traffic (Project Net Trips) - AM Peak Hour ..................................................... 9  Figure 5: Site Traffic (Project Net Trips) - PM Peak Hour ................................................... 10  Figure 6: Driveway Trips - AM & PM Peak Hour .................................................................. 11  LIST OF TABLES Table 1: Trip Generation - AM Peak Hour ............................................................................. 6  Table 2: Trip Generation - PM Peak Hour ............................................................................. 6  Table 3: Directional Trip Distribution Percentages .............................................................. 8  Table 4: Directional Trip Assignment ..................................................................................... 8  Table 5: Roadway Analysis Summary ................................................................................. 12  APPENDICES Appendix 1: Trip Generation  Appendix 2: Trip Distribution & Driveway Trips  Appendix 3: Roadway Link Analysis  47 Skilled Nursing Facility Level 1 Traffic Study RICHARD GARCIA & ASSOCIATES, INC. Page 1 Executive Summary The objective of this report is to evaluate the trip generation associated with the subject project. As such, a trip generation analysis was performed for a typical weekday AM and PM peak hour (i.e. Adjacent Street Traffic). 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 has an office building that will be demolished as part of the subject project. The proposed redevelopment consists of a skilled nursing facility (nursing home) with 180 beds and 1,735 square feet of retail. The project build-out year is slated for 2024. Moreover, the subject project will provide two driveways on SW 61st Court and one driveway on SW 61st Avenue. The north driveway on SW 61st Court will provide vehicular access to the loading/trash area while the south driveway is the entrance to the site and parking area. The driveway on SW 61st Avenue is the exit point of the site. The site circulation consists of the south driveway on SW 61st Court of entrance only while the driveway on SW 61st Avenue is exit only. The main drive aisle is one-way eastbound and provides connectivity to the ground parking as well as the access points for the basement parking and second floor parking. The ramps for the basement and upper floor are two-way. Attached please find an exhibit depicting the internal traffic circulation. Additionally, loading for the retail area will be managed by the operator. The operator will control the parking, loading and unloading of delivery vehicles from the area in the site plan that is also designated for ambulance parking/drop off parallel to the internal driveway between SW 61 Court and SW 61 Avenue. The trip generation analysis 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, 10th Edition. This analysis was performed for a typical weekday's AM and PM peak hour. The following land uses, as identified by the Institute of Transportation Engineers (ITE), most closely resemble the proposed redevelopment. These land uses (LU) are as follows: 48 Skilled Nursing Facility Level 1 Traffic Study RICHARD GARCIA & ASSOCIATES, INC. Page 2 Existing Use: LU 710: General Office Building - 4,764 Square Feet (SF) Proposed Use: LU 620: Nursing Home - 180 Beds LU 820: Retail - 1,735 Square Feet Moreover, the trip generation analysis includes mode split that is the anticipated reduction of trips attributed to alternative transportation modes other than automobiles. The trip reduction percentages for mode split (i.e. transit, walking and bicycle) were obtained from published census data (US Census Bureau, Miami- Dade County Census Tract 76.03). In addition, 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 Level of Service (LOS) on the roadways 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 Table 4 of the 2020 FDOT 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 D or better 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. In conclusion, the proposed Skilled Nursing Facility at 7040 SW 61st Avenue will generate 20 net external trips during the AM peak hour and 32 net external trips during the PM peak hour. These trips will have a de-minimis traffic impact at the adjacent roadways and therefore, no additional traffic analysis is required or recommended at this time. 49 Skilled Nursing Facility Level 1 Traffic Study RICHARD GARCIA & ASSOCIATES, INC. Page 3 Introduction The purpose of this report is to evaluate the trip generation associated with the proposed commercial center. As such, a trip generation analysis was performed for a typical weekday AM and PM peak hour (i.e. Adjacent Street Traffic). 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 has an office building that will be demolished as part of the subject project. The proposed redevelopment consists of a skilled nursing facility (nursing home) with 180 beds and 1,735 square feet of retail. The project build-out year is slated for 2024. Moreover, the subject project will provide two driveways on SW 61st Court and one driveway on SW 61st Avenue. The north driveway on SW 61st Court will provide vehicular access to the loading/trash area while the south driveway is the entrance to the site and parking area. The driveway on SW 61st Avenue is the exit point of the site. Figure 1 depicts the site’s location map while Figure 2 is the site plan provided for illustrative purposes only. The site circulation consists of the south driveway on SW 61st Court of entrance only while the driveway on SW 61st Avenue is exit only. The main drive aisle is one-way eastbound and provides connectivity to the ground parking as well as the access points for the basement parking and second floor parking. The ramps for the basement and upper floor are two-way. Attached please find an exhibit depicting the internal traffic circulation. Additionally, loading for the retail area will be managed by the operator. The operator will control the parking, loading and unloading of delivery vehicles from the area in the site plan that is also designated for ambulance parking/drop off parallel to the internal driveway between SW 61st Court and SW 61st Avenue. 50 Skilled Nursing Facility Level 1 Traffic Study RICHARD GARCIA & ASSOCIATES, INC. Page 4 Figure 1: Location Map Figure 2: Site Plan Project's Location Exit Entrance Service Driveway SW 72ND ST (SUNSET DR) 51 Skilled Nursing Facility Level 1 Traffic Study RICHARD GARCIA & ASSOCIATES, INC. Page 5 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 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, 10th Edition. This analysis was performed for a typical weekday's AM and PM peak hour. The following land uses, as identified by the Institute of Transportation Engineers (ITE), most closely resemble the proposed redevelopment. These land uses (LU) are as follows: Existing Use: LU 710: General Office Building - 4,764 Square Feet (SF) Proposed Use: LU 620: Nursing Home - 180 Beds LU 820: Retail - 1,735 Square Feet Moreover, the trip generation analysis includes mode split that is the anticipated reduction of trips attributed to alternative transportation modes other than automobiles. The trip reduction percentages for mode split (i.e. transit, walking and bicycle) were obtained from published census data (US Census Bureau, Miami- Dade County Census Tract 76.03). As a result, the trip generation calculations yielded 20 net external trips (13 trips-in & 7 trips-out) during the AM peak hour and 32 net external trips (11 trips-in & 21 trips- out) during the PM peak hour. The ITE rates and percentages for the AM and PM peak hour are included in Appendix 1. Tables 1 and 2 summarize the trip generation calculations and results for the AM and PM peak hour, respectively. 52 Skilled Nursing Facility Level 1 Traffic Study RICHARD GARCIA & ASSOCIATES, INC. Page 6 IN OUT TOTAL 4.764 Th.SF. 710 1.16 5 1 6 T=0.94(X)+26.49 27 4 31 180 Beds 620 0.17 22 9 31 No ITE Eqn 1.735 Th.SF. 820 0.94 1 1 2 T=0.50(X)+151.78 95 58 153 23 10 33 11.1%314 3.6%101 7.2%112 527 516 13 7 20 Notes: Sources: ITE Trip Generation, 10th Edition & ITE Trip Generation Handbook, 3rd Edition. Th.SF.= 1,000 Square Feet Trips utilized in the analysis. Mode split is the anticipated reduction of trips attributed to alternative transportation modes other than automobiles. Census data was used to determine the mode split reductions. Net External Trips (External Trips - Mode Split Trips - Existing Trips) Existing Trips Total Mode Split Reduction Trips Mode Split Trip Reductions Transit (Public Transportation)of External Trips External Trips (Proposed Site Gross Trips) of External Trips Walking of External Trips Bicycle Existing Proposed General Office Building Nursing Home (Skilled Nursing Facility) Retail LAND USE (LU) UNITS ITE LU CODE AM PEAK HOUR TRIPSITE TRIP RATE / EQUATION 1 1 Not Used: R2<0.75, Severe Out of Scale IN OUT TOTAL 4.764 Th.SF. 710 1.15 1 4 5 Ln(T)=0.95Ln(X)+0.36 1 5 6 180 Beds 620 0.22 13 27 40 No ITE Eqn 1.735 Th.SF. 820 3.81 3 4 7 Ln(T)=0.74Ln(X)+2.89 13 14 27 16 31 47 11.1%235 3.6%112 7.2%123 4610 145 11 21 32 Notes: Sources: ITE Trip Generation, 10th Edition & ITE Trip Generation Handbook, 3rd Edition. Th.SF.= 1,000 Square Feet Trips utilized in the analysis. Mode split is the anticipated reduction of trips attributed to alternative transportation modes other than automobiles. Census data was used to determine the mode split reductions. The average size for the data plot and equation is 327,000 square feet; therefore, it is deemed severe out of scale when compared to the proposed retail. Total Mode Split Reduction Trips Existing of External Trips of External Trips Bicycle Proposed PM PEAK HOUR TRIPS General Office Building External Trips (Proposed Site Gross Trips) Walking Retail LAND USE (LU) UNITS Nursing Home (Skilled Nursing Facility) ITE LU CODE ITE TRIP RATE / EQUATION Net External Trips (External Trips - Mode Split Trips - Existing Trips) Mode Split Trip Reductions Transit (Public Transportation) of External Trips Existing Trips 1 * 1 Not Used: Severe Out of Scale* Table 1: Trip Generation - AM Peak Hour Table 2: Trip Generation - PM Peak Hour 53 Skilled Nursing Facility Level 1 Traffic Study RICHARD GARCIA & ASSOCIATES, INC. Page 7   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 2024. 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 54 Skilled Nursing Facility Level 1 Traffic Study RICHARD GARCIA & ASSOCIATES, INC. Page 8 DESIGN YEAR 2015 2045 2024 NNE 20.60 26.00 22.22 ENE 19.00 15.90 18.07 ESE 1.40 1.00 1.28 SSE 1.50 1.50 1.50 SSW 16.10 13.70 15.38 WSW 18.70 16.90 18.16 WNW 8.80 9.90 9.13 NNW 13.90 15.20 14.29 TOTAL 100.00 100.00 100.00 DIRECTION MIAMI-DADE LRTP MODEL YEAR DISTRIBUTION PERCENTAGES (%) DISTRIBUTION (%) DESIGN YEAR IN OUT TOTAL IN OUT TOTAL NNE 22.22 ENE 18.07 ESE 1.28 SSE 1.50 SSW 15.38 WSW 18.16 WNW 9.13 NNW 14.29 TOTAL 100.00 100.00% 13 7 20 11 21 32 AM PEAK HOUR TRIPSDISTRIBUTIONDIRECTION DIRECTION 1 2 538 2 6WEST 27.29% 4 SOUTH EAST NORTH 1319.35% 16.88% 2 36.51% 3 PM PEAK HOUR TRIPS 4812 246 235 369 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. Lastly, Figure 6 shows the driveway peak hour trips. Table 4: Directional Trip Assignment 55 Skilled Nursing Facility Level 1 Traffic Study RICHARD GARCIA & ASSOCIATES, INC. Page 9 Figure 4: Site Traffic (Project Net Trips) - AM Peak Hour 56 N + ~~-------------- Skilled Nursing Facility Level 1 Traffic Study RICHARD GARCIA & ASSOCIATES, INC. Page 10 Figure 5: Site Traffic (Project Net Trips) - PM Peak Hour 57 N + ~~-------------- Skilled Nursing Facility Level 1 Traffic Study RICHARD GARCIA & ASSOCIATES, INC. Page 11 5 (14) DrivewaysPeak Hour Trips AM (PM) AM: Total = 26 vph (18 Trips-In, 8 Trips-Out) PM: Total = 37 vph (12 Trips-In, 25 Trips-Out) 15 (10) 3 (2) 3 (11) Access to Basement Parking (Ramp Down) Access to 2nd Floor Parking (Ramp Up) Figure 6: Driveway Trips - AM & PM Peak Hour 58 Skilled Nursing Facility Level 1 Traffic Study RICHARD GARCIA & ASSOCIATES, INC. Page 12 Two-Way Traffic Volume LOS Available Capacity Background Traffic Growth (3 Years @ 2.0 %) Project Net Trips Two-Way Traffic Volume LOS Available Capacity LOS F / 2,889 VPH Non-State - 4LD 1,602 D 1,287 98 5 1,705 D 1,184 LOS E / 987 VPH Non-State - 2LU 54 C 933 3 3 60 C 927 Two-Way Traffic Volume LOS Available Capacity Background Traffic Growth (3 Years @ 2.0 %) Project Net Trips Two-Way Traffic Volume LOS Available Capacity LOS F / 2,889 VPH Non-State - 4LD 2,077 D 812 127 10 2,214 D 675 LOS E / 987 VPH Non-State - 2LU 194 C 793 12 9 215 C 772 Two-Way Volume Threshold CDEF SW 72 Street 1,245 2,774 2,888 2,889 SW 61 Avenue 462 931 987 - Roadway Location Existing Condition (2021)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 SW 72 Street (Sunset Drive) SW 61 Avenue Roadway Existing Condition (2021) Between South Dixie Highway & SW 62 Avenue North of SW 72 Street Location Proposed Future Condition with Project (2024) Proposed Future Condition with Project (2024) 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 Level of Service (LOS) on the roadways 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 Table 4 of the 2020 FDOT 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 D or better 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. Table 5 summarizes the results of the roadway analysis. Appendix 3 contains the supporting documentation. Table 5: Roadway Analysis Summary 59 Skilled Nursing Facility Level 1 Traffic Study RICHARD GARCIA & ASSOCIATES, INC. Page 13 Conclusion In conclusion, the proposed Skilled Nursing Facility at 7040 SW 61st Avenue will generate 20 net external trips during the AM peak hour and 32 net external trips during the PM peak hour. These trips will have a de-minimis traffic impact at the adjacent roadways and therefore, no additional traffic analysis is required or recommended at this time. 60 61 Skil led Nursing Facili t y Le vel I Traff ic Study Append ix 1: Trip Generation ~~~ RICHARD GARCIA & ASSOCIATES , INC . Appendix -I - 62 TAB LE Al TRIP GENERATION ANALYSIS AM PEAK HOUR Project Name: Skilled Nursing Facility at 7040 SW 61 Avenue ITE LU ITE TRIP RATE J LAND USE (LU) UNITS CODE EQUATION Existing General Office Building 4.764 Th.SF. 710 1.16 T=0.94(X)+26.49 Propos ed Nursing Home (Skilled Nursing Facili ty) 180 Beds 620 0 .17 No IrE Eqn Retail 1.735 Th.SF. 820 0 .94 I No t Used : R7<O.7S, Severe Out of Sca le J--7 T-0.50(X)+151.78 E x tornal Trips (Proposed Site Gross Trips) Transit (Public Transportation) 11 .1% of Extemal Trips 1 Mode Spfit Bicycle 3.6% of External Trips Trip Reductions Walking 7 .2% of Extemal Trips To t al Mode Split Reduction Trips Existing Trips Not Exte rn al Tri ps (External Trips -Mode Split Trips -Existing Trips) ~ Sources: fTE Trip Generation. 10th Edition & ITE Trip Generation Handbook. Jrd Edition . TIl .SF .: 1,000 Square Feet Trips ut ilized in the analys is . % IN 86% 5 86% 27 72% 22 62% 1 62-% 96 70% 23 75% J 100% 1 50% 1 71% 5 83% 5 65% 13 AM PEAK HOUR TRIPS % 14% 14% 28% 38% 38% 30 % 25% 0% 50% 29% 17% 35% 1 Mode split is the anticipated reduction of trips attributed to alternative transportalion modes other than automobiles . Census data was used to determ ine the mode split reduct ions . OUT TOTAL 1 6 4 31 9 31 1 2 58 4<)3 10 33 1 4 a 1 1 2 2 7 1 6 7 20 63 LAND USE (LU) UNITS Existing General Office Building 4 .764 Th .SF. Propose d Nu rs in g Hom e (Skilled N ursing Facili ty) 180 Beds Retail 1.735 T h .SF. NOI Used : Severe Oul of Scale External Trips (Proposed Site Gross Trips) TABLE A2 TRIP GENERATION ANALYSIS PM PEAK HOUR Project Name: Skil led Nurs ing Facility at 704 0 SW 61 Avenu e ITE LU CODE 710 620 820 ITE TRIP RATE I EQUATION 1.15 Ln(T)= O. 95Ln(X)+ o. 36 0 .22 No fTEEqn 3 .8 1 Ln(T)=O.74Ln(X)+2.S9 % 16% 16% 33% 48% 48% 34% IN 13 3 >3 16 Transit (Public Transportation) 11 .1 % of Ex ternal Trips 40% 2 t Mode SpHl PM PEAK HOUR TRIPS % OUT TOTAL 84% 4 5 84% 5 6 67% 27 40 52 % 4 7 52% 'l4 2+ 66% 31 47 60% 3 5 50% 2 Bicycle 3 .6% o r Extema l Trips 50% Trip Reductions 1------------'------------'--------1--------+-------+---------+-------+--------1 Walking 7 .2% o f Extema l Trips Total Mode Split Reduction Trips Ex is ling Trips Net Ext e rnal Trips (EXlernal Trips -Mode Split Trips -Existing Trips) NotU i Sources: ITE Trip Generation , 10th Edition & ITE Tnp Generation Handbook, J,d Editio n . Th.SF .