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Home My WebLink AboutApplication and Supporting DocsPRE —APPLICATION REFERRAL 01-4116-009-0265 9/10/2018 Fblio # Date q////e9 Alejandro J. Arias, Esq. on behalf of Prointer Corp. Proposed School at 2980 SW 22 Street (Warrant & Exception Application) Applicant Name Project Name (305) 789-7446 alejandro.arias@hklaw.com Applicant Phone Number 2980 SW 22 Street Miami, Florida 33145 Applicant E-mail Address Project Street Address TO BE COMPLETED BY THE OFFICE OF ZONING: ❑ One (1) 24"X36" or larger set of signed and sealed plans ❑ Survey within one year with Building Baseline established by Public Works Transect Zone Type of Permit Requested — Code Section Summary of Request Referral issued by: Date CITY OF MIAMI PLANNING & ZONING DEPARTMENT Ph: 305-416-1499 444 SW 2nd Ave 4th Floor Miami, FL 33130 W W W . miamigov.com/zoning Revised 07/24/2013 PRE -APPLICATION MEETING REQUIREMENT FORM Pre-App # The items outlined below must be submitted to the Planning Department in their totality for the application to be considered complete and Pre -Application Meeting scheduled. REQUIRED DOCUMENTS: ❑ Yes ❑ No ❑ N/A ❑ Yes ❑ No ❑ N/A ❑Yes ❑No ❑N/A ❑ Yes ❑ No ❑ N/A ❑ Yes ❑ No ❑ N/A ❑ Yes ❑ No ❑ N/A ❑ Yes ❑ No ❑ N/A Letter of Intent (summarizing the proposal) Zoning Pre -Application referral One (1) set of 24" X 36" and two (2) 11" X 17" signed and sealed plans. Plans shall include: • Zoning Information (Parking, Loading, FLR, Lot Coverage, Open Space, Bonuses, Parking Reduction, etc.) • Site Plan (Including all requirements stated in Section 7.1.3.3 in the Miami 21 Code) • Floor Plan(s) • Detail 1/8" = 1' Blow-up Elevations of Typical Patterns (Units, Balconies, and Additional Features. • Color Elevations (Label All Materials, Colors, Textures, etc.) • Ground Perspective (Arcades, Terraces, Entrances, Plaza, etc.) Context Plan: • Aerial Photograph (minimum 3 block adjacency) shall include Zoning Designations, Street Label and Identify Primary and Secondary Frontages • Scale Comparison to Adjacent Structures for Height and Architectural Massing • Photos of Existing Site Conditions and Neighboring Properties One original survey dated within one year of application, with building baseline established by the Department of Public Works • Include Existing Tree Survey and Disposition Plan Landscape Plan: • City of Miami Landscape Legend affixed to Plans • Proposed Trees, Planting Plan, Landscape Details, Tree Removal and Tree Replacement Calculations. • Hardscape Materials (Paving, Fences, Walls, Gates, etc.) • Site Lighting and Site Furniture (Benches, Trash Receptacles, Onsite Signage, etc.) • Irrigation Plan Compatible with Plan Materials Specified Details and Materials • Detail of Screening Systems, Garage Liners, Special Textures, Architectural Elements, Decorative Cornice or Parapet, etc.) • Decorative Building Features, Paint Chip Colors, Lighting, Murals, and Artistic Details. • Details of Balconies, Awnings, Railings, Fences, Grating, Louvers, Glazing, etc.) Planning Coordinator Review Date CITY OF MIAMI PLANNING & Z O N I N G DEPARTMENT Ph: 305-416-1400 444 SW 2.d Ave 3rdh Floor Miami, FL 33130 www.miamigov.com/planning Revised 07/24/2013 PROINTER CORP. 5820 Blue Lagoon Dr. Miami, Florida 33126 Mr Devin Cejas Zoning Administrator City Of Miami 444 S.W 2 Avenue, 4th Floor Miami, Florida 33130 Ref: Letter of consent for Prointer Corp./City Exception/Warrant application(s) to allow a Primary and Secondsary School on the property. Dear Mr Cejas: Please allow this letter to serve as a letter of consent to allow Bomart, Inc., Juan J. Mayol, Jr.,Esq., Hugo P. Arza_,Esq., Alejandro J. Arias. Esq_, James R. Williams; Esq., Pedro Gassant, Esq.,Alberto J, Torres, and Michael a Freire of Holland & knight LLP, to file a City Exception/Warrant application(s) to allow a primary and secondary School on the property, on behalf of Prointer Corp.and to participate in all public hearings and meetings related thereto, in connection with the property located at 2980 SW 22 Street, and further identified by Miami -Dade County Folio No. 01-4116-009- 0265. Please do not hesitate to contact the undersigned if you need •..