= 1.000 Square Feet Trips uliWzcd in the 31\3lys is. 33% 67% 40% 4 60% 20% 80% 34 % 11 66 % 1 Mode split is the anticipated reduct ion of trips attributed to alternative transportat ion modes other than automobiles . Census data was used to determine the mode split reductions . • Tho average size for the dala pIal and equa lion is 327 ,000 squfHe re el ; there fore, it is deemed seve re ou l or scale when compared 10 th e proposed retai\' 2 3 6 10 4 5 21 32 64 48 Nursing 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: 3 Avg. Num. of Beds: 134 Directi~naL ~i~tributio~ .!!:~ ~~t_~~!n9 ,_28~ exiti~~_.. ._ Vehicle Trip Generation P!!!~~_t! __________ . __ _ I Average Rate Range of Rates 1-------._------_.-----------------------.--Standard Deviation i . 0.17 0.16 -0.20 --_. __ .--.--. ~ .. -. ------_. _.-... ---------.--- Data Plot and Equation 40 30 Ifj '0 C W Q. is , II 20 , I-, " X )( , 10 -.. ---_.-------.. ------------------1 -~~~?---.. -. -! , , Caution -Small Sample Size x °0~--------~50~------~10~O~-------1~~~------~2~OO~------~25~0--------~3~OO X = Number of Beds X Study Site Fitted Curve Equation: Not Given Trip Generation Manual 10th Edition· Volume 2: Data· Medical (Land Uses 60D-699) Average Rate R2=- -a:--1,.:- 65 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: 3 Avg.Num.ofBeds: 100 Diredional Distribution: 33% entering. 67% exiting VehiclE!. Ir~p. Generation pe~ ~ed Average Rate 0.22 Range of Rates -.-.. -.. 0.12· 0.27 Standard Deviation 0.26 Data Plot and Equation Caution -Small Sample Size II) on c: W c. ~ II 40 30 .. , , , , , x x , t-20 10 x .. .. °O~------------~50~------------~1~OO~-------------1~50~-------------2~OO X = Number of Beds X Study Site Average Rate Fitted Curve Equation: Not Given R2c- Trip Generation Manual 10th Edition· Volume 2: Data • Medical (Land Uses S0()-899) 49 66 I I I 4 General Office Building (710) Vehicle TrIp Ends va: 1000 Sq. Ft GFA On a: Weekday, " . Peak Hour of Adjacent Street Traffic, One HoW' Between 7 and 8 a.m. SettlngJLocatlon: General Urbani Suburban Number of StudIes: 35 1000 Sq. Ft GFA: 117 Directional Distribution: 86% entering. 14% exiling Vehicle 11-Generation r 1000 Sq. PI. GFA Average Rate Range of Rates 1.16 0.37 • 4.23 Data Plot and Equation Trip Ganaretfcn Manua110th l!dBian • VcbunIl2: Data • 0fIice (Land Usas 700-799) Standard Davfatfcn 0.47 67 --------................ ---------- I I I I : . .. I, " If General Office Building (710) Vehicle Trip Enda va: 1000 Sq. Ft. GFA On a: Weekday. Peak Hour of Adjacent Street Traffic. One Hour Between 4 ami 8 p.m. Set:lnglLDcallon: General Urban/SUburban Number of StudIes: 32 1000 Sq. Fl GFA: 114 .. _ ...... _ _ __ Ql~~bution: 180" entering, 84% exitin9 :fehic~~Tripgeneratlo.n2!.r_~~~~.~C!FA _ __ __ ._._. ___ ~ ; Average Rate Range of Rates Standard DevfatIon r-------··-----------.. -.-..--.------- . 1.15 ._ .• _.~~!~. __ .. _. 0.42 Data Plot and Equation 400 x 100 x 100 X .tudySlUt x X " x " I , X " , x x " , , , , x , 2DO 300 X 1:11DGO sea. FL GM I --FittedCurw , , , , , , , ~ , x TrIp Generado" Marwal10th em!an • VOlumo 2: Data· Ofttce (land Uses 7C»-7B9) 6 68 Shopping Center (820) 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: 84 1000 Sq. Ft. GLA: 351 Directional Distribution: 62% entering, 38% exiting Vehicle Trip Generation per 1000 Sq. Ft. GLA Average Rate 0.94 Data Plot and Equation 1.500 0 '0 1.000 c w Q. ~ u l- X x x Xx 500 X x~ ~ X Study Site Range of Rates 0.18·23.74 x x ~' .. ''x , , X x x x x X 600 x:; 1000 Sq. Fl GLA Fitted Curve Fitted Curve Equation: T 1::1 O.50(X) + 151.78 .. , , X 1.000 , .. Standard Deviation 0.87 .. .. )t , , , , , x x x x 1.500 --- - Average Rate Ria O.SO Trip Generation Manual 10th Edition • Volume 2: Data • Retail (Land Uses 80Q-899) 139 69 140 Shopping Center (820) Vehicle Trip Ends vs: 1000 Sq. Ft. GLA On a: WeekdaYI Peak Hour of Adjacent Street Traffic1 One Hour Between 4 and 6 p.m. Setting/Location: General Urban/Suburban Number of Studies: 261 1000 Sq. Ft. GLA: 327 Directional Distribution: 48% entering, 52% exiting Vehicle Trip Generation per 1000 Sq. Ft. GLA Average Rate 3.B1 Data Plot and Equation 8,000 6,000 U) -g Range of Rates 0.74· 18.69 x x x w .9-~ II " x ~ 4.000 Xx ,,"x x ;f.:,. .,..' x ,." X ,,/ ... .... . ... ~ ... " r. '" .7~, .t.. ".~ ." ."" )'~ 2.000 x x Xx 1,000 X :::: 1000 Sq. Fl GLA X StUCSySlte Fitted Curve Fitted Curve Equation: Ln(T) = 0.74 Ln(X) + 2.89 Trip Generation Manual 1 Oth Edition • Volume 2: Data • Retail (Land Uses 80Q-899) ,. , Standard Deviation 2.04 , , , , , , , , , , , , , , , x 2.000 Average Rate RI::IO.82 x 70 Census -Table Re s ults https:lldata.census.gov/cedsci/tabl e?q=&text=B0830 I &g= 14000 ... lof2 MEANS OF TRANSPORTATION TO WORK Note: This is a modified view 01 the original table produced by the U.S . Censu s Bure a u. This download or printed version may have miSSi ng Information from the original table. Label V Tota l: 'V Ca r. truck. or va n: Drove alone v Carpooled : tn 2'p erson carpool In 3'person carpoo l In 4·person carpool In 50 or 6-per~on carpool In 7-or·more-person carpool v Public transponation (e xcl uding taXicab): Bus Subway or elevated ra il long-dIstance train or commut er rail Li ght rail. s tr eetcar ortrotley (catto pub li co in Puerto Rico) Fer ry boat Taxic ab Motorcycle Bicyc le Walked Other means Worke d from home Census Tract 7 6 .03, Mlaml·Dad e County, Florida Estimate 1,589 1,235 1 ,1 87 48 23 2S o o o 176 1\. I I .. 59 92 2S o o o 7 57 -;.\D% 114 1. 2 ).: o o M arg l 6/10/202 1,10:14 AM 71 Census -Table Results https :lldata.census .g ov/ce d,ci/table?q=&tc xt=B08 301 &g= 14000 ... Table Notes MEANS OF TRANSPORTATION TO WORK Survey/Program: American Community Survey Universe: Workers 16 yea rs and over Year. 2019 Estimates: 5-Year Table ID: 808301 Although the American Community Survey (ACS) produces population. demographic and housIng unit es t imates, It is the Census Bureau 's Population Est imates Program that pr oduces and disseminates the official estimates of the population for the nation, states, counties, cities. and towns and estimates of housing units for states and counties. Source: U.S. Census Bureau , 201 5-2019 American Commun ity Survey 5-Year Estimates 2019 ACS data products include updates to several categories of the exIs ting mean s of transportation ques tio n. For more information, see: Change to Means of Transportation . Data are based on a sample and are subject to sampling variabil ity. The degree of uncertainty for an estima te arising from samp ling variab ility is represented through the use of a margin of error. The val ue shown here Is the 90 percent margin of error. The marg i n of error can be interpreted roughly as pro viding a 90 percent probabil ity that the interval defined by the estimate minus the margin of error and the estimate plus the margin of error (the lower and upper confIdence bounds) contains the true value. In addition to sampling variability, the ACS es t imates are su bject to nonsampling error (for a discussion of nonsampling variability, see ACS Technical Documentation). The effect of nonsampling error is not represented in these tables . Workers include members of the Armed Forces and civilia ns who were at work last week . The 2015·2019 America n Commun ity Survey (ACS) data generally reflect the September 2018 Office of Management and Budget (OM8) delineations of metropolitan and mi cropolitan statistical areas. In certain inst an ces, the names, codes, and bounda ries of t he princ ipal cities shown In ACS tab l es may differ from the OMB delineation lists due to differences in the effective dates of the geographic entitles. Estimates of urban and rura l populations, hou sing un its, and characteristics reOect boundaries of urban areas defined based on Census 2010 data . As a resu lt, data for urban and rural areas f rom the ACS do not necessarily reflect the results of ongoing urbanization. 2 of2 Explanation of Symbols : An ..... en try in the margIn of error column indicates that either no sample observa tions or too few sample observations were available to compute a standard error and thu s the margin of erro r. A statistical test is not appropriate. An "-" entry in the estimate column indicates that either no sample observations ortoo few samp le observa ti ons were availab le to compute an es t imate, or a ratio of med ians cannot be calculated because one or both of the median estimates falls in the lowest i nterval or upper inte rva l of an open-ended d istrIbution, or the marg in of error associated with a med i an was larg er than the med ia n its elf. An 0.'" follow ing a median estimate means the median falls in the lowest interval of an operrended distribution. An "T· following a median estimate means the median falls In the upper interval of an open-end ed distribu t ion. An ....... entry in th e margin of error column indicates that the median falls in the lowest interval or upp er interval of an open-ended distribu tio n. A statistica l te st is not appropriate . An 0*,***,*" entry in the marg i n of error column ind icates that the estimate is con trolled. A statis ti cal te st for sampling variability is not appropriate. An "N" entry in the estimate and marg in of error co lum ns indicates th at data for this geographic area ca nnot be displayed becau se the number of sample cases is too small. An ·(X)" means that the estimate is not app li cable or not available . Supporting documentation on co de lists. subject definition s, data accuracy, and stat istical test ing can be found on the American Community Survey website in the Technical Documentation section. Sample size and data quality measures (Including coverage rates, allocat ion rate s, and response rates) can be found on the American Community Survey website In t he Me th odology section. 611012 02 1,10:14AM 72Project's Census Tract ~ 75.01 t:A ~ ~ I, /" ._, I~..oo m /I) ~ r-1ffI611TH ST '" '" o I ProJect" Z 0 ~ location ?:: m " rr m [V'A .. rlU ii ~ I ~:=rTs~~~~~~~::::k:::~ ""~T-",:.~\L' • • !~~' /< ... ~. ,~,.J ~ """" S," j~J.7!fl /' I / l:~~-' ~ . .=:=-.~> :-::\-'(1; i ([::-_._ .. =~ ",:~,I .'!l'O::-. •. ::: ...... ~ ~ ,,/' :':""7 / r, ,i,f!. ,' __ , ........ ~. . " .. , "J' ~!;jlJ ';;: ;>51 r -r:: _'._' :-.-_.;.~' W96rHST s 78.0 (JJ 04TH sri::! (J) '" ~ '" w ;:c a 1;1 ;:: d(.::···'~)'. • It \...... ,:/ ~ '-" ,1 /;,' ( ,/ L ... ::Y { J:. i'· / ;~O·~ .!I./ T I.U .... 73 Sk ill ed Nurs ing Fac ili ty Leve ll Traffic Study Appendix 2 : Trip Distribution & Driveway Trips ~~~ RICHARD GARCIA & ASSOCIATES, INC. Appendix -2 - 74 Skilled Nursing Facility Site Traffic (Project Net Trips) -AM Peak Hour 75 DI RECTION NNE EN E ESE SS E S SW WSW WN W NNW TOTAL 2 4 TABLE: A3 Cardin a l Di stri buti on AM Pe ak Hour (We ek day ) T raffic Analysis Zone (T AZ) 111 8 Project Name: Sk illed Nursing Faci lity at 7040 SW 61 Avenue DISTRI BUTION (%) AM PE AK H OUR TRIPS DI RECTI ON D ISTRIBUTI ON DESIGN YEAR 22.22 NORT H 36 .51% 18.07 1.26 EAST 19.35% 1.50 15.36 SOUTH 16.88% 18.16 9.13 WEST 27 .29% 14 .29 100.00 100.00 % 0 7 °~ l! 5 3 n0 D < N ET TRIPS - ~ A M PEA K HOUR n0 D 1 2 ;! 0 7°v I N 5 2 2 4 13 < 8 OUT TOTAL 3 8 1 3 1 3 2 6 7 20 2 1 ~ Direct ional percentages drc led are rounded . 0 76 DIRECTION NNE ENE ESE SSE SSW WSW WNW NNW TOTAL Note. TABlE :A3.' Cardinal Distribution AM Peak Hour (Weekday) Traffic Analysis Zone (T AZ) 1118 Project Name' Skilled Nursing Facility at 7040 SW 61 Avenue DISTRIBUTION PERCENTAGES (%) AM PEAK HOUR TRIPS MIAMI-DADE LRTP MODEL YEAR DESIGN YEAR IN OUT 2015 2045 2024 20.60 26.00 22.22 3 2 19.00 15.90 18.07 2 1 1.40 1.00 1.28 0 0 1.50 1.50 1.50 0 0 16.10 13.70 15.38 2 1 18.70 16 .90 18.16 3 1 8.80 9.90 9.13 1 1 13 .90 15.20 14 .29 2 1 100.00 100.00 100.00 13 7 TOTAL 5 3 0 0 3 4 2 3 20 Based on Miam i-Dade T ransportation Planning Organ izal ion 2045lRTP Directional Trip Distribution Report, September 20t9. Since the current data is only available for Ihe model years 2015 and 2045. th e eigh t (8) cardi nal direction s were interpolated to the design year of 2024. DIRECTION NNE ENE ESE SSE SSW WSW WNW NNW TOTAL AM PEAK HOUR TRIPS : PERCENT: DISTRIBUTION % 22.22 18.07 1.28 1.50 15.38 18.16 9.13 14 .29 100.00 IN 13 65.00% INGRESS CALCULATED 2.889 2.349 0.166 0 .1 95 1.999 2.361 1.187 1.858 13.004 TABLE : A3-2 OUT 7 35.00% USED 3 2 0 0 2 3 1 2 13 TOTAL 20 (Calcu lated) EGRESS CALCULATED 1.555 1.265 0 .090 0.105 1.077 1.271 0.639 1.000 7.002 TOTAL USED 2 5 1 3 0 0 0 0 1 3 1 4 1 2 1 3 7 20 77 Skilled Nursing Facility Site Traffic (Project Net Trips) -PM Peak Hour 12.;0( • 9..,. 78 DIRECTION NNE ENE ESE SSE SSW WSW WNW NNW TOTAL TAB LE : A4 Cardinal Distribution PM Peak Hour (Weekday) Traffic Analysis Zone (T AZ) 1118 Project Name : Skilled Nursing Facility at 7040 SW 61 Avenue DISTRIBUTION (%) PM PEAK HOUR TRIPS DIRECTION DISTRIBUTION DESIGN YEAR 22.22 18.07 NORTH 36.51% 1 .28 1.50 EAST 19 .35% 15.38 18.16 SOUTH 16.88% 9.13 WEST 27 .29% 14.29 100 .00 100.00% 0 70(;) 12 4 8 10 D 6 < NET TRIPS- ~ PM PEAK HOUR 3 D0 t 3 2 Q (2 700 IN 4 2 2 3 11 ~ g OUT T OTAL 8 12 4 6 3 5 6 9 21 32 2 4 llilliL Di recti onal percentages circ led are roun ded . 0 79 TASLE .M -I Card i nal D i stri b ution PM Peak Hour (Weekday) Traffic Anal y s i s Zone (T AZ) 1118 Projec t N ame: Ski ll ed Nursing Facili ty at 70 40 SW 61 Ave nue DI REC TION IN OUT TOTAL NNE 20.60 26.00 22.22 2 5 7 ENE 19.00 15.90 18.07 2 4 6 ES E 1.40 1.00 1.28 0 0 0 SSE 1.50 1.50 1.50 0 0 0 SSW 16.10 13.70 15.38 2 3 5 WSW 18.70 16.90 18 .16 2 4 6 WNW B.80 9 .90 9 .13 1 2 3 NNW 13.90 15.20 14 .29 2 3 5 Based on Miam i-Dade Transportation Plann ing Organization 2045 LRTP Directional Trip Distribution Report. September 2019 . Since the current data is on ly available for the mode l years 2015 and 2045, the eight (8) cardinal direct ions we re in te rpolated to the design year of 2024 . DIREC TION NNE ENE ESE SSE ssw wsw WNW NNW TOTA L PM PEAK HOUR TRIPS : PERCENT: DI STRIBUTION % 22.22 18.07 1.28 1.50 15,38 18,16 9,13 14.29 100.00 IN 11 34.38% INGRESS C ALC ULATED 2.444 1.988 0,141 0,165 1,692 1.998 1.004 1.572 11.003 OU T 21 65 .63 % USED 2 2 a a 2 2 I 2 " TOTAL 32 (Ca lculat ed) EG RESS C A LCU LA TED 4 .666 3.795 0,269 0 ,315 3 .230 3,814 1.917 3 .001 21.006 TOTA L USED 5 7 4 6 a 0 0 0 3 5 4 6 2 3 3 5 21 3 2 80~ ~ ~ 15 (10) '-DRIVEWAYS PEAK HOUR TRIPS Project Name: Skilled Nursing Facility at 7040 SW 61 Avenue '.1 ... ~. :-"'-lfO ~f:' ,:0 L--1:.'" f ... •• '-~iI -Q L .. -,····O 0 ..JI I -ij , ;jj,:.=j , , I . I ~~~ , = --------9------1-, . , I :0 r I .. , I .. ,.J lOA.')t;CI TAASH AA£J. o Access to Basement Parking (Ramp Down) £!I ""'""-~ . [ , I :0 I -!o " ~---.....; ~ , Ill> (9 ~ "" If t (>J "'! CD '" CD .. ii .. .. ii .. o --g> Access 10 2nd Floor Parking (Ramp Up) 0) 0) ~ ~i t " (j) ~. ' ... ~., ..... , ... 0=" l.bi_~ -, II~!I-f~ I 0: I , , I , o! .. i .. .-1 I , in oj ~ , I : . i 0 '-,.. ~ ___ :__ .'"--4 r ---------3 (2) 1 ""''''''''''..... ------., 1.11150 n 1~ _IC'Itt£ 1I0OI I ONE'Myl)lt.'V( J) PAA~$I'1oCU -+ o:n : -"'''"'' 0~1 5 (14) , 3 (.11) , I ....,."''''''''' , o lt~a.lNIGfT 'I o J , I .~ " 0 0 0 '1 IT] @: 0 0 0 0 01 _ J .""'''.''''~, ' '''' 0 ' 1 I----L: . 0 0 I I _________ --0 0 0 rl tcll.:.'U1M •• \f.... ----------.. ---:-.=::.~-Q _~__"_c:. 0; I '''''~" ---~ """.,"' ..... 2,1.'10" , I : I .~----' ______ J --------Driveways Peak Hour Trips AM (PM) AM: Total = 26 vph (18 Trips-In, 8 Trips-Out) PM: Total = 37 ,-,ph (12 Trips-In, 25 Trips-Out) 81TRAFFIC ANALYSIS ZON E (TAZ) IUJ"t -1035 1022 1112 \ '1"1-1-1 -1004 I 102-1 I 11'10 '1023 1005 ! /!/ '1019 '1020 I I '1'113 ~I 1114 1'1'109 > -< N I ( (I'JnR.Y' \ I '1092 ~ ;c -10'17 10'18 '1"115 '1007 r -1104 ,/ '10'15 '1'102 "1091 1016 '1'12'1 '1"130 , 7 I '1008 j '1014 I /' I \ '1'128 \ '1'129 IILV -1127 / 1131 '1009 -1010 '1011 '1-, '117'1 -1-132 l hr \' 82 MiAMHllAfOl[ lRANSPI!llRlAll'WN PU\NNHHG lOJRIGAN~ZIHmN ~ r~ w~r r~ I Iwl I Iw~ ~~~ ~/,. ~ ~ SUPPORTING DOCUMENTS [Q)D[glrn~uD@~~[L IY~D~ [Q)D~u~D[ID(UJuD@~ [R?,~~@~u SIl:P1rIEMBIER 2019 83 .,g LR P Miami-Dade 2015 Base Year Direction Trip Distribution Summary -----.. -- TAZ of OnglO (.11,]11, •• 1 Ull t.:. lU I S . ___ 1111' • ___ ._ _ __ _ . _ ____ 10 1,.1 County I Regional 1'{ll !';,'1 1 NNE I ENE ESE SSE ssw WSW WNW NNW I' T lIP" TAZ TAZ I . 1093 1093 1094 1094 1095 1095 1096 1096 1097 1097 109B 1098 1099 1099 1100 1100 1101 1101 1102 1102 1103 1103 1104 1104 1105 1105 1106 1106 1107 1107 1108 1108 1109 1109 1110 1110 1111 1111 1112 1112 1113 1113 1114 1114 1115 1115 1116 1116 1117 1117 1118 I11B 3993 Trips 3993 Percent 3994 Trips 3994 3995 3995 3996 3996 399 7 3997 3998 3998 3999 3999 '000 '000 4001 4001 4002 4002 4003 4003 4004 4004 4005 4005 4006 4006 '007 11007 4008 4008 4009 '009 4010 4010 4011 4011 4012 4012 4013 4013 40 14 4014 4015 4015 4016 4016 4017 4017 4018 4018 Percent Trips Percent Trips Percent Trips Percent Tr ips Percent Trips Percent Trips Percent Trips _ Percent Trips Percen t Tr!ps Percent Trips Percent Tri ps Percent Trips Percent Trips Percent Trips Percent Trip s Percent Trips Percent Trips Percent Trips Percent Trips Percent Trips Percent Trip s Percent Trips Pertent Trips Percent Trips Percent 235 26.3 962 24.8 552 16.5 61' 20.9 637 15.8 9,391 22.3 2,956 22.4 1,099 29.1 161 35.1 1<5 27.8 3,447 29.2 421 29.9 1,731 30.5 857 21.2 2,217 22., 622 25.3 233 19.0 "3 25.8 418 1 4.6 327 l3.5 180 14.5 228 18.8 m 17 .7 20, IBA SO, 19.2 1,181 20 .6 91 10.2 2.2 7.5 475 14.2 OS? 15.4 310 8.2 5,544 13.2 2,693 20.4 "3 11.7 31 6.8 31 6.0 1,241 10.5 100 7.1 560 ••• 846 21.0 1,562 16.1 '07 16.6 191 15.5 273 14.9 50' 19.0 '" 18.4 267 21.4 201 16.7 276 13 .9 181 15.9 384 14.6 1.089 19.0 8 0.9 53 1.' 63 1.' 30 1.0 121 3.2 1,947 '.6 292 2.2 22 0.6 , A •• , 0 .8 ll8 1.0 9 0.6 107 1.' 84 2.1 115 1.2 42 1.7 '3 3.5 101 5.5 83 2.9 148 6.1 6' 5.1 '8 '.0 llS 5.8 86 7.6 184 7.0 79 1.4 47 1.4 32 1.1 71 1.' 600 1.4 216 1.6 29 0.8 8 1.8 2 0.4 265 2.2 27 1.' 103 1.8 85 2.1 m 3.' la' ,.4 27 2.2 65 3.6 202 7.1 133 5.5 75 6.0 96 8.0 90 '.5 62 5.' 13. 5 .3 68 15 56 6.2 216 5.6 175 5.2 236 8 .0 339 8.' 4,955 11.8 1,756 13.3 310 8.2 20 4.' 3' 65 1,208 10.2 8. 6.3 386 6.8 543 13.5 1,359 14.0 378 15.01 198 16.1 279 15.2 411 14.01 426 17.6 215 17 .3 127 10.5 353 17.7 143 12.5 406 15,4 .22 16.1 150 16 .8 80S 20.7 717 21.4 507 17.1 935 24.7 7,929 18.8 1,784 13.5 752 19.9 100 21.8 101 19.4 2,BOl 23.7 321 22.8 1,240 21.9 73. 18.3 1,621 16.7 385 15.7 160 13.0 208 11.4 343 12.0 245 10.1 III 8.' 141 11.7 29. 15.0 132 11.6 340 13.0 1,071 18.7 125 13.9 633 16.3 547 16.3 325 11 .0 '06 10.7 4,518 10.7 1,309 9.' 404 10.7 54 14.1 98 18.8 1,081 9.2 144 10.2 606 10.7 405 10.0 1.205 1'2.4 21. 8.' 168 13.7 '" 8.1 308 10.8 225 '.3 127 10.2 "8 12.2 205 10.3 '0 7.' 210 8.0 503 8.8 230 25 .7 91. 23.7 77' 23.1 75< 25 .5 968 25 .6 7,280 17 .3 2,188 16.6 722 19.1 70 15 .2 106 20.4 1,661 14.1 296 21.0 937 16.S 4" 11 .8 1,243 12 ,8 293 12 .0 20. 17 .0 282 15.4 5'9 19.2 '" 19.6 210 16.8 219 18.1 30' 15.2 237 20.8 460 17 .5 796 l3.9 902 4,008 3.421 3,106 3,837 45,582 13,533 3,844 <58 526 12,545 1,439 5,958 4,116 10,464 2.533 1,245 1,847 2,931 2,475 1,256 1,208 2,057 1,141 2,683 5,919 84 .• J TP Mia mi Da d e 2045 (ost Feasible-Plan Dir e ction Top DIs (rlbutlon Summ a r y _ !A Z O f.orr gl~_~I -! 0L I ____ C ,tl oI n '~______ T.J l.iI County , R\...I'Jl ht l ~., 'f II TIE • ~ S$I-' ,'C:\' "IV I II ,', -ll1~~ T AZ ' TI.: I ,"; tilt i t:::::c I :":;'1: •• .v ':.... ._, 10 7 1093 1093 1094 1094 1095 1095 1096 1096 1097 1097 1098 1098 1099 1099 UOO 1100 1101 1101 1102 1102 1103 1103 1104 1104 1105 1105 1106 1106 1107 1107 1108 1108 1109 1109 1110 1110 1111 1111 1112 1112 1113 1113 1114 1114 1115 1115 1116 1116 1117 1117 1118 1118 3993 Trlps 3993 3991l 3994 3995 3995 3996 3996 3997 3997 3998 3998 3999 3999 4000 4000 4001 4001 4002 4002 4003 4003 4004 4004 4005 4005 4006 4006 4007 4007 4008 4008 4009 4009 40]0 4010 4011 4011 4012 4012 4013 4013 4014 4014 4015 '015 4016 4016 4017 4017 4038 4018 Percent Trips Percent Tr ips Percent Tr ips Percent Trips Percent T~~_. Percent Trips Percent Trips Percenl Trips Percent T:p.-:.. Percent Trips Percent Trips Percent Trips Percent Trips Percent Trips Percent Trips Percent Trips Percent Trips Percent Trips Percent Trips Percent Trips Percent .~rips _ Percent Trips Percent Trips Percent Trips Percent Trips Percent 291 27.8 1,367 26.2 l ,OB2 21.'1 866 22 .1 1,262 19.7 12,773 23.0 4,171 24.3 1,663 32.5 193 38.9 202 30.2 4,463 29.8 657 31.2 2,356 31.7 1,426 23.8 3,002 23.3 832 27.1 2'9 18.3 643 22.6 61. 17.1 432 15.7 228 16.2 261 16.7 .62 20 .4 m 16.4 SOl 20.0 2,239 26 .0 6' 6.1 543 10.4 717 14.2 '80 12.3 655 10.3 6.565 11.8 2,923 17.1 556 10.9 30 6.1 35 5.2 1,680 11.2 148 7 .0 776 10.4 1,084 18.1 2,106 16.3 569 18.5 272 20.0 577 20.3 747 20.8 546 19.9 343 24.4 302 19.3 377 16.7 236 16.6 582 14.5 1,370 15.9 6 0 .6 68 1.3 48 0.9 30 0 .8 23' 3.7 2,298 4.1 422 2.5 24 0 .5 o 0.0 8 1 .2 170 1.1 15 0.7 77 1.0 109 1.8 136 1.1 32 1.1 65 '.8 97 3 .4 89 2 .5 102 3.7 61 4.3 62 3.9 95 4.2 36 2.6 163 4.1 88 1.0 55 1.1 56 1.' 122 1.9 541 1.0 237 1.4 23 0.5 o 0.0 1. 2.1 182 1.2 12 0 .6 96 1.3 8' 1.4 359 2.8 102 3.3 23 1.7 60 2.1 190 5 .3 118 4.3 50 3.6 72 '.6 54 2.4 92 6.5 180 4.5 125 1.5 50 4.8 268 5.1 296 5.8 323 8.3 580 9.1 7,488 13.5 2,'136 14.2 'Bl 9.4 35 7.0 29 4.3 1,618 10.8 18 8 9.0 627 U 681 11.4 2,022 15 .7 405 13.2 205 15 .0 <24 14.9 506 14.1 '54 16.6 200 14.2 19 8 12.7 352 15 .5 183 12.9 650 16.2 1,181 13.7 148 14.1 962 18.4 90' 17.8 566 14.5 1,241 19.4 10,015 lB.l 2,469 14.4 838 16.4 56 11.3 135 20.1 3,261 21.8 398 18.9 1,484 20.0 1,141 19.0 1,932 15.0 478 15.6 160 11 .8 287 10.1 492 13.7 290 10.6 120 8 .5 181 11 .6 286 12.6 212 14.9 521 13.0 1,456 16.9 167 16.0 805 15.4 880 17.4 508 13.0 721 11.3 5,563 10.0 1,688 9.9 549 10.7 112 22.5 111 16.5 1,505 10.1 '" 11.7 785 10.6 611 10.2 1,593 12.4 306 10.0 19' 14.3 297 10.5 416 11.6 317 11.5 208 14.8 215 13.8 276 12.2 138 9 .7 368 9.2 854 9.9 321 30.7 1,204 23.1 1,086 21.4 1,083 27 .7 1,578 24.7 10,195 lB.4 2,789 16 .3 980 19.2 71 14.2 136 20A 2,096 14.0 439 20.8 1,229 16.5 858 14.3 1,747 13.6 346 11.3 193 14.2 455 16.0 539 15.0 485 17.7 195 13.9 273 17.5 365 16.3 290 20.4 746 18.6 1,307 15.2 1,083 5,372 5,182 4,060 6 ,528 60,915 17 ,560 5 ,267 504 670 16,096 2,136 7,728 6,188 13,994 3,235 1,369 2,898 3 ,703 2,804 1,429 1,595 2,295 1,460 4,078 9,068 85 Sk ill ed Nursing Facilit y Level l Tr affic Study Appendix 3: Roadway Link Analysis ~~~ RICHARD GARCIA & ASSOCIATES, INC. Appendix '-3 - 86 TABLE :A5 ROADWAY LINK ANALYSIS -AM & PM PEAK HOUR Roadway Link Analysis -AM Peak Hour Roadway SW 72 Sireet (Sunset Drive ) SW 61 Avenue Location Between South Dixie Highway & SW 62 Avenue North of SW 72 Street Project Name: Skilled Nursing Facility LOS {Volume Standard LOS F { 2,889 VPH Non-State -4LD LOS E { 987VPH Non-State -2LU 4 Existing Condition (2021) Two -Way Traffic Volume 1,602 54 LOS D C Available Capacity 1,287 933 Proposed Future Condition with Project (2024) Background Traffic Growth (3 Years @ 2.0 %) 98 3 Project Net Trips 5 3 Two-Way Traffic Volume 1 ,705 6 0 LOS D C Roadway Link Analysis -PM Peak Hour Existing Condition (2021) Proposed Future Condition with Project (2024) Roadway SW 72 Street (Sunset Drive) sw 61 Avenue Notes: Roadway Name 2 Location 3 Roadway I Volume Standard * 4 Existing Condition Evaluation 5 Proposed Cond ition Evaluation Location Between South Dixie Highway & SW 62 Avenue North of SW 72 Street LOS I Volume Standard LOS F { 2,889 VPH Non-State -4LD LOS E { 987 VPH Non-State -2LU Two-Way Traffic Volume 2,077 194 LOS D C Available Capacity 812 793 Background Traffic Growth (3 Years @ 2.0 %) 127 12 * LOS I Volume Standard based on the generalized tables from the FOOT Quality I LOS Handbook. ... See Roadway's Volume Table A6. Project Net Trips 10 9 Two-Way Traffic Volume 2,214 215 LOS D C Background Traffic . Although the historical traffic data and regreSSion analysis yielded a negative traffic growth, a 2% growth rate was utilized as a conservative approach . Two-Way Volume Threshold C D E SW 72 Street 1,2 45 2 ,774 2,888 SW 61 Avenue 462 931 987 Available Capacity 1,184 927 Available Capacity 675 772 F 2,889 - 87 1 Road way SW 72 Street (S unset Drive) SW 61 Av enue Roadway TABLE : A6 ROADWAY'S VOLUMES -AM & PM PEAK HOUR Project Name: Skilled Nursing Facility 2 3 Loca ti on Di rec tion EB Between South Di xie Highway & W B SW 62 Avenue TWO-WAY NB North of SW 72 Street SB TWO-WAY 2 3 Lo catio n Direction 4 Traffic Vo lume s AM Peak Hour (2017) 1,047 515 1,480 24 26 50 4 Traffic Volumes PM Peak Hour (2017) 5 Background Traffi c Growth (4 Years @ 2.0 %) 86 42 12 2 2 2 4 5 Background Traffic Growth (4 Years @ 2.0 %) 6 Existing Traffi c Vo lumes (2021) 1,13 3 557 1,602 26 28 54 6 Existing Traffic Vo lume s (2021) 67 885 91 1,192 EB 818 Between So uth Dixie Highway & 1---.::. W :: B =-----+------'1 ,=-1c.: 0 '-1----I-------""------+---=.=-,----I SW 62 Av enue SW 72 Street (S unset Dri ve) SW 61 Aven ue Notes : 1 Roadway Name 2 loca tion of Count 3 Direction North of SW 72 Street TWO-WAY 1,9 19 NB 25 SB 160 TWO-WAY 179 4 Traffic Volumes . These volumes were obtained from prev ious traffic data collected . 15 8 2 13 15 5 Background Traffic. Although the historical traffic data and reg ression analysis yielded a negative traffic growth , a 2% growth rate was utilized as a conservative approach . 6 Existing T raffic Volumes 2021 . 2,077 27 173 194 88 State of Florida Department of Transportation . Systems Implementation OffICe i ___ .;;. 605 Suwann ee St. MS 19 Tallahassee , FL 32399 www.fdot.gov/planning L...-_____ .I..l I 89 TA B LE 4 Genera li zed Peak Hour Two-Way Vo lu mes for Fl ori da's Urbanized Areas' January 2020 INTERRUPTED FLOW FACILITIES UNINTERRUPTED FLOW FACILITIES STATE SIGNALIZED ARTERIALS Class I (40 mph or hi gher posted speed limit) Lanes Med ian B C D E 2 Undivided * 1,510 1,6 00 •• 4 Div ided • 3,420 3,580 .. 6 Div ided * 5,250 5,390 .. 8 Div ided * 7,090 7,210 .. Class 11 (35 mph or s lower posted speed l im it) Lanes Median B C D E 2 Und iv ided * 660 1,33 0 1,410 4 Div ided • 1,3 10 2,920 3,040 6 Divided * 2,090 4,500 4,590 8 Div ided * 2,880 6,060 6,130 No n -State S igna lized R oadway Adjustm e nts Lanes 2 2 Multi Multi - (Alter correspond in g stale vo lumes by the indicated percent.) No n-State S ignalized Roadways -10% Median & Turn La n e Ad justme nts Ex clusive Exclusive Median Left Lanes Right Lanes Divided Yes No Undivided No No Undivided Yes No Undivided No No --Ye s O n e -Way Faci lity Adjus tm ent Multiply the corresponding two -directional vol umes in thi s table by 0.6 B ICYCLE MO D E' Adjustment Factors +5% -20% -5% -25% +5% (Multiply vehicle vo lume s shown below by number of directional roadway lancs to dctcnnine two-way maximum servicc vo lume s .) Paved S hou lder/B icycle Lane Coverage B C D 0 -49% * 260 680 50-84% 190 600 1,770 85 -1 00% 830 1,700 >1,770 P EDESTR I AN MO D E' (Multiply vehiclc volumcs shown bclow by number of E 1,770 >1,77 0 ** directional roadway lanes to detennine two-way ma.ximum service VOlumes.) Sidewalk Coverage B C D 0-49% • * 250 50-84% • 150 780 85-100% 340 960 1,560 BUS MODE (Sch edu led F ixed Ro ute)' (I3 uscs in peak hour in peak direct ion ) Sidewalk Coverage 0-84% 85 -100% B >5 >4 C 2:4 >3 QUALITY/LEVEL OF SERVICE HANDBOOK D ~3 >2 E 850 1,420 >1,770 E 2:2 >1 FREEWAYS Core Urba ni zed Lanes B C D E 4 4 ,05 0 5,640 6 ,8 00 7,420 6 5,960 8,3 10 10 ,22 0 11,150 8 7,840 10 ,96 0 13,620 14,850 10 9,800 13,5 10 17 ,040 18,5 80 12 1 1,600 16 ,350 20 ,93 0 23,200 Ur ba ni ze d Lanes B C D E 4 4,130 5,640 7,070 7 ,690 6 6 ,20 0 8,450 10,510 11,530 8 8,270 11,270 t3 ,960 15,380 10 10 ,35 0 14,110 17,310 19,220 Freeway Adj u stmen ts Auxi liary Lane s Ramp Pre se nt in Both Directions Metering + 1,800 +5% UNIN T ERRUPTED FLOW HIGHWAYS Med ian BCD E Lanes 2 4 6 Und ivided 1,050 1,620 2,180 Div ided 3,270 4,730 5,960 Divided 4 ,9 10 7 ,090 8,950 2,930 6,780 10,180 Un in te rrupted F low Highway Adjustm e n ts Lanes Median Exclusive left lanes Adjustment factors 2 Di v ided Yes +5% Mu lt i Undivided Yes -5% Mult i Und iv ided No -25% I Values shown are presented as peak hour directional volumcs for levels of service and are for the automobile/tOld.: modes unless specifically s tated . This table does not constitute a standard and should be used only for general planning applications. n,e computer models from which this table is derived should be used for more specific planning app lications . The table and deriving computer models should not be used for corridor or intersection design, where more refined techniques exist. Calculations are based on planning applications of the HeM and the Transit Capacity and Quality of Service Manual. 2 Leve l of service for the bicycle and pedestrian modes in this table is based on nwnber of vehicl es . not number of bicyclists or pedestrians using the facility. l Buses per hour shown are only fo r the peak hour in the single direction of the higher traffic flow. • Cannot he ach ieved using mble input va lu e defaults. •• Not applicable for that level of service leiter grade. For the automobile mode, volumes greater than level of ~er ... ice 0 become F because intersection capacities ha\'e been reached. For lhe bicycle mode, the level ofservice leuer grade (including F) is not achievable because there is no maximum vehicle ,'olume threshold using tab!e input value deraults. SOl/rcc: Florida Depanment of Trans po nation System s Implementati on Office hnps:llwww.fd otgov/p lanninglsys tem sl 90 SW 61 AVE Southbound Start Time Righ t Thru I Left I Peds 07:00 AM 3 0 0 0 07:15 AM 8 0 0 0 07:30 AM 2 0 0 0 07:45 AM 10 0 0 0 Total 23 0 0 0 08:00 AM 4 0 0 0 08:15 AM 5 0 0 0 08:30 AM 7 0 0 0 08:45 AM 10 0 0 0 Total 26 0 0 0 Grand Total 49 0 0 0 Apprch % 100 0 0 0 Total % 1.6 0 0 0 Cars 48 0 0 0 % Cars 98 0 a 0 Tru cks 1 0 0 0 % TruckS 2 0 0 0 " V> ~ :;.-_M O~ ~ R ichard Ga rcia & Associates , Inc. 80 6 5 NW 98 St ree t Hial eah G arden s , FL 33 016 Ph one: 305-362 -0677 Fa x: 305 -675 -6474 Groups Pr i nted ~ Ca r s ~ Trucks SW72 ST SW61 AVE W estb o und Northbound Fil e Name Site Code Start Date Page No : SW 72 St_SW 61 Ave_AM : 00000000 : 5/23/20 17 : 1 SW72 S T E as tbound ,,",P. Ta'.ai Right Thru I Left I Ped s I\;)P. TctII Righi Thru Left I Peds ,,",P. leU! Right Thru Left Peds~A.'1). l OW IrJ . Tatll 3 0 93 8 5 96 2 6 97 10 4 106 23 15 392 4 6 115 5 1 131 7 7 122 10 10 123 26 24 49 1 49 39 883 4.2 94.6 1.6 1.3 29.4 48 39 866 98 100 98.3 1 0 15 2 0 1.7 000 '01...1 ~ ~N ~ , ~M 81:-t ~ NO- 00 010 on ~o ~ . -] "- 0 0 0 0 0 o o o o o 0 0 0 0 0 0 0 1 94 0 101 2 105 1 111 4 4 11 1 122 6 138 o 129 o 133 7 522 11 933 1.2 0.4 31 11 9 18 100 98,4 0 15 0 1.6 T North 0 0 0 0 0 o o o o o 0 0 a 0 0 0 0 5/231201707:00 AM 51231201708:45 AM c,'" Trucks g g o~ Total 0 0 0 0 0 o o o o o 0 0 a 0 0 0 0 0 0 0 0 0 o o o o o 0 0 a 0 0 0 0 0 0 0 0 0 o o o o o 0 0 a 0 0 0 0 U '" _;l 2 r +~ '0 ~ 0 0 0 0 0 o o o o o 0 a a 0 0 0 ~o~ ~ ~ ~~~ w~o 000 ~o~ 0 285 0 287 0 232 0 243 0 1047 o 260 o 259 o 226 o 217 o 962 0 2009 0 99.2 a 66.6 a 1977 0 98,4 0 32 0 1.6 0 0 0 0 0 o o o o o 0 0 a 0 0 0 0 2 287 384 3 290 399 2 234 341 2 245 366 9 1056 1490 1 261 367 2 261 404 1 227 363 3 220 363 7 969 1517 16 2025 3007 0.8 0.5 67.3 16 1993 2959 100 98,4 98,4 0 32 48 0 1.6 1.6 91 SW61 AVE Southbound Richard Garcia & Associates, Inc . 8065 NW 98 Street Hial eah Gardens, FL 33016 Pho ne: 305-362-0677 Fax: 305-675 -64 74 SW72 ST SW 61 AVE Westb ound Northbound Fi le Name : SW 72 St_SW 61 Ave _AM Site Code : 00000000 Start Date : 5/23/2017 Page No : 2 SW 72 ST I Eastbound Slart Tim e ~9ht Th'" Left Peds !A.>cI. Total RI hI Th ru Left I Peds I m . Teal R.i9D tJ Thru I Left 1 Ped s A:!~. lobi Ri nl Thru L eft Peds I ~ l:ul In!. Tela! Peak Hour AnalysIs From 07.00 AM to 08.45 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM 10 0 0 0 10 4 106 08:00AM 4 0 0 0 4 6 115 08 :1 5 AM 5 0 0 0 5 1 131 08:30 AM 7 0 0 0 7 7 122 To tal Volume " 0 0 0 2. 18 474 % AOD. Total 0 0 0 0 0 PHF .650 .000 .000 .000 .650 .643 .905 .000 1 1 6 0 8 .333 111 0 0 0 0 0 0 243 0 2 245 366 122 0 0 0 0 0 0 260 0 1 261 387 13B 0 0 0 0 0 0 259 0 2 261 40 4 129 0 0 0 0 0 0 226 0 1 227 363 500 0 0 0 0 0 0 9B8 0 6 994 1520 .906 .000 .000 .000 .000 .000 .000 .950 .000 .750 .952 .941 92 SW 61 AVE Southbound Richard Garcia & Associates , Inc . 8065 NW 98 Street Hialeah Gardens, FL 33016 Phone: 305-362-0677 Fa x: 305-675-6474 G rou ps P ' d C rmte • ars -T k rue 5 SW72 ST SW 61 AVE Westbound Northbound F ile Name Site Code Start Date Page No : SW 72 St_SW 61 Ave_PM : 00000000 : 5/23/20 17 : 1 SW72 ST Eastbound Start Time RiQht I Thru I Left Peds AIlt>. TI;UJ RiQh\ Thru Left Peds AIl~ leU! R!ahl Thru Left Peds A:; • TraJ R lchl Thru I Left I Peds I ~. lew In!. TCial 04:00 PM 35 04:15 PM 45 04:30 PM 30 04:45 PM 36 Total 146 05:00 PM 48 05:15 PM 46 05:30 PM 26 05:45 PM 22 Total 142 Grand Total 288 Apprch % 10 0 Total % 7.3 Cars 288 % Cars 100 Trucks 0 % Tru cks 0 0 0 0 0 0 o o o o o 0 0 0 0 0 0 0 ~ 0 0 0 0 0 o o o o o 0 0 0 0 0 0 0 ;:;=NO ~ o~ ~ 0 35 9 257 0 45 9 266 0 30 2 254 0 36 5 250 0 146 25 1027 o 48 4 271 o 46 3 280 o 26 4 275 0224260 o 142 15 1086 0 288 40 2113 0 1.8 97.3 0 7.3 1 53.5 0 288 40 2093 0 100 100 99 .1 0 0 0 20 0 0 0 0.9 NON ;;-.1 ~ ~w M, ~~ ~l:-t :< ~,... 00 0" en. ::00 ~ . ~~ 0 ~ 0 2 268 0 4 279 0 1 257 0 1 256 0 8 1060 o 2 277 o 3 286 o 1 280 o 4 268 o 10 1111 0 18 2171 0 0.8 0 0.5 54.9 0 18 2151 0 100 99.1 0 0 20 0 0 0.9 T North 0 0 0 0 0 o o o o o 0 0 0 0 0 0 0 5/2312017 04:00 PM 5.12312017 05:45 PM cao; Trucks g g o~ Total 0 0 0 0 0 o o o o o 0 0 0 0 0 0 0 0 0 0 0 0 o o o o o 0 0 0 0 0 0 0 0 0 0 0 0 o o o o o 0 0 0 0 0 0 0 U " -< -2' r ,. y = ." • a • 0 0 0 0 0 o o o o o 0 0 0 0 0 0 ~ ~ 000 ~ ~ _ 0 _~w wow 000 ~o~ 0 162 0 181 0 161 0 151 0 655 o 214 o 210 o 181 o 213 o 818 0 1473 0 98.7 0 37.3 0 1457 0 98.9 0 16 0 1.1 ijo ~m~5. 0 0 0 2 2 o o o o o 2 0.1 0.1 2 100 0 0 7 169 472 0 181 505 0 161 448 3 156 448 10 667 1873 1 215 540 o 210 542 4 185 491 2 215 505 7 825 2078 17 1492 3951 1.1 0.4 37.8 17 1476 3915 100 98.9 99.1 0 16 36 0 1.1 0.9 93 Richard Garcia & Associates , Inc . 8065 NW 98 Street Hialeah Ga rde ns, FL 33016 Phone: 305-362-0677 Fax : 305-675-6474 Peak Hour fot En ti re Intersection Begins at 05:00 PM 05:00 PM 48 0 0 0 48 4 271 0 2 277 0 0 0 0 05:15 PM 46 0 0 0 46 3 280 0 3 286 0 0 0 0 05:30 PM 26 0 0 0 26 4 275 0 1 280 0 0 0 0 05:45 PM 22 0 0 0 22 4 260 0 4 268 0 0 0 0 Total Volume 142 0 0 0 142 15 10 86 0 10 1111 0 0 0 0 'to ADD. TOlal 100 0 0 0 1.4 97.7 0 0 ,9 0 0 0 0 PHF ,740 ,000 ,DOD ,DOD ,740 ,938 ,970 ,000 ,625 ,9 71 ,DOD ,D OD ,DOD ,DOD Out ~vv ~~ AVI: Total ~ z,Qr" cm$CillJ 142 0 0 0 ;Jht Thru l,' Peds 1 4 Peak Hour D ata .~ 0'E J i ~~ ~ North ~~El-~2 ~",-> ~Ea;) 0" Peak Hour Begins al 05:00 PM ~ ~ -~ h ca" Trucks 'N ~. 0_ ~ 0 "- "1 i r Lort Th," Riehl Peds 0 0 0 0 c:::IDQc:::ID Out ~w ~~ AVI= TOlal Fi le Name Site Code Start Date Page No 0 0 0 0 0 0 0 0 0 0 0 ,DOD ,DOD ~ ;0 L.,§' ~--~ : SW 72 St_SW 61 Ave_PM : 00000000 : 5/23/2017 :2 " 214 0 1 215 540 210 0 0 210 542 181 0 4 185 491 2 13 0 2 215 505 8 18 0 7 825 2078 99,2 0 0,8 ,956 ,DOD .438 ,959 ,958 ~o a;S -<-~,~ _~o 2g: r r"-• -0 "U ~-< 0 ~" ~-~5!. ·0 94 Traffic T r ends -V03.a SR 986/SUNSET DR .-200· E SR 826 ,..---..... ..::..:...:....:....:c.::..:...; 45000 40000 -;; 35000 <II Cl iii '" 30000 :§ ,- I .-, c- ~ ~ · c- · .<: '" ~ 25000 0 · Ii: <II ~ to-20000 ~ 'iU Cl 15000 '" Ol <II ~ '" 10000 > <I: 5000 · 0 : : : : : : 2017 2022 2027 Year Tren d R·s quared: Com pou nded Annu al His t oric Gro wth Rate: Co mp ounded Growt h Rate (2 020 to Desig n Yea r): Printe d: Deca in Ex onential Growth 0 tion c:::::::J Observed Coun t -Fitted Curve : 4 1.81 % -6 .04 % -2 . .6 lWci' 20-0ct-21 : 2032 County: Station #: Hig hway : : 2018 20 19 2020 Miami·Dade (87) 1067 S R 986/SUNSET DR 42500 40000 31500 'Axle ·Adju sted 39200 37000 35500 95FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2020 HISTORICAL AADT REPORT COUNTY: 87 -MIAMI-DADE SITE: YEAR 2020 2019 2018 2017 2016 2015 2014 2013 2012 2011 2010 2009 2008 2007 2006 2005 1067 -SR 986/SUNSET DR, 200' E SR 826 AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR -----------------------------------------------------------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 39500 C E 19500 W 20000 7.39 58.66 2.60 39000 C E 20000 W 19000 7.70 65.70 2.40 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 96 10000 9000 >; 8000 III 0 Ii; 7000 ~ 0 J: '" 6000 2:- 0 it: 5000 IV ~ f- ~ 4 00 0 III 0 '" 3000 Cl IV ~ '" > 20 00 c{ 1000 a Traffic Trends -V03.a SW 59 PL .. 100' SOUTH OF SW 71 STREET -- -"~ -i' ~ ... - : 20 17 2022 2027 Year Tr end R·squar ed: Compounded Annu al Histori c Growth Rat e: Compound ed Growth Rat e (2020 to Desi gn Year ): Printed : c::::::J Observed Coun t -Fitt ed Curv e : 92 .57 % -6 .63 % 2032 C ou nty : Mi a mi -Dade (87) S ta ti o n #: 825 2 H ig hway : SW 59 PL Year 2017 2018 77 00 7800 2019 7600 7300 2020 68 00 7000 - 'Ax le·Ad j usted 97FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2020 HISTORICAL AADT REPORT COUNTY: 87 -MIAMI-DADE SITE: 8252 -SW 59TH PLACE, 100' SOUTH OF SW 71 STREET YEAR 2020 2019 2018 2017 2016 2015 2014 2013 2012 2011 AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR -----------------------------------------------------------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 Parking Study Skilled Nursing Facility 7040 SW 61st Avenue South Miami, Florida June 11th, 2021 October 22nd, 2021 (Revised) Richard Garcia & Associates, Inc. 98 99 Skilled Nursin g Facility Park ing Study Engineer's Certification I. Carlos X. Valentin, P.E. # 78422, certify that I currently hold an active Professional Engineers License in the State of Florida and am competent through education and experience to provide engineerin g services in the civil and traffic engineering disciplines conta ined in this report. In add it ion, the f ir m Richard Garcia & Associates, Inc. holds a Certificate of Authorization # 9592 in the State of Florida. I further certify that this report was prepared by me or u nder my resp onsib le charge as defined in Chapter 61 G 15-18 .00 1 F.A.C. and that a ll statements, co nclusions and recommendations made herein are true and correct to the best of my knowledge and ability. Project Description : Project Location: Sk ill ed Nursing Facil ity -Parking Study 7040 SW 61 st Avenue Sout h Miami, Florida Florida Registration No. 78422 Date ~~£ RICHARD GARCIA & ASSOCIATES, INC . Page Skilled Nursing Facility Parking Study RICHARD GARCIA & ASSOCIATES, INC. Page 2 TABLE OF CONTENTS Engineer’s Certification .......................................................................................... 1  Executive Summary ................................................................................................ 3  Introduction ............................................................................................................. 5  Project Location / Description ............................................................................................ 5  ITE Parking Generation ........................................................................................... 8  Conclusion ............................................................................................................ 11  LIST OF FIGURES Figure 1: Project Location Map ............................................................................................. 5  Figure 2: Site Plan & Ground Level Parking .......................................................................... 6  Figure 3: Basement Level and Second Floor Parking ......................................................... 7  LIST OF TABLES Table 1: Weekday & Weekend Parking Demand (ITE Parking Generation) .................. 8  Table 2: Time of Day Distribution for Parking Demand (Weekday) ................................. 9  Table 3: Time of Day Distribution for Parking Demand (Weekend) ............................... 10  APPENDICES Appendix 1: ITE Parking Generation Analysis  Appendix 2: Site Plan  100 Skilled Nursing Facility Parking Study RICHARD GARCIA & ASSOCIATES, INC. Page 3 Executive Summary The purpose of this study is to ascertain the parking demand for the subject project. 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 has an office building that will be demolished as part of the subject project. The proposed project consists of a skilled nursing facility (nursing home) with 180 beds and 1,735 square feet of retail. Moreover, this project will provide a total of 106 parking spaces within the site. The parking demand for the proposed skilled nursing facility (nursing home) was calculated using published data from the Institute of Transportation Engineers (ITE) Parking Generation 5th Edition. This manual is based on actual parking demand studies submitted to ITE and is typically used by planners, transportation professionals and others to estimate the parking demand of a proposed development. ITE's Land Use 620 (Nursing Home) and Land Use 820 (Retail), as identified by the Institute of Transportation Engineers (ITE) Parking Generation, most closely resembles the subject project. The parking demand for each individual land use was calculated for the weekday and weekend condition. Based on the ITE parking generation analysis, the sum of the parking demand for each individual land use is 69 parking spaces for the weekday condition and 83 parking spaces for the weekend condition. When compared to the 106 parking spaces provided within the site, the subject project is expected to have a surplus of 37 parking spaces during the weekday condition and 23 spaces during the weekend. In addition, the time-of-day distribution of parking demand for each land use was calculated using the above results. This additional calculation was performed to determine the peak parking demand for the site as a whole since the proposed land uses will share parking spaces but are not likely to have the peak parking demand at the same time. 101 Skilled Nursing Facility Parking Study RICHARD GARCIA & ASSOCIATES, INC. Page 4 The time-of-day distribution percentages (hourly) of parking demand were obtained from the ITE Parking Generation Manual, 5th Edition. These percentages allow us to obtain the number of parking spaces needed on an hour-by-hour basis for each land use. The resulting number of parking spaces (hourly) for each land use were added to determine the peak parking demand for the site. Based on this analysis, the subject project will have a peak parking demand of 68 parking spaces for the weekday condition and 82 parking spaces for the weekend condition. Moreover, the peak parking demand will occur at 2:00 PM. In conclusion, the ITE Parking Generation analysis revealed that the subject project will have surplus parking spaces within the site during the weekday and weekend condition. Therefore, the 106 parking spaces provided within the site are sufficient to satisfy the projected parking demand for the subject project. 102 Skilled Nursing Facility Parking Study RICHARD GARCIA & ASSOCIATES, INC. Page 5   Project's  Location  SW 72ND ST (SUNSET DR) Introduction The objective of this study is to ascertain the parking demand for the subject project. As such, the parking demand for the proposed skilled nursing facility (nursing home) and retail space was calculated using published data from the Institute of Transportation Engineers (ITE) Parking Generation 5th Edition. 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 has an office building that will be demolished as part of the subject project. The proposed redevelopment consists of a skilled nursing facility (nursing home) with 180 beds and 1,735 square feet of retail. Moreover, this project will provide a total of 106 parking spaces within the site. Figure 1 depicts an aerial of the project's location. Figure 2 is the site plan that shows the parking spaces at ground level while Figure 3 depicts the parking spaces at the basement level and second floor. Figure 1: Project Location Map 103 Skilled Nursing Facility Parking Study RICHARD GARCIA & ASSOCIATES, INC. Page 6   Exit Entrance  Service  Driveway  Figure 2: Site Plan & Ground Level Parking 104 Skilled Nursing Facility Parking Study RICHARD GARCIA & ASSOCIATES, INC. Page 7 Figure 3: Basement Level and Second Floor Parking Basement Level Parking Second Floor Parking 105 Skilled Nursing Facility Parking Study RICHARD GARCIA & ASSOCIATES, INC. Page 8 Weekday Weekend Weekday Weekend Nursing Home 620 180 Beds 0.36 0.43 64.80 77.40 Retail 820 1.735 Th.SF. 1.95 2.91 3.38 5.05 68.18 82.45 69 83 Notes: ITE parking rates  obtained from the Institute of Transportation  Engineers  (ITE) Parking Generation, 5th Edition. Total Parking Spaces Total Parking Spaces (Rounded) ITE Parking Rate Land Use ITE Land Use Code (LUC) Units Parking Demand ITE Parking Generation The parking generation analysis was performed using published data from the ITE Parking Generation Manual, 5th Edition. This manual is based on actual parking demand studies submitted to ITE and is typically used by planners, transportation professionals and others to estimate the parking demand of a proposed development. ITE's Land Use 620 (Nursing Home) and Land Use 820 (Retail), as identified by the Institute of Transportation Engineers (ITE) Parking Generation, most closely resembles the subject project. The parking demand for each individual land use was calculated for the weekday and weekend condition. Based on the ITE parking generation analysis, the sum of the parking demand for each individual land use is 69 parking spaces for the weekday condition and 83 parking spaces for the weekend condition. When compared to the 106 parking spaces provided within the site, the subject project is expected to have a surplus of 37 parking spaces during the weekday condition and 23 spaces during the weekend. Table 1 below summarizes the ITE Parking Generation results for both the weekday and weekend condition. Table 1: Weekday & Weekend Parking Demand (ITE Parking Generation) In addition, the time-of-day distribution of parking demand for each land use was calculated using the above results. This additional calculation was performed to determine the peak parking demand for the site as a whole since the proposed land uses will share parking spaces but are not likely to have the peak parking demand at the same time. 106 Skilled Nursing Facility Parking Study RICHARD GARCIA & ASSOCIATES, INC. Page 9 Percent of Peak Parking Demand Parking Demand Percent of Peak Parking Demand Parking Demand Parking Demand Parking Demand (Rounded) 12:00-4:00 AM------ 5:00 AM ------ 6:00 AM 34% 22.03 - - 22.03 23 7:00 AM 41% 26.57 - - 26.57 27 8:00 AM 70% 45.36 15% 0.51 45.87 46 9:00 AM 86% 55.73 32% 1.08 56.81 57 10:00 AM 90% 58.32 54% 1.83 60.15 61 11:00 AM 97% 62.86 71% 2.40 65.26 66 12:00 PM 92% 59.62 99% 3.35 62.97 63 1:00 PM 93% 60.26 100%3.38 63.65 64 2:00 PM 100%64.80 90% 3.04 67.84 68 3:00 PM 71% 46.01 83% 2.81 48.82 49 4:00 PM 51% 33.05 81% 2.74 35.79 36 5:00 PM 52% 33.70 84% 2.84 36.54 37 6:00 PM 32% 20.74 86% 2.91 23.65 24 7:00 PM - - 80% 2.71 2.71 3 8:00 PM - - 63% 2.13 2.13 3 9:00 PM - - 42% 1.42 1.42 2 10:00 PM - - 15% 0.51 0.51 1 11:00 PM------ Notes: Percent of Peak Parking Demand was  obtained from the Institute of Transportation Engineers  (ITE) Parking Generation, 5th Edition.Peak Demand Weekday Peak Parking Demand Total SiteNursing Home RetailTime The time-of-day distribution percentages (hourly) of parking demand were obtained from the ITE Parking Generation Manual, 5th Edition. These percentages allow us to obtain the number of parking spaces needed on an hour-by-hour basis for each land use. The resulting number of parking spaces (hourly) for each land use were added to determine the peak parking demand for the site. Based on this analysis, the subject project will have a peak parking demand of 68 parking spaces for the weekday condition and 82 parking spaces for the weekend condition. Moreover, the peak parking demand will occur at 2:00 PM. Tables 2 and 3 contain the time-of-day distribution of parking demand for the weekday and weekend condition, respectively. Table 2: Time of Day Distribution for Parking Demand (Weekday) 107 Skilled Nursing Facility Parking Study RICHARD GARCIA & ASSOCIATES, INC. Page 10 Percent of Peak Parking Demand Parking Demand Percent of Peak Parking Demand Parking Demand Parking Demand Parking Demand (Rounded) 12:00-4:00 AM------ 5:00 AM ------ 6:00 AM 34% 26.32 - - 26.32 27 7:00 AM 41% 31.73 - - 31.73 32 8:00 AM 70% 54.18 15% 0.76 54.94 55 9:00 AM 86% 66.56 32% 1.62 68.18 69 10:00 AM 90% 69.66 54% 2.73 72.39 73 11:00 AM 97% 75.08 71% 3.58 78.66 79 12:00 PM 92% 71.21 99% 5.00 76.21 77 1:00 PM 93% 71.98 100%5.05 77.03 78 2:00 PM 100%77.40 90% 4.54 81.94 82 3:00 PM 71% 54.95 83% 4.19 59.14 60 4:00 PM 51% 39.47 81% 4.09 43.56 44 5:00 PM 52% 40.25 84% 4.24 44.49 45 6:00 PM 32% 24.77 86% 4.34 29.11 30 7:00 PM - - 80% 4.04 4.04 5 8:00 PM - - 63% 3.18 3.18 4 9:00 PM - - 42% 2.12 2.12 3 10:00 PM - - 15% 0.76 0.76 1 11:00 PM - - - - - - Notes:Peak Demand Percent of Peak Parking Demand was  obtained from the Institute of Transportation Engineers  (ITE) Parking Generation, 5th Edition. * Since the ITE Parking Generation Manual  does  not provide weekend  time of day distribution percentages  for Nursing Home, the percent of weekday peak parking  demand was  utilized to estimate the time of day peak parking demand for the weekend  condition. Time Weekend Peak Parking Demand Nursing Home Retail Total Site * Table 3: Time of Day Distribution for Parking Demand (Weekend) 108 Skilled Nursing Facility Parking Study RICHARD GARCIA & ASSOCIATES, INC. Page 11 Conclusion In conclusion, the ITE Parking Generation analysis revealed that the subject project will have surplus parking spaces within the site during the weekday and weekend condition. Therefore, the 106 parking spaces provided within the site are sufficient to satisfy the projected parking demand for the subject project. 109 ~~&&------- 110 Skilled Nursing Fa ci li t y Parking Stud y Appendix 1: ITE Parking Generation Analysis ~~A,------ RICHARD GARCIA & ASSOCIATES , INC . Appendix -1 - 111 TABLE: Ai ITE Parking Generation Proj ect Name : Ski ll ed Nu rsing Faci lity at 7040 SW 61 Aven ue IT E Park ing Demand Land Use Land Use Units Code (LUC) Weekday Weekday Nurs ing Home 620 180 Beds 0 .36 0.43 64 .80 77.40 Reta il 820 1.735 T h.SF. 1.95 2 .91 3.38 5 .05 Total Par ki ng 68 .18 8 2 .45 Total Pa rki ng Space s (Ro 69 8 3 Not es: [l]ITE parking r ate s obta i ned from the Institute of Tran sportation Engineer s (ITE) Parking Generation, 5th Edition. 112 446 Peak Period Parking Demand vs: Beds On a: Weekday (Monday -Friday) Setting/Location: General Urban/Suburban Peak Period of Parking Demand : 9 :00 a .m. - 3 :00 p.m. Number of Studies : 10 Num . of Beds : 133 Peak Period Parking Demand per Bed Average Rate Range of Rate s 0 .36 0.12 -0.57 Data Plot and Equation 2ao ~ ~ u '" ~ > '0 ~ ~ ~ 100 a. " a. x x '. 100 33rd 1 85th Percentile 0 .22/0.51 x x x 200 X = Nu mbe r of Be ds 95% Confid ence Interval ••• x , ............. 300 Standard De vi ati on (Coeff. of Variation ) 0.15 (42%) '00 x Study Site ---Fitted Curve -----A verage Rate Fitte d Curve Equation: P = O.SO(X) -18 .57 R';: 0 .82 Parking Gen era tion Manu al, 5th Ed iti on H-e: - ---------------------------------- 113 .. --------------------......... Nursing Home (620) Peak Period Parking Demand vs: Beds On a: Sunday Setting/Location: General Urban/Suburban Peak Period of Parking Demand: 9 :00 a.m. -3:00 p.m. Number of Studies: 2 Avg . Num . of Beds: 168 Peak Period Parking Demand per Bed Average Rate Range of Rates 33rd I 85th Perce nt ile 95% Confidence Standard Dev iati on Intervat (Coeff . of Va riation) 0.43 0.34 - 0.5 2 *** , ..... . .. "'."'(*"''') Data Plot and Equation Caution -Small Sample Size 100 r---------------------------------~----------------------------------, x 60 60 x 40 . . . . . , . . . . . . ......... , ........ , ............... . 20 100 200 X = Number of Beds X Study Site - ----Average Rate Fitted Curve Equation: -.. Lan d Us e Descript ions and Data Plots 447 114 Shopping Center -Non-December 820) Peak Period Parking Demand vs: 1000 Sq . Ft. GLA On a: Weekday (Monday -Thursday) Setting/Location : General Urban/Suburban Pea k Pe ri od of Parking Demand : 12 :00 -6:00 p.m . Number of Studi es: 46 Avg . 1000 Sq. Ft. GLA: 2 18 Peak Period Parking Demand per 1000 Sq. Ft. GLA Average Rate Range of Rates 33rd I 85t h Percentile 95% Confidence Interval Standa rd Deviation (Coeff . of Variation) 556 1.95 1.27 -7.98 Da ta Plot and Equation 5000 4 000 ~ ru U E 3000 ru > u ru ~ ro "- "- 200O 1000 x ' , x X Study Site , , , , x ' , , , 1000 , , , , , , , 1.99/3.68 , , , , 2000 , , , X = 1000 Sq . Ft. GLA , ---Fitted Curve Fi tted Curve Equation : P ; 1.49(X) + 100.32 Parking Generation Manual, 5t h Ed iti on , , , , , 1.73-2.17 0 .75 ( 38%) x JOoo - - - --Ave rage Ra te R'; 0 .97 ... -----------------------------... 115 558 Shopping Center -Non-December (820) Peak Period Parking Demand vs : 1000 Sq. Ft. GLA On a : Saturday Setting/Location : General Urban/Suburban Peak Period of Parking Demand : 11 :00 a .m. -5 :00 p .m . Number of Studies : 58 Avg. 1000 Sq . Ft. GLA: 313 Peak Period Parking Demand per 1000 Sq. Ft. GLA - Average Rate Range of Rates 33 rd / 85th Perce ntil e 95% Con fid ence Sta ndard Deviation Interval (Coeff. of Vari at ion ) 2.91 1.15-4.72 2.27/3.74 2 .72-3 .10 0.74 (25%) Data Plot and Equation 200c0 r--------------------~------~-------, ~ v u :.c v > '0 V '" ~10000 " a. X Study Site x 1000 ., x .. · 2000 3000 X = 1000 Sq. Ft. GLA ---Fitted Curve Fitted Curve Equ at ion: P = 2 .78(X) + 39.26 Parking Generation Manu al, 5th Edit ion ·x · 4000 - - ---Average Rate R'= 0 .95 ~-------------------------... 116 TABLE : A2 Time of Day Distribution for Parking Demand (Weekday) Project Name : Skilled Nursing Facility at 7040 SW 61 Avenue Weekday Peak P arki ng Demand Time Nursing Home Reta il Tota l Site Percent of Peak Parking Demand Percent of Peak Park ing Demand Parking Demand Parking Demand Parking Demand Parking Demand (Rounded ) 12 :00-4:00 AM ------ 5:00AM ------ 6 :00AM 34 % 22 .03 --22 .03 23 7 :00AM 41 % 26 .57 -26.57 27 8 :00AM 70 % 45 .36 15% 0 .51 45.87 46 9 :00 AM 86% 55 .73 32 % 1.08 56.81 57 10 :00 AM 90% 58.32 54 % 1.83 60.15 61 11 :00AM 97% 62.86 71 % 2.40 65 .26 66 12 :00 PM 92 % 59 .62 99 % 3.35 62 .97 63 1:00 PM 93 % 60 .26 100% 3.38 63 .65 64 2:00 PM 100% 64 .80 9 0% 3 .04 67 .84 68 3:00 PM 71% 46 .01 83 % 2.81 48 .82 4 9 4 :00 PM 51% 33.05 8 1% 2.74 35 .79 36 5:00 PM 52% 33 .70 84 % 2 .84 36 .54 37 6 :00 PM 32 % 20.74 86% 2 .91 23.65 24 7:00 PM --8 0% 2 .71 2.71 3 8:00 PM --63 % 2 .13 2 .13 3 9:00 PM -42% 1.42 1.42 2 10:00 PM --15 % 0.51 0.51 1 11:00 PM ----- Not es: Percent of Peak Parkin g Dem and w as ob tain ed fro m the Insti tute o f Transportation Engin eers (ITE) Parking Genera tion, 5th Edition. Pe ak De mand 117 TABLE: A3 Time of Day Distribution for Parking Demand (Weekend) Project Name: Skill ed Nursing Facili ty at 70 40 SW 6 1 Avenue Time ~ of Peak·. of Pea k . ::~~~t Demand ParkI ng Dem a nd ::;~~~t . ParkIng Demand 12:00-4 :00 AM ----- 5:00 AM ----- 6:00AM 34 % 26.32 --26.32 7:00AM 4 1% 31.73 --31.73 8:00AM 70% 54 .18 15% 0.76 54.94 9 :00AM 86% 66.56 32% 1.62 68.18 10:00 AM 90% 69.66 54% 2.73 72.39 11:00AM 97% 75.08 71% 3.58 78 .66 12:00 PM 92% 71.2 1 99% 5.00 76.2 1 1:00 PM 93% 71.98 100% 5.05 77.03 2:00 PM 100% 77 .40 90% 4.54 81.94 3:0 0 PM 71% 54.95 83% 4.19 59.14 4:00 PM 5 1% 39 .4 7 81% 4.09 43 .56 5:00 PM 52% 40.25 84% 4.24 44.49 6:00 PM 32% 24.77 86% 4.3 4 29.11 7 :00 PM --80% 4.04 4 .04 8:00 PM --63% 3.18 3.18 9:00 PM --4 2% 2.12 2.12 10 :00 PM --15% 0.76 0.76 11 :00 PM ----- No tes: Percen t of Peak Parking Demand was obtained from the Institute of Transportation Engineers (ITE) Parking Generation , 5th Edition . • Since the ITE Parking Generation Manual does not provide weekend time of day distribution percentages for Nurs ing Home, the percent of weekday peak parking demand was utilized to estimate the time of day peak pa rking demand for the weekend cond it ion . - - 27 32 55 69 73 79 77 78 8 2 60 44 4 5 30 5 4 3 1 - Peak De mand 118 442 Land Use: 620 Nursing Home Description A nursing home is an y facility whose primary function is to provide care for persons who are unable to care for themsel v es . Examples of such facilities include rest homes, chronic care , and convalescent homes . Skilled nurses and nursing aides are present 24 hours a day at these sites . Resi dents often require treatment from a registered healthcare professional for on-going medical issues. A nursing home resident is not capable of operating a vehic le . Parking demand is entirely generated by employees , visitors , and deliveri es . Ass isted living (Land Use 254) and continu ing care retirement commun ity (Land Use 255) are related uses . Time of Day Distribution for Parking Demand The following table presents a time-of-day distribution of parking demand on a weekday at five study sites in a genera l urban/suburban setting . Hour .B.e9lnni!\9 -Percent of Weekday Peak Parking Demand , , -. . . 12 :00-4 :00 a.m. - 5:00 a.m . - 6:00a .m. 34 7:00a.m . 41 8 :00 a .m. 70 9:00 a .m. 86 10 :00 a.rn 90 11 :00 a.rn 97 12 :00 p.rn 92 1:00 p.m . 93 2:00 p.m. 100 3:00 p.m. 71 4:00 p.m . 51 5 :00 p.m . 5 2 6:00 p.m . 32 7:00 p.m. - 8:00 p.m . - 9:00 p.m . - 10 :00 p.m. - 11 :00 p.rn - Parkin g Gen e ration Manual, 5th Edition ......................... ------.. -- 119 554 The following table presents a time-of-day distribution of parking demand during a non-December month on a weekday (18 study sites), a Frida y (seven study sites), and a Saturday (13 study sites). II ~ [0 =-'NiI:lif.1:11; :-' ... " ...;:" , 12 :00-4:00 a.m . --- 5:00 a.m. --- 6:00 a .m. --- 7:00 a.m. --- 8:00 a.m. 15 32 27 9:00 a .m. 32 50 46 10:00 a.m . 54 67 67 11 :00 a.m . 71 80 85 12 :00 p.m . 99 100 95 1:00 p.m. 100 98 100 2 :00 p.m. 90 90 98 3:00 p.m . 83 78 92 4:00 p.m . 81 81 86 5:00 p.m. 84 86 79 6 :00 p.m. 86 84 71 7:00 p.m. 80 79 69 8:00 p.m . 63 70 60 9 :00 p.m. 42 -51 10:00 p.m. 15 -38 11:00 p .m. --- Additional Data The parking demand database includes data from strip, neighborhood , community, town center, and regional shopping centers. Some of the centers conta in non-merchandising facilities , such as office buildings , movie theaters , restaurants , post offices , banks , health clubs , and recreational facilities . Many shopping centers , in addition to the integ rated unit of shops in one building or enclosed around a mall, include outparcels (peripheral buildings or pads lo cated on the perimeter of the center adjacent to the streets and major access po ints). These buildings are typically drive-in banks , retai l stores , restaurants , or small offices . Alth ough the data herein do not indicate which of the centers studied inc luded peripheral buildings, it can be assumed that some of the data show their effect. Parking Generation Manual, 5th Edition ~------------------------------.... 120 Skilled Nursing Facilit y Parking Study Appendix 2 : Site Plan ~~~------ RICHARD GARCIA & ASSOCIATES, INC . Appendix - 2 - 121 I , , I ·"" ______ .. _""' ___ .... __ .-... , ... ___ ... v~ __ ,"" __ • £v~££ 'v'OIl:lOl:J '1~'v'I~ Hinos 3nN3J\'v' IS ~9 MS OvOL 122 E~ ~ :0 o C z CJ r ~ r ." r o o :0 ." r ~~ , 7040 SW 61st AVENUE SOUTH MIAMI , FLORIDA 33143 SW 61ST COURT SW 61ST AVENUE ! ! , , i 123 I • ! i ...,.->~-,..,.....,.-.-... --... -.;---"'......-. ... ,----.... ...,-~.,.. ....... -.--. £v~££ '<Ial~Ol~ 'IVWIW HlnOS 3nN3/Wls~9MS OvaL ________ -l E-Mail: info@beharfont.com4533 Ponce de Leon BoulevardTel: (305) 740-5442 Fax: (305) 740-5443Coral Gables, Florida 33146PROPOSED 180 BED SKILLED NURSINGFACILITY554 W. Main Street Suite 1100Tel: (678) 765-2008 Fax: (678) 765-2008Buford, GA 30518 SUBMITTAL 10-29-20217040 SW 61st AVENUE SOUTH MIAMI, FLORIDA 33143124 S.W. 61ST AVENUE S.W. 61ST COURT STOPDO NOT ENTER DO NOT ENTER 7040 SW 61st AVENUE SOUTH MIAMI, FLORIDA 33143 © 2020 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. 12547DATE: 04-13-2021PROJECT NO: 20-067DRAWING NAME:SHEET NO:PROPOSED 180 BED SKILLED NURSING FACILITY C-3_ PavENGINEER'S CERTIFICATIONLEGENDPAVEMENT MARKING& SIGNAGE PLAN125 S.W. 61ST AVENUE S.W. 61ST COURT 7040 SW 61st AVENUE SOUTH MIAMI, FLORIDA 33143 © 2020 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. 12547DATE: 04-13-2021PROJECT NO: 20-067DRAWING NAME:SHEET NO:PROPOSED 180 BED SKILLED NURSING FACILITY C-3_ PavENGINEER'S CERTIFICATIONLEGENDGARAGE CIRCULATIONPLAN126 SITESITE7040 SW 61st AVENUE SOUTH MIAMI, FLORIDA 33143 © 2020 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. 12547DATE: 04-13-2021PROJECT NO: 20-067DRAWING NAME:SHEET NO:PROPOSED 180 BED SKILLED NURSING FACILITY A-0.1LOCATION MAPSCALE: N.T.S127 SITESITE 7040 SW 61st AVENUESOUTH MIAMI, FLORIDA 33143 © 2020 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 DATE: 04-13-2021 PROJECT NO: 20-067 DRAWING NAME: SHEET NO:PROPOSED 180 BED SKILLED NURSING FACILITYA-0.2 STREET CONTEXT VIEW VIEW 1 SCALE: N.T.S 2 5 1 3 VIEW 2 VIEW 3 VIEW 4 VIEW 5 4 STREET CONTEXT VIEW VIEW 1 SCALE: N.T.S 2 5 1 3 VIEW 2 VIEW 3 VIEW 4 VIEW 5 4 128 SITESITE7040 SW 61st AVENUE SOUTH MIAMI, FLORIDA 33143 © 2020 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. 12547DATE: 04-13-2021PROJECT NO: 20-067DRAWING NAME:SHEET NO:PROPOSED 180 BED SKILLED NURSING FACILITY A-0.3LOCATION MAPSCALE: N.T.S129 7040 SW 61st AVENUE SOUTH MIAMI, FLORIDA 33143 © 2020 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. 12547DATE: 04-13-2021PROJECT NO: 20-067DRAWING NAME:SHEET NO:PROPOSED 180 BED SKILLED NURSING FACILITY A-0.4UNIT MATRIXROOMS PERFLOORPRIVATES. SEMI PRIVATEFLOOR TOTAL3RD FLOOR1524394TH FLOOR1524395TH FLOOR1024346TH FLOOR1024347TH FLOOT102434TOTAL:60120180130 LOADING / TRASH AREA LOBBY RETAIL WALKWAY PASEO / CROSS THRU OPEN PLAZA AREA 2 3 3 3 3 3 2 4 LOBBY SVC ELEV AMBULANCE PARKING DROP OFF ARCADE EXITENTRY ONE WAY DRIVE COVERED PLAZA AREA SW 61ST COURTSW 61ST AVENUE12'-0" @ 8% = 1'-0"RAMP UPRAMP DOWN @ 8%RAMP DOWN @ 16%30'-6"RAMP DOWN @ 5% = 1'-6"FFE. + 0'-0" FFE. + 0'-0" FFE. - 2'- 6 7/8" FFE. - 1'-6" 51'-6" RAMP DOWN @ 5% = 2'-6 7/8" DROP OFF AREA 7040 SW 61st AVENUESOUTH MIAMI, FLORIDA 33143 © 2020 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 DATE: 04-13-2021 PROJECT NO: 20-067 DRAWING NAME: SHEET NO:PROPOSED 180 BED SKILLED NURSING FACILITYA-0.5 LOT COVERAGE: 31,210.5 SF SITE AREA: 35,203 SF TODD MU-5LOT COVERAGE PERCENTAGE PROVIDED 31,210.5 SF / 35,203 SF =0.87% LOT COVERAGE PERCENTAGE REQ.: NO MAX. LOT COVERAGE DIAGRAM 131 2 3 3 3 3 3 2 4 SW 61ST COURTSW 61ST AVENUE12'-0" @ 8% = 1'-0"RAMP UPRAMP DOWN @ 8%RAMP DOWN @ 16%RAMP DOWN @ 5% = 1'-6"FFE. + 0'-0" FFE. + 0'-0" FFE. - 2'- 6 7/8" FFE. - 1'-6" 51'-6" RAMP DOWN @ 5% = 2'-6 7/8" SQUARE FOOTAGES LEVEL GROSS BASEMENT LEVEL 20,052 SQ.FT. GROUND LEVEL 31,210.5 SQ.FT. SECOND LEVEL 30,246.1 SQ.FT. THIRD LEVEL 30,909.4 SQ.FT. FOURTH LEVEL 24,969.7 SQ.FT. FIFTH LEVEL 25,818.6 SQ.FT. SIXTH LEVEL 19,245.6 SQ.FT. SEVENTH LEVEL 26,678.6 SQ.FT. TOTAL 209,130.5 SQ.FT.7040 SW 61st AVENUESOUTH MIAMI, FLORIDA 33143 © 2020 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 DATE: 04-13-2021 PROJECT NO: 20-067 DRAWING NAME: SHEET NO:PROPOSED 180 BED SKILLED NURSING FACILITYA-0.6 SCALE: NTS BASEMENT FLOOR SCALE: NTS GROUND FLOOR SCALE: NTS SECOND FLOOR SCALE: NTS THIRD FLOOR SCALE: NTS FOURTH FLOOR SCALE: NTS FIFTH FLOOR SCALE: NTS SIXTH FLOOR SCALE: NTS SEVENTH FLOOR GROSS AREA: 20,052 SQ.FT. GROSS AREA: 31,210.5 SQ.FT. GROSS AREA: 30,246.1 SQ.FT. GROSS AREA: 25,818.6 SQ.FT. GROSS AREA: 24,969.7 SQ.FT. GROSS AREA: 30,909.4 SQ.FT. GROSS AREA: 19,245.6 SQ.FT. GROSS AREA: 26,678.6 SQ.FT. 132 3313344333233231FFE. - 13'- 4 7/8" FFE. - 9' - 4" FFE. - 10'-10" RAMP DN @ 5% = 1'-6"RAMP DN @ 5% = 1'-6"51'-5"RAMP UP 12'-0" @ 8% = 1'-0"RAMP UP @ - 15.5 %44 PARKING SPACES5'-0"12'-1"11'-0"36'-1"1'-4"27'-2"1'-4"46'-7"8"136'-3"48'-9"29'-5"5'-9"57'-5"7'-4"88'-1"35'-2"2'-6"18'-0"23'-0'18'-0"8"2'-6"27'-0"2'-7"8"23'-0"8"5'-6"8"12'-8"8"8"17'-4"9'-0"1'-5"27'-0"1'-6"27'-0"1'-6"27'-0"17'-10"8"29'-5"9" SETBACK 18'-0"4"8"23'-0"2'-0"27'-0" 1'-6" 27'-0" 2'-0" 27'-0"18'-0"8" 2'-2" SETBACK48'-10"136'-3"29'-5"30'-6"STORAGESTORAGESTORAGE1'-0"9'-0"9'-0"9'-0"9'-0"1'-6"9'-0"9'-0"9'-0"1'-6"9'-0"9'-0"9'-0"9'-0"10'-6"8"7'-9"9'-0"1'-4"9'-0"9'-0"1'-0"8'-8"3'-9"9'-0"3'-11"16'-8"6'-9"1'-4"5'-0"12'-0"9'-0"4'-4" 9'-0"9'-0"9'-0"20'-6"23'-0"18'-0"8"2'-6"9'-0"9'-0"9'-0"2'-7"8"23'-0"8"3'-0"9'-0"1'-5"9'-0"9'-0"9'-0"1'-6"9'-0"9'-0"9'-0"1'-6"9'-0"9'-0"9'-0"18'-0"1'-6"8"18'-0"18'-0"18'-0" 8" 4'-10"18'-0" 1'-6" 9'-0"9'-0"9'-0" 2'-0"8"2'-6"9'-0"9'-0"9'-0"3'-3"9'-0"9'-0"12'-6"9'-0"3'-0"8"4'-0"9'-0"12'-0"5'-0" 40'-10"18'-0"8"23'-0"18'-0"4"8"8"3'-0"1'-0"3'-1" 8"14'-4"8" 8"14'-4"8"8"12'-8"8"8"7040 SW 61st AVENUE SOUTH MIAMI, FLORIDA 33143 © 2020 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. 12547DATE: 04-13-2021PROJECT NO: 20-067DRAWING NAME:SHEET NO:PROPOSED 180 BED SKILLED NURSING FACILITY A-1.01/8" = 1'-0"BASEMENT LEVEL FLOOR PLAN133 9'-0"2 3 3 3 3 3 2 4 LOBBY SVC ELEV SW 61ST COURTSW 61ST AVENUE12'-0" @ 8% = 1'-0"RAMP UPRAMP DOWN @ 8%RAMP DOWN @ 16%30'-6"RAMP DOWN @ 5% = 1'-6"FFE. + 0'-0" FFE. + 0'-0" FFE. - 2'- 6 7/8" FFE. - 1'-6" 51'-5" RAMP DOWN @ 5% = 2'-6 7/8" 10'-2"10'-0"6'-2"5'-9"3'-0"6'-8"12'-0"3'-11"15'-0"9" SETBACK8"1'-0"18'-0"23'-0"2'-0"27'-0"2'-6"12'-0"5'-0"3'-9"16'-5"18'-6"2'-2"6'-5"10'-2" 8" 32'-11"8"7'-8"8"10'-2"8" 3'-10"23'-0"18'-0" 8" 1'-1"27'-0" 4'-2" 8"23'-0"8"38'-5"7"10'-0"6'-2"12'-8"38'-2"9"8"6'-0"8"15'-0"8"60'-7"8"14'-0"8"5'-9"15'-0"29'-0"8"15'-0"8'-6"11'-3"37'-3"54'-5"3'-10"3'-5" 1'-0" 9'-0"9'-0"9'-0"9'-0" 1'-6" 9'-0"9'-0"9'-0" 1'-6" 9'-0"9'-0"9'-0"5'-0" 8" 12'-6" 6" 20'-4" 8" 9'-0"9'-0"9'-0" 9'-0"9'-0"9'-0" 47'-0"24'-0"25'-0"9'-0"18'-0"18'-0"8"18'-0"23'-0"18'-0"4"8"8"21'-6"8"30'-11"8"20'-0"8"17'-4"8"5'-9"10'-2"15'-0"9'-0"9'-0"1'-0"13'-0"10'-0"9"18'-0"4'-1"2'-7" LOBBY LOADING / TRASH AREA LOBBY RETAIL WALKWAY PASEO / CROSS THRU AMBULANCE PARKING ARCADE EXITENTRY ONE WAY DRIVE 23 PARKING SPACES AREA: 1,735 SQ.FT. TOTAL PLAZA AREA 5,072.6 SQ. FT. DROP OFF AREA ARCADE 10 - BICYCLE RACK AREA: 345.8 SQ.FT. AREA: 2,022.2 SQ.FT.13'-3"23'-0"9'-0"12'-0"12'-0"9'-0"6'-4"204'-6" 18'-7" BENCH10'-2"PLANTER 9'-0"PLANTER BENCH PLANTER BENCH PLANTER PLANTER 7040 SW 61st AVENUESOUTH MIAMI, FLORIDA 33143 © 2020 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 DATE: 04-13-2021 PROJECT NO: 20-067 DRAWING NAME: SHEET NO:PROPOSED 180 BED SKILLED NURSING FACILITYA-1.11/8" = 1'-0" GROUND LEVEL FLOOR PLAN 134 OFFICE FACILITY AREA RAMP DOWN 59'-6 @ 5% = 2'-11 11/16"39 PARKING SPACES332342323323OFFICE AREA #1RAMP DOWN @ 8%RAMP DOWN 51'-5" @ 5% = 2'-6 7/8"12'-0" @ 8% = 1'-0" RAMP DOWN 40'-1"FFE. + 14'-0" 59'-6" RAMP DN @ 16% = 6'-4 15/16"51'-5"FFE. + 11'-0 5/16 " FFE. + 8'-4 15/16" 2"10'-2"194'-4"10'-0"8"60'-0"8"8'-8"1'-0"36'-0"1'-6"27'-0"1'-6"27'-0"18'-0"8"30'-4"8"5'-9"6'-11"120'-11"7"15'-8"35'-2"8"41'-3"8"18'-0"23'-0"18'-0"8"2'-6"2'-7"8"23'-0"8"5'-6"8"41'-5"8"4"4"8"9" SETBACK4"18'-0"23'-0"27'-0"18'-0"8" 2'-2" SETBACK 4"8"18'-0"24'-0"18'-0"1'-11" 8" 1'-11"18'-0"27'-0"18'-0"8"8"47'-3"8"18'-0"41'-0"8"2'-6"27'-0"2'-7"8"23'-0"18'-0"1'-6"8"28'-1"8"4"4"AREA : 4,498.1 SQ.FT.AREA : 5,603.4 SQ.FT.331'-0"9'-0"9'-0"9'-0"9'-0"1'-6"9'-0"9'-0"9'-0"1'-6"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"2'-2"9'-0"9'-0"9'-0"1'-6"9'-0"9'-0"9'-0"1'-6"9'-0"9'-0"9'-0"2'-0"9'-0"9'-0"9'-0"1'-6"9'-0"9'-0"9'-0"2'-0"18'-0"8"2'-6"9'-0"9'-0"9'-0"2'-7"8"18'-0" 19'-0"9'-0"12'-0"5'-0"10" 1'-0"9'-0"9'-0"14'-0" 8"138'-0"8"7'-0"9"3'-0" 3'-0"1'-0"9'-0"9'-0"5'-5"3'-8"4'-2"6'-0"9'-0"9'-0"9'-0"23'-0"12'-0"8'-9" 7040 SW 61st AVENUE SOUTH MIAMI, FLORIDA 33143 © 2020 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. 12547DATE: 04-13-2021PROJECT NO: 20-067DRAWING NAME:SHEET NO:PROPOSED 180 BED SKILLED NURSING FACILITY A-1.21/8" = 1'-0"SECOND LEVEL FLOOR PLAN135 PPPPPPPPPPPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPPPPTERRACETERRACE19'-7"23'-7"59'-6"23'-5"18'-10"3'-0"11"8"22'-9"8'-6"23'-7"8"9'-2"8'-6" 8'-6"8'-6"8'-6"8'-2"5'-9" SETBACK 2'-2" 24'-0" 8" SETBACK 0" SETBACK2" SETBACKSPSPSPSPSPSP8'-6"P7040 SW 61st AVENUE SOUTH MIAMI, FLORIDA 33143 © 2020 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. 12547DATE: 04-13-2021PROJECT NO: 20-067DRAWING NAME:SHEET NO:PROPOSED 180 BED SKILLED NURSING FACILITY A-1.31/8" = 1'-0"THIRD LEVEL FLOOR PLANROOM SCHEDULETYPE OF UNITSUNITS PER FLOORPRIVATE15S. SEMI PRIVATE24TOTAL39136 PPPPPPPPPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPPPPPPPPPPPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPPPP19'-7"23'-7"42'-6"23'-5"24'-0" 5'-2"11"8"22'-9"8'-6"9'-2"23'-7"8"8'-6"8'-6" 8'-6"8'-6"8'-2"5'-9" SETBACK 24'-0" 8" SETBACK 0" SETBACK2" SETBACKSPSP8'-6"8'-6"SPSPSPSPP148'-3"7040 SW 61st AVENUE SOUTH MIAMI, FLORIDA 33143 © 2020 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. 12547DATE: 04-13-2021PROJECT NO: 20-067DRAWING NAME:SHEET NO:PROPOSED 180 BED SKILLED NURSING FACILITY A-1.41/8" = 1'-0"FOURTH LEVEL FLOOR PLANROOM SCHEDULETYPE OF UNITSUNITS PER FLOORPRIVATE15S. SEMI PRIVATE24TOTAL39137 PPPPPPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPPPPSPSPPTERRACETERRACE19'-7"23'-7"42'-5"23'-5"24'-0"8"19'-4"23'-5"8'-6"110'-5"19'-4"8"23'-5"8'-6"8'-6"8'-1"5'-9" SETBACK 5'-2" SETBACK 20'-0" SETBACK20'-2" SETBACK3"8'-0"8'-0"8'-1"9" SETBACK 13'-7"8'-6"SPSPSPSP8'-6"8'-6" 7040 SW 61st AVENUE SOUTH MIAMI, FLORIDA 33143 © 2020 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. 12547DATE: 04-13-2021PROJECT NO: 20-067DRAWING NAME:SHEET NO:PROPOSED 180 BED SKILLED NURSING FACILITY A-1.51/8" = 1'-0"FIFTH LEVEL FLOOR PLANROOM SCHEDULETYPE OF UNITSUNITS PER FLOORPRIVATE10S. SEMI PRIVATE24TOTAL34138 PPPPPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPPPPSPSPP19'-7"23'-5"20'-3"11'-6"98'-11"20'-0"23'-5"8'-1"5'-2" SETBACK 20'-0" SETBACK23'-7"42'-5"24'-0"23'-5"8'-6"5'-9" SETBACK 24'-0"20'-2" SETBACK9" SETBACK8'-6"SPSPSPSPP8'-6"8'-6"8'-1"8'-0"7040 SW 61st AVENUE SOUTH MIAMI, FLORIDA 33143 © 2020 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. 12547DATE: 04-13-2021PROJECT NO: 20-067DRAWING NAME:SHEET NO:PROPOSED 180 BED SKILLED NURSING FACILITY A-1.61/8" = 1'-0"SIXTH LEVEL FLOOR PLANROOM SCHEDULETYPE OF UNITSUNITS PER FLOORPRIVATE10S. SEMI PRIVATE24TOTAL34139 PPPPPPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPPPSPSPPTERRACETERRACETERRACETERRACE18'-2"23'-5"10'-0"10'-0"108'-2"9'-4"23'-5"8'-6"8'-1"5'-10" SETBACK 20'-0" SETBACK23'-7"42'-5"18'-2"8"23'-5"9'-3"8'-6" 6'-5" SETBACK 5'-2" 19'-10"20'-2" SETBACK1'-5" SETBACK8'-6"8"10'-0"8'-0"8'-1"8'-0"8'-6"8'-6"SPSPSPSPP8"9" 7040 SW 61st AVENUE SOUTH MIAMI, FLORIDA 33143 © 2020 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. 12547DATE: 04-13-2021PROJECT NO: 20-067DRAWING NAME:SHEET NO:PROPOSED 180 BED SKILLED NURSING FACILITY A-1.71/8" = 1'-0"SEVENTH LEVEL FLOOR PLANROOM SCHEDULETYPE OF UNITSUNITS PER FLOORPRIVATE10S. SEMI PRIVATE24TOTAL34140 OPEN TO BELOWSTAIR10'-2"43'-1"6"8'-6"11'-6"44'-9"33'-6"29'-3"6"32'-3"8"10'-0"8"5'-2"143'-5"9" 41'-1"8"5'-2"6"59'-5"6"41'-3"8"9"5'-0" SCREENINGWALL128'-6"TERRACEAT 5THFLOORLEVELTERRACEAT 5THFLOORLEVELSLAB @ 2NDLEVELSLAB @2NDLEVELROOF ACCESSLEVEL7040 SW 61st AVENUE SOUTH MIAMI, FLORIDA 33143 © 2020 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. 12547DATE: 04-13-2021PROJECT NO: 20-067DRAWING NAME:SHEET NO:PROPOSED 180 BED SKILLED NURSING FACILITY A-1.81/8" = 1'-0"ROOF PLAN141 14'-0"14'-0"12'-0"12'-0"12'-0"12'-0"12'-0"4'-2"88'-0"GROUND LEVEL EL.+0'-0" ROOF LEVEL EL.+88'-0" SECOND LEVEL EL.+14'-0" THIRD LEVEL EL.+28'-0" FOURTH LEVEL EL.+40'-0" FIFTH LEVEL EL.+52'-0" SIXTH LEVEL EL.+64'-0" SEVENTH LEVEL EL.+76'-0"27'-4"12'-6"PROPERTY LINEPROPERTY LINE5'-0"SMOOTH STUCCO FINISH IMPACT RESISTANT GLAZING SYSTEM WITH LIGHT GRAY TINT (TYP.) SMOOTH STUCCO FINISH SMOOTH STUCCO FINISH IMPACT RESISTANT GLAZING SYSTEM WITH LIGHT GRAY TINT (TYP.) SMOOTH STUCCO FINISH SMOOTH STUCCO FINISH ROLL UP DOOR GARAGE SMOOTH STUCCO FINISH IMPACT RESISTANT GLAZING SYSTEM WITH LIGHT GRAY TINT (TYP.) IMPACT RESISTANT GLAZING SYSTEM WITH LIGHT GRAY TINT (TYP.) SMOOTH STUCCO FINISH IMPACT RESISTANT GLAZING SYSTEM WITH LIGHT GRAY TINT (TYP.) IMPACT RESISTANT GLAZING SYSTEM WITH LIGHT GRAY TINT (TYP.) SMOOTH STUCCO FINISH SMOOTH STUCCO FINISH SMOOTH STUCCO FINISH SMOOTH STUCCO FINISH SMOOTH STUCCO FINISH 5'-0" HEIGHT SCREENING 7040 SW 61st AVENUESOUTH MIAMI, FLORIDA 33143 © 2020 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 DATE: 04-13-2021 PROJECT NO: 20-067 DRAWING NAME: SHEET NO:PROPOSED 180 BED SKILLED NURSING FACILITYA-2.0 1/8" = 1'-0" WEST ELEVATION (PRIMARY FRONT) 142 PROPERTY LINEPROPERTY LINE14'-0"14'-0"12'-0"12'-0"12'-0"12'-0"12'-0"88'-0"GROUND LEVEL EL.+0'-0" ROOF LEVEL EL.+88'-0" SECOND LEVEL EL.+14'-0" THIRD LEVEL EL.+28'-0" FOURTH LEVEL EL.+40'-0" FIFTH LEVEL EL.+52'-0" SIXTH LEVEL EL.+64'-0" SEVENTH LEVEL EL.+76'-0"5'-0"SMOOTH STUCCO FINISH IMPACT RESISTANT GLAZING SYSTEM WITH LIGHT GRAY TINT (TYP.) SMOOTH STUCCO FINISH SMOOTH STUCCO FINISH IMPACT RESISTANT GLAZING SYSTEM WITH LIGHT GRAY TINT (TYP.) SMOOTH STUCCO FINISH SMOOTH STUCCO FINISH IMPACT RESISTANT GLAZING SYSTEM WITH LIGHT GRAY TINT (TYP.) IMPACT RESISTANT GLAZING SYSTEM WITH LIGHT GRAY TINT (TYP.) SMOOTH STUCCO FINISH IMPACT RESISTANT GLAZING SYSTEM WITH LIGHT GRAY TINT (TYP.) IMPACT RESISTANT GLAZING SYSTEM WITH LIGHT GRAY TINT (TYP.) SMOOTH STUCCO FINISH SMOOTH STUCCO FINISH SMOOTH STUCCO FINISH SMOOTH STUCCO FINISH SMOOTH STUCCO FINISH IMPACT RESISTANT GLAZING SYSTEM WITH LIGHT GRAY TINT (TYP.) SMOOTH STUCCO FINISH SMOOTH STUCCO FINISH SMOOTH STUCCO FINISH5'-0" HEIGHT SCREENING 7040 SW 61st AVENUESOUTH MIAMI, FLORIDA 33143 © 2020 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 DATE: 04-13-2021 PROJECT NO: 20-067 DRAWING NAME: SHEET NO:PROPOSED 180 BED SKILLED NURSING FACILITYA-2.1 1/8" = 1'-0" EAST ELEVATION (SECONDARY FRONT) 143 PROPERTY LINEPROPERTY LINE14'-0"14'-0"12'-0"12'-0"12'-0"12'-0"12'-0"88'-0"GROUND LEVEL EL.+0'-0" ROOF LEVEL EL.+88'-0" SECOND LEVEL EL.+14'-0" THIRD LEVEL EL.+28'-0" FOURTH LEVEL EL.+40'-0" FIFTH LEVEL EL.+52'-0" SIXTH LEVEL EL.+64'-0" SEVENTH LEVEL EL.+76'-0"5'-0"IMPACT RESISTANT GLAZING WINDOW SYSTEM WITH LIGHT GRAY TINT (TYP.) SMOOTH STUCCO FINISH IMPACT RESISTANT GLAZING WINDOW SYSTEM WITH LIGHT GRAY TINT (TYP.) SMOOTH STUCCO FINISH STUCCO SCORING SMOOTH STUCCO FINISH STUCCO SCORING SMOOTH STUCCO FINISH IMPACT RESISTANT GLAZING WINDOW SYSTEM WITH LIGHT GRAY TINT (TYP.) SCORE LINE SMOOTH STUCCO FINISH HORIZONTAL ALUMINUM RAILING SCORE LINE SMOOTH STUCCO FINISH SMOOTH STUCCO FINISH SMOOTH STUCCO FINISH 5'-0" HEIGHT SCREENING 7040 SW 61st AVENUESOUTH MIAMI, FLORIDA 33143 © 2020 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 DATE: 04-13-2021 PROJECT NO: 20-067 DRAWING NAME: SHEET NO:PROPOSED 180 BED SKILLED NURSING FACILITYA-2.2 1/8" = 1'-0" NORTH ELEVATION (SIDE) 144 PROPERTY LINEPROPERTY LINE14'-0"14'-0"12'-0"12'-0"12'-0"12'-0"12'-0"88'-0"GROUND LEVEL EL.+0'-0" ROOF LEVEL EL.+88'-0" SECOND LEVEL EL.+14'-0" THIRD LEVEL EL.+28'-0" FOURTH LEVEL EL.+40'-0" FIFTH LEVEL EL.+52'-0" SIXTH LEVEL EL.+64'-0" SEVENTH LEVEL EL.+76'-0"24'-8"12'-6"5'-0"IMPACT RESISTANT GLAZING WINDOW SYSTEM WITH LIGHT GRAY TINT (TYP.) SMOOTH STUCCO FINISH IMPACT RESISTANT GLAZING WINDOW SYSTEM WITH LIGHT GRAY TINT (TYP.) SMOOTH STUCCO FINISH STUCCO SCORING SMOOTH STUCCO FINISH STUCCO SCORING SMOOTH STUCCO FINISH IMPACT RESISTANT GLAZING WINDOW SYSTEM WITH LIGHT GRAY TINT (TYP.) SCORE LINE SMOOTH STUCCO FINISH HORIZONTAL ALUMINUM RAILING SCORE LINE SMOOTH STUCCO FINISH SCORE LINE IMPACT RESISTANT GLAZING SYSTEM WITH LIGHT GRAY TINT (TYP.) SMOOTH STUCCO FINISH IMPACT RESISTANT GLAZING SYSTEM WITH LIGHT GRAY TINT (TYP.) SMOOTH STUCCO FINISH IMPACT RESISTANT GLAZING SYSTEM WITH LIGHT GRAY TINT (TYP.) SMOOTH STUCCO FINISH SMOOTH STUCCO FINISH 5'-0" HEIGHT SCREENING 7040 SW 61st AVENUESOUTH MIAMI, FLORIDA 33143 © 2020 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 DATE: 04-13-2021 PROJECT NO: 20-067 DRAWING NAME: SHEET NO:PROPOSED 180 BED SKILLED NURSING FACILITYA-2.3 1/8" = 1'-0" SOUTH ELEVATION (SIDE) 145 PROPERTY LINEPROPERTY LINEGROUND LEVEL EL.+0'-0" ROOF LEVEL EL.+88'-0" SECOND LEVEL EL.+14'-0" THIRD LEVEL EL.+28'-0" FOURTH LEVEL EL.+40'-0" FIFTH LEVEL EL.+52'-0" SIXTH LEVEL EL.+64'-0" SEVENTH LEVEL EL.+76'-0"14'-0"14'-0"12'-0"12'-0"12'-0"12'-0"12'-0"LOBBY RETAIL 2 LEVEL PARKING 39 P.S. GROUND LEVEL PARKING 23 P.S. BASEMENT LEVEL PARKING 44 P.S. OFFICE OFFICE SKILLED NURSING FACILITY ARCADE ARCADE 9'-4"SKILLED NURSING FACILITY SKILLED NURSING FACILITY SKILLED NURSING FACILITY SKILLED NURSING FACILITY5'-0"9'-0"5'-0"5'-0"7040 SW 61st AVENUESOUTH MIAMI, FLORIDA 33143 © 2020 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 DATE: 04-13-2021 PROJECT NO: 20-067 DRAWING NAME: SHEET NO:PROPOSED 180 BED SKILLED NURSING FACILITYA-3.0 SCALE: N.T.S. SCHEMATIC SECTION 146 7040 SW 61st AVENUE SOUTH MIAMI, FLORIDA 33143 © 2020 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. 12547DATE: 04-13-2021PROJECT NO: 20-067DRAWING NAME:SHEET NO:PROPOSED 180 BED SKILLED NURSING FACILITY R-1NTS.RENDERING147 7040 SW 61st AVENUESOUTH MIAMI, FLORIDA 33143 © 2020 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 DATE: 04-13-2021 PROJECT NO: 20-067 DRAWING NAME: SHEET NO:PROPOSED 180 BED SKILLED NURSING FACILITYR-2 NTS. RENDERING 148 7040 SW 61st AVENUESOUTH MIAMI, FLORIDA 33143 © 2020 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 DATE: 04-13-2021 PROJECT NO: 20-067 DRAWING NAME: SHEET NO:PROPOSED 180 BED SKILLED NURSING FACILITYR-3 NTS. RENDERING 149 • ' .. "'-, ....... .......... - II • • II II II AREA 3: 13'-4" CLEAR HEIGHT - AREA 1,034 SQ. FT. AREA 2: 27'-4" CLEAR HEIGHT - AREA 860.4 SQ. FT. AREA 1: OPEN TO SKY - AREA 3,178.2 SQ. FT. TOTAL PLAZA AREA 5,072.6 SQ. FT. 10 - BICYCLE RACK BENCH PLANTER BENCH PLANTER BENCH 7040 SW 61st AVENUESOUTH MIAMI, FLORIDA 33143 © 2020 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 DATE: 04-13-2021 PROJECT NO: 20-067 DRAWING NAME: SHEET NO:PROPOSED 180 BED SKILLED NURSING FACILITYR-4 150 DNUP TRASH COMPACTOR MAIN ELECT. SWITCHGEAR M/E SERV. ELEV. ELEV. ELEV. FPL I.T. FACILITY OFFICE AREA SW ST COURTSW ST AVENUE7.5' RADIUS%ENCH '5'5'CLCLSIDEWAL.SIDEWAL.SIDEWAL.SIDEWAL.SIDEWAL.SIDEWAL.SIDEWAL.CG  HA  IA 5 L-  MF  P;  CC  P;  CC 5 PR  -I  TF 5 CES  CD  PD  SA 7 NE 5 P;  SD  SD  ED  HA  CG 5 HA  CG  SD 5 MTE;T LAWN  %EDS 7 %EDS CG 5 HA  %ENCH %. NR. VKUXEV DOORZHG [  NR. RI QDWLYH VKUXEV UHTXLUHG A. NR. WUHHV UHTXLUHG [  NR. RI VKUXEV DOORZHG SHRU%S A  D  F BBBBBB TRWDO TUHHV G. TRWDO TUHHV RHTXLUHG F. SWUHHW WUHHV ORFDWHG GLUHFWO\ EHQHDWK SRZHU OLQHV PD[LPXP DYHUDJH VSDFLQJ RI 5' R.F. BBBBBBB OLQHDU IHHW DORQJ VWUHHW / 5 BBBBBBBBB OLQHDU IHHW DORQJ SW. SW CRXUW / ' D. 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MD[LPXP ODZQ DUHD VRG SHUPLWWHG BBBBBB  [ BBBBBBBBBV.I. LAWN AREA CALCULATION 5 55  E.  NDWLYHV RHTXLUHG NR. WUHHV SURYLGHG [ 5 55 ' HT. ; 5' SPR.  CDO. CRFFRORED GLYHUVLIORUD PIGEON PLUM F.G. ' HT. ; ' SPR.  CDO. F.G. DESCRIPTION4UAN.SYM%OL PROPOSED MATERIAL SHRU%S AND GROUNDCOVERS DESCRIPTION4UAN.SYM%OL PROPOSED MATERIAL TREES DENOTES NATIVE SPECIES LANDSCAPE LIST ST. AUGUSTINE GRASS SWHQRWDSKUXP VHFXQGDWXP 'FORUDWDP'SOLID EVEN SODLAWNAV RHTXLUHG CD 7 GAL. ' O.A. HT. CAT PALM CKDPDHGRUHD FDWDUDFWDUXPCC  GAL.  FULL ' HT. ; ' SPR.-DWURSKD LQWHJHUULPD -ATROPHA TREE -I  DWARF PHILODENDRON PKLORGHQGURQ [DQDGXP; GAL.  HT. ; 5 SPR. /  O.C.  TULSVDFXP IORULGDQD DWARF FA.AHATCHEE GRASS  GAL. TF  HT. ;  SPR. /  O.C.5 ED MF 5 ' HT. ; ' SPR.  CDO. F.G. >STREET TREES@ M\UFLDQWKLV IUDJUDQV SIMPSON'S STOPPER -APANESE %LUE%ERRY EODHRFDUSXV GHFLSLHQV DAR. GREEN SNA.E PLANT SDQVHYHULD WULIDFLDWD SD  HT. ;  SPR. /  O.C.  GAL.75  HT. ;  SPR. /  O.C.  GAL. NHSKUROHSLV H[DOWDWD 5 HT. ; 5 SPR. / 5 O.C.NE %OSTON FERN  GAL. FULL5 LLJXVWUXP MDSRQLFXP -APANESE PRIVET F.G.' HT. ; ' SPR.  D%H. 7 HLELVFXV 'AQGHUVRQ CUHSH' ANDERSON CREPE HI%ISCUS HA 5 GAL. ' HT. O.A. STANDARD F.G. DOU%LE TRUN.PYGMY DATE PALM PKRHQL[ URHEHOHQLL 5' O.A. HT.PR PRGRFDUSXV PDFURSK\OOXV 'PULQJOHV DZDUI' PODOCARPUS PRINGLES DWARF PD  GAL. 5 HT. ; 5 SPR. / 5 O.C. ' HT. ; 5' SPR.  CDO. CRQRFDUSXV HUHFWXV 'VHULFHXV' SILVER %UTTONWOOD F.G. CES IOH[ [ DWWHQXDWD 'EDVW PDODWND' EDJOHVWRQ EAGLESTON EAST PALAT.A HOLLY ' HT. ; ' SPR.  CDO. F.G.>STREET TREES@ IA L- >LOT TREES@ >LOT TREES@ >LOT TREES@ COXVLD JXWWLIHUD SMALL LEAF CLUSIA CG   GAL.  HT. ;  SPR. /  O.C. GREEN SCHEFFLERA SFKHIIOHUD DUERULFRODSA7 NORTH SFDOH  ' LANDSCAPE PLAN DUDZLQJ LDQGVFDSH PODQ DDWH // SFDOH SHH LHIW DUDZQ E\ MAV SKHHW NR. L CDG IG. 7SW ST AVENUESOUTH MIAMI FLORIDA LANDSCAPE PLAN=??CRPPHUFLDO?7 SW ST AVE ?LDQGVFDSH?..?L.GZJ OFW 7 7 VRXWK VW DYHQXH KROO\ZRRG IORULGDSKRQH 5.. IDFVLPLOH 5..ZZZ.ZLWNLQGHVLJQ.FRPSHDO LLF.  LA MHPEHU A.S.L.A.PURMHFWRHYLVLRQV%\DDWH ©2020 WITKIN HULTS + PARTNERS THE DESIGN AND DRAWINGS HEREIN ARE THE INTELLECTUAL PROPERTY OF THIS LANDSCAPE ARCHITECT AND ARE PROTECTED UNDER THE COPYRIGHT PROTECTION ACT 151 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 EQU A 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. L-2LANDSCAPE DETAILSDrawing: Landscape Plan Date: 06/03/2021 Scale: See Left Drawn by: MAV Sheet No.: Cad Id.: 2021-0467040SW 61ST AVENUESOUTH MIAMI, FLORIDA 33143Z:\2021\Commercial\7040 SW 61ST AVE 2021-046\Landscape\2021.10.06\L-1.dwg Oct 07, 2021307 south 21st avenue hollywood, floridaphone: 954.923.9681 facsimile: 954.923.9689www.witkindesign.comSeal: Lic. # LA0000889 Member: A.S.L.A.Project:Revisions:By:Date: ©2020 WITKIN HULTS + PARTNERS THE DESIGN AND DRAWINGS HEREIN ARE THE INTELLECTUAL PROPERTY OF THIS LANDSCAPE ARCHITECT AND ARE PROTECTED UNDER THE COPYRIGHT PROTECTION ACT 152 S W 6 1 s t C O U R TS W 6 1 s t A V E N U ELOT - 7 BLOCK - 2 LOT - 5 BLOCK - 2 LOT - 4 BLOCK - 2 LOT - 10 BLOCK - 2 LOT - 9 BLOCK - 2 LOT - 8 BLOCK - 2 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X WX(A) LOT - 6 BLOCK - 2 (A) (A) (A) 1 2 3 20 21 18 19 17 16 15 14 13 12 7 8 6 11 10 9 5 4 SYMBOL LEGEND #Tree to Remove 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. NORTH Scale: 1"=10'-0" TREE DISPOSITION PLAN Drawing: Tree Disposition Plan Date: 08/03/2021 Scale: See Left Drawn by: BD Sheet No.: TD-1 Cad Id.: 2021-0467040 SW 61ST AVENUESOUTH MIAMI, FLORIDA 33143TREE DISPOSITION PLANZ:\2021\Commercial\7040 SW 61ST AVE 2021-046\Tree Disposition\2021.10.07\TD-1.dwg Oct 07, 2021307 south 21st avenue hollywood, floridaphone: 954.923.9681 facsimile: 954.923.9689www.witkindesign.comSeal: Lic. # LA0000889 Member: A.S.L.A.Project:Revisions:By:Date: ©2020 WITKIN HULTS + PARTNERS THE DESIGN AND DRAWINGS HEREIN ARE THE INTELLECTUAL PROPERTY OF THIS LANDSCAPE ARCHITECT AND ARE PROTECTED UNDER THE COPYRIGHT PROTECTION ACT 153 1 CITY OF SOUTH MIAMI PLANNING BOARD Regular Meeting Minutes Excerpt Tuesday, November 9, 2021 CITY COMMISSION CHAMBERS 07:00 P.M. The City of South Miami Code of Ordinances, Section 8A -5, requires that all lobbyists, as defined in that section, must register with the City Clerk before engaging in any lobbying activities and in most cases pay an annual fee of $500.00 and an additional $100 for each additional issue. This applies to all persons who are retained with or without compensation to influence any action, decision, recommendation of someone with the city, including the city manager, city attorney, department heads, city personnel, or members of the city commission or members of any city board, concerning a matter that could foresee ably be address by the city commission or a city board. There are some exceptions and exemptions. The following are not considered to be lobbyist: a representative of a principal at a quasi-judicial hearing, experts who present scientific or technical in formation at public meetings, representatives of a neighborhood association without compensation and representatives of a not-for-profit community based organization for the purpose of requesting a grant who seek to influence without special compensation. Individuals who wish to view or listen to the meeting in its entirety, audio and video versions of the meeting can be found on the city’s website (www.southmiamifl.gov). I. Call to Order Action: Mr. Miller called the meeting to order at 7:00 P.M. Mr. Pepe provided the Board and public with the rules for the meeting. II. Roll Call Board Members Present Constituting a Quorum: Mr. Jay Miller (Vice-Chairperson), Mr. Orlando Borges, Mr. Lee Jacobs, Mr. Subrata Basu, Mrs. Michelle Readon, and Ms. Guirla H. Dodard. Board Members Absent: Ms. Lisa Bonich (Chairperson). City Staff Present: Ms. Jane Tompkins (Planning Director), and Mr. Marcus Lightfoot (Senior Planner/Zoning Administrator). City Staff Absent: None. City Attorney: Mr. Thomas Pepe. III. Administrative Matters None at this Time 154 2 IV. Public Hearings: Mr. Miller stated that the Board will hold one (1) presentation for PB-21-015 and PB-016 but will vote on each item separately. 1. PB-21-015 Applicant: Waterstone Capital Operations, LLC A Resolution relating to a Variance application to reduce the number of parking spaces required for a mixed-use building containing a Skilled Nursing Facility and retail space on 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. 2. PB-21-016 Applicant: Waterstone Capital Operations, LLC 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. Applicant: Waterstone Capital Operations, LLC, represented by Ms. Ines Marrero, Esq. (Attorney) Mr. Miller read both PB‐21-015 and PB-21-016 into the record. Ms. Tompkins presented both items to the Board. Mr. Pepe swore in all the applicant representatives who will testified on the items. Ms. Marrero presented the project to the Board. Mr. Miller asked what the differences were between a skilled nursing facility and a senior living facility. Ms. Marrero responded that the residents in a skilled nursing facility are patients. They must be referred to the facility by a physician. Mr. Miller asked if patients will eventually be sent home, to which Ms. Marrero stated that it would vary from patient to patient. Depending on the care needed, they may be sent home or transferred to another facility. Mr. Miller asked about the number of people that will be employed by the facility, to which Ms. Marrero stated that she didn’t have that information. Mr. Miller asked what was previously on the property, to what Ms. Marrero stated that the property had a small office building, and the abutting property is vacant. Mr. Miller stated that the reason why they are asking for the parking Variance is because the residents won’t be using the parking and the employees and visitors won’t be a burden on the parking spaces that will be provided. He then asked if the applicant has done any calculations to 155 3 support his statement, to which Ms. Marrero stated yes. The calculation comes from the 5th Edition of the ITE Parking Generation Manual and states that a nursing home with 180 beds would generate approximately 83 parking spaces. Mr. Miller then stated that the property is in the Transit Oriented Development District (TODD) and is located near the South Miami Metro Rail. He then asked the Metro Rail garage was public parking or solely for the Metro Rail. Ms. Tompkins responded that monthly parking passes for the Metro Rail are sold by Miami-Dade County. Mr. Borges asked if the owners of the business have similar facilities elsewhere in Florida. Ms. Marrero stated that the owner has a joint venture with an operator who has other facilities including one in the Aventura area. Mr. Borges then asked about their length of operation, to which Ms. Marrero stated that they have been in operation for 5-6 years. Mr. Borges then asked if they have any affiliations with Larkin Hospital, to which Ms. Marrero stated no. Mr. Borges then congratulated the applicant on an excellent job. Ms. Dodard stated that she had questions similar to Mr. Borges regarding the number of employees which was already answered. She then asked if the parking will mostly be used by the employees, to which Ms. Marrero stated yes. Ms. Dodard then asked if she is expecting that the employees will also ride bicycles to work as well, to which Ms. Marrero stated that they will be able to ride bicycles and walk if they live in the community or ride the Metro Rail. Mrs. Readon asked if the staff for the facility will be bilingual and how will they be selected. Ms. Marrero stated that she couldn’t really speak to the criteria for the staff but has no doubt that they will have adequate staff to address the needs of the community. Mr. Jacobs asked what ITE was, to which Ms. Marrero stated that the manual used is the 5th Edition of the Institute of Traffic Engineers (ITE) Parking Generation Manual. It is a widely accepted manual used to calculate the impact of a project on parking. She then explained how the manual was used. Mr. Jacobs then asked if the City has that manual in its library, to which Ms. Tompkins stated that the City uses a consultant to review traffic studies and the firm that performed the review of the study for this project confirmed that the manual was the appropriate resource to use. Mr. Miller asked again about the number of employees for the business. Ms. Dodard added that the Board is inquiring about the number of employees because the types of transportation for the employees can vary based on the community that they come from. The ITE may consider that some employees will take the Metro Rail, drive, or bike to work depending on their shift. Ms. Marrero stated that they were working on obtaining the number of employees, but it could be a total number of employees that will be broken up into at least three (3) shifts. While there will be 180 total nursing staff, there may be 90 or so staff on duty for a shift at any given time. The Chairperson opened the floor to public comments on both PB-21-015 and PB-21-016. • None The Chairperson closed the floor to public comments on both PB-21-015 and PB-21-016. Mr. Borges stated that he had no issues with the project and encouraged the other Board members to vote yes on the items before them. Mr. Borges then asked how long it would take to 156 4 open the facility. Ms. Marrero stated that it should take approximately 18 months to build and open the facility. Mr. Miller stated that while he was in support of the project, he was skeptical of the parking adequacy in general. Ms. Marrero informed the Board that on the busiest shift, there will be approximately seventy (70) employees working at the facility. Mr. Borges asked if the facility will be utilizing fire rescue transport. Ms. Marrero responded that they do not anticipate the use, but there will be a space available for an ambulance to drop off and pick up patients. Mr. Basu stated that he was in support of the project and the studies. He then stated that the City’s parking standards are out of sync with reality in most cases, all parking standards apply to suburban standards. They just don’t apply to what is proposed. One (1) parking space per 500 square feet is entirely too much for a facility of this nature. Last, most of the nursing staff aren’t going to ride a bike to work and will choose to ride the Metro Rail instead. Mr. Basu stated that he’s concerned about the public plaza and how it will be used. If it isn’t taken care of, it could become a place for vagrants and could become a public nuisance for the area. Ms. Marrero stated that because there will be around the clock movement, the activity will recreate a safer environment for the area and deter vagrants from the area. Mrs. Readon asked if there will be security to make sure that people parking at the facility are there to visit the facility. Ms. Marrero stated that there is no gate proposed for the project, but if that becomes an issue then they will look at different ways to fix the issue. Mr. Basu stated that they proposed tandem parking spaces for the employees which saves quite a bit of space. The Board concluded their discussion on the two (2) items and made a motion on each of the items. The Board then voted on the two (2) items individually. Motion: Mr. Miller moved to approve PB-21-015 with Staff’s conditions. The motion was seconded by Mr. Borges. The board then discussed the motion. Vote: Yes 6, No 0 (None) Mr. Basu: Yes Mr. Jacobs: Yes Mrs. Readon: Yes Mr. Borges: Yes Ms. Dodard: Yes Mr. Miller: Yes The motion to approve PB-21-015 was unanimously approved by the Board. 157 5 Motion: Mr. Basu moved to approve PB-21-016 with Staff’s conditions. The motion was seconded by Mr. Borges. The board then discussed the motion. Vote: Yes 6, No 0 (None) Mr. Basu: Yes Mr. Jacobs: Yes Mrs. Readon: Yes Mr. Borges: Yes Ms. Dodard: Yes Mr. Miller: Yes The motion to approve PB-21-016 was unanimously approved by the Board. V. Public Comments/New Business The Chairperson opened the floor for public comments and any new business. Public Comments Section There were no Public Comments. New Business Section There was no business discussed. The Chairperson closed the floor for public comments and any new business. VI. Approval of the Minutes 1. Planning Board Regular Meeting Minutes of October 12, 2021: Motion: Ms. Dodard moved to approve the meeting minutes as presented. The motion was seconded by Mr. Jacobs. Vote: Yes 5, No 0, Abstained 1 (Borges) Mr. Basu: Yes Mr. Jacobs: Yes Mrs. Readon: Yes Ms. Dodard: Yes Mr. Borges: Abstained Mr. Miller: Yes The motion to approve the meeting minutes was unanimously approved by the Board. VII. Future Meeting Date: December 14, 2021 VIII. Adjournment 158 6 The meeting was adjourned at 8:40 P.M. 159 Professional (Individual or Corporation) PROFESSIONAL PREPARER'S STATEMENT OF LANDSCAPING COMPLIANCE PROCESS NUMBER: Legal description: Lot: Block Subdivision: . P.B. Page: Development name: NURSING FACILITY We hereby certify that the landscaping/irrigation plan being submitted for the above captioned complies with the requirements of Ordinance 98-13 (landscape ordinance) as to species, height, trunk width and location at time of planting, and that the species as shown are in accordance with the accepted species approved by Miami Dade County and that none of the species are from the prohibited list. I/We hereby certify as an arborist and/or landscape architect that there are/are no (circle one) specimen trees on the property. Additionally, automatic sprinkler systems (if applicable) comply with requirement of said 3 I/We further certify that I/We am/are authorized under Chapter 481, Florida statutes to prepare and submit this landscaping/irrigation plan. ________________________________ Seal: Professional Preparer’s Signature Andrew Witkin Witkin Hults + Partners 307 S. 21st Avenue Hollywood, FL 33020 License #000889 STATE OF FLORIDA COUNTY OF BROWARD The foregoing instrument was acknowledged before me this 7th of October, 2021, by Andrew Witkin, of Witkin Hults + Partners, a Florida corporation, on behalf of the corporation. He is personally known to me and did not take an oath. Witness my signature and official seal this 7th of October, 2021 in the County and State aforesaid, the date and year last aforesaid. My commission expires: July 26, 2024 __________________________ Valeria S. Soto Notary Public Signature 160 LEGAL DESCRIPTION: CERTIFICATION: 7109 SW 61ST COURT & 7040 SW 61ST AVENUE SOUTH MIAMI, MIAMI-DADE COUNTY, FLORIDA 33143 LEGEND NOTES: 161 162 MIAMI DAILY BUSINESS REVIEW Published Daily except Salurday , Sunday and Legal Holidays Miami, Miami-Dade County, Florida STATE OF FLORIDA COUNTY OF MIAMI-DADE: Before the undersigned authority personally appeared GUILLERMO GARCIA , who on oath says that he or she is the DIRECTOR OF OPERATIONS, Legal Notices of the Miami Daily Business Review f/k/a Miami Review, a daily (except Saturday, Sunday and Legal Holidays) newspaper, published at Miami in Miami-Dade County, Florida; that the attached copy of advertisement, be ing a Legal Advertisement of Notice in the matter of CITY OF SOUTH MIAMI -VIRTUAL MEETING OF THE PLANNING BOARD -NOV. 9, 2021 in the XXXX Court, was published in said newspaper in the issues of 10/29/2021 Affiant further says that the said Miami Daily Business Review is a newspaper published at Miami, in said Miami-Dade County, Florida and that the said newspaper has heretofore been continuously published in said Miami-Dade County , Florida each day (except Saturday, Sunday and Legal Holidays) and has been entered as second class mail matter at the post office in Miami in said Miami-Dade County, Florida, for a period of one year nex1 preceding the first publication of the attached copy of advertisement; and affiant further says that he or she has neither paid nor promised any person, firm or corporation any discount, rebate, commission or refund for the purpose of securing this advertisement for publication in the said Swo and sUbscribed before me this ::~ GUILLERMO GARCIA personally known to me "'~~V';;':'. CHRISTINA LYNN RAVIX /~"Ji/r::\ CommlsalontlGG277711 ~;.~.i.i ExpIres November 19.2022 "r.~~¥,f:;?~" Bonded Thl1J TroV Fain I~ 8QO-3a&-1019 CITY OF SOUTH MIAMI, FLORIDA NOTICE TO THE PU~LlC OF THE VIRTUAL MEETING OF THE PLANNING BOARD In order 10 balllnce the need for the CIty of South Mtami to function and conduct vital buslness during tt]e €OVID 19 pandemlc and, a1 the same ~rrte\ ,to protect the health, safety and welfare of it~ oltizens, officers, officials and admln strativ~ staff. ana pursuant City of Sooth Miami Code, phapter 286.01 ~. Flit. S.tst, and the City's Flome Rule Powers, the City will be holdi ng its Plannl ng lloard Meeting live in chambers C\nd VIRTUALLY thro u,gh com munications meaia technqlogy (eMT) until 'l1oCial distsncfng is no longer required by any re levant ExecutiVe Orders. The meeting Is spheduled tQ,begTn on Tuesday. November 9.2021 at 7:00 p.m. to·consider the following public hearing items: 1. PB·21-015 Appllc:an1: Waterstone Capital Operations, LLC A Resolutron rela ting fO ~ Variance 'application to redu c~ the number of parking spaces. regul~ for a mixed-Use building containing a SkUied Nurslng Fac Oity and retall space on property l aehtified as fotio numbers 09'-4025'-011·0 130 and 09-4025'-021·0<J9P .Q~ne(ally locate<! betw een SW 61st AvenueMd SW6tst Cou rt 'and as legally described hereln . 2. PB-21-016 Applicant: Waterntoneeaplial0peratlons. LLC A Resolution pursuant to Section 20-8,9 and o~er pfoVisrons of the City of South MiamI Land Development Code approving a Special Exception for a l arge-s~e c;levelopment on a O.ll-acre property Ide ntlffed as fo lio numbel's 09-4025-0.11.0130 l!nd 09"'1025-027-0090 generally located between SW .61st Avenue &rid SW 61st Court aQ,d as iegafly described herein. 3. PB·21-017 , Applicant The 0rty o'f l3ol4h Miami An Ordinance amefldinQ the City of l30uth Miami Land Development ~e, Chapter 20, Seellon 20-3.SM , fo provide an exqep~on for outdoor ru 'nning programs. 4. PB·21-018 Applicant: The Qrty of South Mla(111 An ordinance amending The City of Scutt] Mlami Land Development Code. Chapter 20. SectiOn 20.;4 :2, to provlde1he City Commission Vo'ltll discretion regarding additional conditions and waiving certaIn provisions for City projects. 163 All Board members as well as City staff will pl¥tlCipate by video conferencing at City Hall or at remote locations through the Zopm platform, and members of the public may /oln the meeting via either Zoom at l(bttps://zoom.usIV3056636338), by ph'one by calling +1-786-635-1003 and entering Mee"ng ID: 30566S6338 when prompted, or in person in the Commission Chambers, and where their appearahee will be broadcast on the Zoom pjatforro, and where they can participate .. II you desire to present evidence , .attend In Gommlsslen Chambers or you are uhable to use 4oom, there are procedUres to follow and attier options available Including a d~icated phone IIhe to listen and particIpate In the meeting and limited p"ubllc ~ttendan~, all of which is set forth In the meeting notice posted at Gity Hall and al http://www.:southmlamlf l.gov/5BO/Publid-Meetings~Notices. Anyone who wIshes _to review the pending appllcatlen and suppqrtlng documentallon' in person must, make ii!J1 appointment by calling 305-663-6327 of 305-663-6331. Note that pursuant to Ronda Statutes 286.0105, a person who decides to appeal any dec isIon maCle by a Board, Agency or Commissloll with respect ,to any matter considered at Its meeting or hearing, a reGord 6f the proceedings wUI be required for said -appeal and sucli person will be required to have a verbatim trans'oripl of the proceedings inCluding the testimony and evIdence upon wh1cr the appeal is .to be based ApA: To requ~t a mod Ification to a policy, practice 'or procedure or to ~equesJ an at,Ix1lfary aide or service in order to particiRate In a Ctty, program, actiVity or event, you must on or-before 4:00 p.m. 3 busln~ 'days (not counting the day of the meetIng) Defore tile meeting' deliver y'our request to 1I:\e City, Clerk by teleQhon!!: 305-722-8686 (valee) or 9(&442-1600 ('I1"'(/TDD) or by mail at 613 0 Sunset Drive, SoutI! MIaml, Florida or email at npayn~uthrnlamlfl.gav. 10/29 21-931Q000559945M SUNDAY NOVEMBER 28 2021 NEIGHBORS ...................................................................................................19SE Moldy food, flying in-sects and animals out ofcontrol and unclean equip-ment caused The FreshMarket in South Beach tofail its most recent FloridaDept. of Agriculture post-ed inspection.Two out of three ain’tbad unless you’re talkingfailed inspections and thatFresh Market, 1800 WestAve., has failed two of itslast three inspections. Inaddition to Nov. 8, itfailed an Aug. 17, 2020 inspection, then passed anAug. 31, 2020 inspection.The first violation de-tailed by Inspector SimeonCarrero is “Several piecesof in-house cut cheesewith some white moldgrowing on the cheeseinside a cold deli case.”That cheese got trashed.Pigeons proliferate onthe outside patio, some-times hanging out ontables where people eat.That patio’s now closedfor what a sign says are“scheduled maintenanceand upgrades.”Perhaps that has some-thing to do with Inspector Carrero observing “cus-tomer sitting area with nooverhead protection, inad-equate.” Also, “bird ex-crement throughout out-side seating and servicingarea.”While there was a“presence of birds and notcontrolling them” outside,the back room had “sever-al glue boards with deadflies and roaches not be-ing removed.”In the bakery and pro-duce areas, the inspectorsaw “several flies in theprocessing areas.”Slicers and grinders aresupposed to be cleaned and sanitized every fourhours. In the produce department, the pine-apple cutting machinehad “old soil build up.”The large grinder in themeat department hadn’tbeen washed “for over 24hours.” In the deli depart-ment, an industrial canopener had “old soil buildup” because it hadn’tbeen cleaned in over fourhours.”At the popular hotcounter, where foodshould be kept at or above135 degrees to keep themfrom being bacteriafarms, salmon steaks,pork roast and mashedpotatoes that had been there more than two hoursranged from 116 degreesto 123 degrees.In a meat departmentdisplay case, the rawchicken sausage wastouching the raw porksausage. All of that sau-sage followed the moldycheese into the garbage.During this inspection,apparently the store re-mained free of the dogsthat Sunset Harbour arearesidents regularly bringinto the store. David J. Neal:305-376-3559,@DavidJNeal FLORIDA DEPARTMENT OF AGRICULTURE Cheese with mold, filthy slicers and birdexcrement at the Fresh Market in Miami Beach BY DAVID J. NEAL dneal@miamiherald.com DAVID J. NEAL dneal@miamiherald.com The Fresh Market, 1800West Ave., Miami Beach. If you bought Member’sMark Beef Stick DogTreats at Sam’s Club,check the size of the pack— all the 2.2-pound bagssold since March 1 havebeen recalled becausethey might have “metalmaterial.”“The recall was initiatedacross all Sam’s Clubsfollowing a limited num-ber of customer com-plaints,” the announce-ment read. Either toss out the treatsor return them to Sam’sClub for a full refund. Any questions about thisrecall should go to Mem-ber’s Mark customer serv-ice, 888-301-0332, Mon-day through Saturday, 8a.m. to midnight, and 11 a.m. to 9 p.m. on Sundays(all times Eastern). David J. Neal:305-376-3559,@DavidJNeal Almost nine months of dogtreats sold exclusively at Sam’sClub have been recalled BY DAVID J. NEAL dneal@miamiherald.com AMY LIPMAN alipman@MiamiHerald.com This doggie isn’t eating dog treats from Sam’s Club. 164 MIAMI DAILY BUSINESS REVIEW Published Daily except Saturday, Sunday and Legal Holidays MiamI. Miami-Dado County, Florida STAT E OF FLO RI DA COUNTY OF MI A MI·DADE: Before the undersigned authority personally appeared GUILLERMO GARCIA, who on oath says that he or she is the DIRECTOR OF OPERATIONS, Lega l Notices of the Miami Daily Business Review Ilk/a Miami Review, a da ily (except Saturday, Sunday and legal Holidays) newspaper, pub lished at Miami in Miami ·Dade County, Fl orida: that the attached copy of advertisement. being a legal Advertisement of Notice in the matter of CIT'( OF SOUTH MIAMI -PUBLIC I-t EAr~INGS -DEC. 7, 2021 in the XXXX Court. was published in said newspap er in the issues of 11 /2612021 Affiant further says thai the said Miami Da ily Business Review is a newspaper published at Miami, in said Miami -Dad e County, Fl orida and that the said newspaper has heretofore been continuously pub lished in said Miami -Dade County, Florida each day (except Saturday, Sunday and Lega l Hol ida ys) and has been entered as second class mai l mailer at the post office in Miami in said M iami-Dade County, Florida, for a period of one year next preceding the first publication of the attached copy of advertisement: and affian t further says that he or she ha s neither paid nor promised any person, firm or corporation any discount, rebate, co mmission or refund for the purpose of securing this advertisement for publication in the said GUILLERMO GARCIA personally known to me . ...;~"'i~ .. CHRISTINALYNNRAVIX /1j'iI." .. \ Comm\ssiQn#GG277771 ~.;:.~.~~j expires November 19, 2022 "~~~R¥,!~~~'" Bonded Thru Troy Fakllnsurance 800-385-7019 CITY OF SOUTH MIAMI, FLORIDA CITY COMMISSION NOTICE OF PUBLIC HEARINGS In order to balance the need for the City of South Mia mi to function and conduct vital business during the COVID 19 pandem ic and, at the same time, to protect the health, safety and welfare of its citizens, officers , officials and administrative staff, and pursuant City of South Miami Code, Chapter 286.011, Fla. Stat, the City's Home Rule Powers , and City Manager's declaration of a state of emergency due to the Co ronavirus, the City will be holding its City Commission Meeting live in chambers and VIRTUALLY through communications media technology (CMl) until the state of emergency has ended or social distancing is no longer required by any relevant Executive Orders. All Commission members will participate in Chambers or by video conferencing through the Zoom platform and members of the publ1c may }oi n the meeting via Zoom at (!!1ms:llzoom.usf!l3056636338) and participate. At a minimum, at teast three members of the City Commission will be physically present in the City Commission Chambers and they will be broadcast on the Zoom platform along with all other members of the Commission, City Staff and the public who may attend remotely from the Commission Chambers and from other locations. The meeting is scheduled to begin on Tu esdav. December 7. 2021 at 7:00 p,m. to consider the following public hearing item (s): A Resolution approving and authorizing the City Manager to execute a three-year collective bargaining agreement (Ueutenants and Captains) be~een the Miami Dade County Police Benevolent Association and the City of South Miami. A Resolution relating to a Variance application to reduce the number of parking spaces required for a mixed-use building containing a Skilled Nursing Facility and retail space on property identified as folio numbers 09·4025-011-0130 and 09-4025-027-Q09Q generally located between SW 61 st Avenue and SW 61 st Court and as legally described herein . 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 O.l~-acre property identiflCd 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 . An Ordinance amending Chapter 10A, Flood Damage and Prevention, of the City of South Miami Code of Ordinances. 165 MIAMI DAILY BUSINESS REVIEW Published Daily except Saturday, Sunday and Legal Holidays Miami, Miami-Dado County, Flo ri da STATE OF FLORIDA COUNTY OF MIAMI-DADE : Before the undersigned authority personally appeared GUILLERMO GARC IA, who on oath says that he or she is the DIRECTOR OF OPERATIONS, Lega l Notices of the Miami Daily Business Review Ilk/a Miami Review. a dai l y (except Sa turday, Sunday and Legal Holidays) newspaper, published at Miam i In Mi ami -D ade County, Fl orida: thai the attached copy of advertisement. bei ng a Legal Advertisement of No ti ce in the matter of CIT'( OF SOUTH MIAMI -PUB LIC H E Ar~IN GS -DEC. 7. 2021 in th e XXXX Court. was published in said newspaper in the i ssues of 11 /2612021 Affiant further says thaI the said Miami Daily Business Rev iew is a newspaper publ ished at Miami , in said Miami ·Dade County , Florida and that the sa id newspaper has heretofore been continuously pub lished in sai d Miami·Dade County , Florida each day (except Saturday, Sunday and Lega l Holidays) and has been entered as second dass ma il mailer at the post office in Miam i in sa id Miami -D ade County, Florida, for a period of one year next preceding the fi rst pub lication of the attached copy of advertisement ; and affian t further says that he or she has neither paid nor promised an y person . firm or corporation any discount, rebate, commission or refund for the purpose of securing th is advertis ement fo r publicat ion in the said GUILLERMO GARCIA personally known to me ,,"~'~ •• CHRISTINALYNNRAVIX /'f'Jr. '" \ Commission # GG 277771 ~.;:.!;~?)j ExpIres November 19, 2022 ··~~f.~f,!~~~" Bonded Thru Troy FakllnsurallCe 800-385-7019 CITY OF SOUTH MIAMI, FLORIDA CITY COMMISSION NOTICE OF PUBLIC HEARINGS In order to balance the need for the City of South Miami to function and conduct vital business during the COVID 19 pandemic and, at the same time, to protect the health , safety and welfare of its citizens , officers, officlals and administrative staff. and pursuant aty of South Miami Code, Chapter 286.011, Fla. Stat, the City's Home Rule Powers, and City Manager's declaration of a state of emergency due to the Coro navirus, the City will be holding Its City Commission Meeting live in chambers and VIRTUALLY through communications media technology (CMl) until the state of emergency has ended or social distancing is no longer required by any relevant Executive Orders. All Commission members will participate in Chambers or by video conferencing through the Zoom platform and members of the public may jo in the meeting via Zoom at (b!!gs :!/zoom.usfl/3056636338) and participate. At a minimum, at least three members of the City Commission will be physically present In the City Commission Chambers and they will be broadcast on the Zoom platform along with all other members of the Comm ission, City Staff and the public who may attend remotely from the Commission Chambers and from other locations. The meeting Is scheduled to begin on ~ December 7. 2021 at 7:00 p.m . to consider the following public hearing item(s): A Resolution approving and authorizing the City Manager to execute a three-year collective bargaining agreement (Ueutenants and Captains) betwffiO the Miami Dade County Police Benwolent Association and the City of South Miami. A Resolution relating to a Variance application to reduce the number of parking spaces required for a mixed-use buildIng containing a Skilled Nursing Facility and retail space on property kientified as folio numbers og·4025.()lHll30 and 1J9.4025-1l27-()()9Q genecally located between SW 61 SI Avenue and SW 61 st Court and as legally described herein. 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 larga-.scale development on a O.8-acre property identified as folio numbers 09--4025-011-0130 and 09--4025-D27·0090 generally located between SW 61st Avenue and SW 61st Court and as legally described herein. An Ordinance amending Chapter lOA, Flood Damage and Prevention, of the City of South Miami Code of Ordinances. , , 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 tl!!g://www.southmJamjfl.gov/560L~ubJic·Meetil19~~Q1Lces. Anyone who-wishes -to_ review pendinQ,.-appUcation, su~mentatton_or~ who desire to have documents made available for viewing by everyone during the meeting must conlact the City Clerk by calling 305-663·6340. Note that pursuant to Florida Statutes 286.0105. a person who decides to appeal any decision made by a Board, Agency 0( Commission with respect to any matter considered at hs meeting or hearing, a record of the proceedings will be required for said appeal and such person will be required 10 have a verbatim transcript of the proceedings including the testimony and evidence upon which the appeal is to be based. , The minimum standards for adopting a resolution Of enacting an Ofdinance are set forth in 166.041(4) , •• A majority of the members of the governing body shaH constitute a quorum. An affinnative vote of a majority of a quorum present Is necessary to enact any ordinance or adopt any resolution .••• 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 cou nting the day of the meeting) deliver your request to the City CIeri<. by telephone: 305-663-6340, by mall at 6130 Sunset Drive . South Miami, Florida or email at npayne@southmiamlfl.gov. 11126 Nkenga A. Payne, CMC, FCRM City CIet1< 21-98/0000564940M 166 , If you desire to present evidence or you are unable to use Zoom, there are procedures to follow and other options available incl ud ing a dedica ted phone line to listen an d participate In the meeting and limited publi c attendance, all of which is set forth in the meeting nolice posted al City Hall and at nnQ://www.southmlamlfl.gov/560/Publlc·Mee ting§:.~oJl.~_es. Anyone who -wishes-to re view ~ng...applk:ation. SUppo(titNdJ9curneotallon or- who desire to have documents made available for viewing by everyone during the meeting must contact the City Clerk by caJling 305-663-6340. Note that pursuant to Florida Statutes 286.0105. a person who decides to appeal any decision made by a Board, Agency Of Commission with respect to any matter considered al hs meeting or hearing, a record of the proceedings w1ll be required for said appeal and such person will be required to have a verbatim transcript of the proceedings including the testimony and evidence upon wh ic h the appeal Is to be based. , The minimum standards for adopting a resolution Of enacting an ordinance are set forth in 166.041 (4) ••• A majority of the members of the gove rn ing body shaH constitute a quorum. An affirmatlve vote of a majority of a quorum present Is necessary to enact any ordi nance or adop t any resol utIon .••• 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, yo u must on or before 4:00 p.m . 3 bu si ness days before the me et ing (not cou nting the day of the meeting) deliver your request to the City Clerk by telephone: 305-663-6340, by mal l at 6130 Sunse t Drive, South Miami, Florida or email at npayne@sou thmiemlfl .gov. 11 /26 Nkenga A. Payna, CMC, FCRM City CIeri< 21-98/0000564940 M