- infoiination. Sincerely /A--3"be "arise �'P!' eMZ Titl e The foregoing instrument was acknowledge befor me this C1^ day 20 l , by ZeR-GE latve-va , as . Of Prointer Corp. He/She ✓- is personally knowing to me or has produced as identification. (Notary Seal) { Notary Public, State of . .� N rye Notary Poblgate of 47 My Commission Expires MarcMarch16, 2019 commisai a FFAtt isi 11*0F d Bonded 7hru National Note - Assn. ,qo umber n Expires Holland & Knight 701 Brickell Avenue, Suite 3300 I Miami, FL 33131 I T 305.374.8500 I F 305.789.7799 Holland & Knight LLP 1 www.hklaw.com VIA HAND DELIVERY September 10, 2018 Mr. Francisco Garcia Planning Director City of Miami 444 S.W. 2 Avenue, 3rd Floor Miami, Florida 33130 Alejandro J. Arias 305.789.7446 alejandro.arias@hklaw.com Re: City of Miami / 2980 SW 22 Street / Prointer Corp. / Folio No. 01-4116-009- 0265 / Warrant & Exception Applications to Allow a Primary and Secondary School / Statement of Intent Dear Mr. Garcia: This firm represents Prointer Corp. (the "Owner"), the owner of the approximately 0.9 acre property located at 2980 SW 22 Street, further identified by Miami -Dade County Folio No. 01-4116-009-0265 (the "Property"). The Property has a land use designation of "Restricted Commercial". This land use designation allows residential uses, office uses, clinics and laboratories, auditoriums, libraries, convention facilities, places of worship, commercial uses, and primary and secondary schools. The Miami 21 Zoning Code designates the Property as "T5- 0 (Urban Center Zone)" for the front of the Property (fronting on SW 22 Street), and "T4-R (General Urban Zone)" for the rear of the Property (SW 22 Terrace). The Owner plans to sell the Property to Bomart, Inc., which intends to operate a primary and secondary private school on the Property. As such, and pursuant to the dual -zoning circumstances that exist on the Property, the Owner requests the following: (1) a Warrant for the T5-O zoned portions of the Property; and (2) an Exception for the rear T4-R zoned areas of the Property, in order to allow a primary and secondary school use. Project. Accompanying this Statement of Intent are plans for the proposed primary and secondary school, as prepared by Fausto Guerrero (the "Site Plan"). As shown on the Site Plan, the Applicant is proposing to renovate an existing 2-story 6,293 square foot building, and a 1- story 1,522 square foot building, in order to operate a primary and secondary private school (the "Project"). The proposed Project will encompass 16 classrooms, a computer lab, and dining hall, which will serve to provide a world -class teaching atmosphere and enhanced learning environment for faculty, staff, and the student body. Significant playground, recreational, and open space areas will also be made available for student use at the nearby Boys & Girls Club on Mr. Francisco Garcia September 10, 2018 Page -2- SW 32 Avenue. The Project will also feature a secure and gated perimeter, and a designated drop-off and pick-up area, with ingress into the school at SW 22 Terrace, and dedicated egress at SW 32 Avenue. The proposed development will also meet all of the City's FLR, setback, lot coverage, and parking requirements. Additionally, the Project will contribute to the City's economic prosperity and viability by creating much -needed jobs, improving access to quality education, cultivating the aesthetic and social character of the surrounding neighborhood, preserving property values, and increasing the City's ad valorem tax base. Based on the forgoing, we respectfully request your favorable review and recommendation of the requested Warrant and Exception applications. Thank you for your help and should you have any questions or require any additional information, please do not hesitate to phone my direct line at (305) 789-7446. Sincerely, HOLLAND & KNIGHT LLP Alejandro J. Arias, Esq. Enclosures #60532856_v1 Holland& Knight 701 Brickell Avenue, Suite 3300 I Miami, FL 33131 I T 305.374.8500 I F 305.789.7799 Holland & Knight LLP www.hklaw.com VIA HAND DELIVERY July 3, 2019 Mr. Francisco Garcia Planning Director City of Miami 444 S.W. 2 Avenue, 3rd Floor Miami, Florida 33130 Alejandro J. Arias 305.789.7446 alejandro.arias@hklaw.com Re: City of Miami / 3030 SW 22 Street / Prointer Corp. / Folio No. 01-4116-009- 0265 / Warrant & Exception Applications to Allow a Primary and Secondary School / Revised Statement of Intent Dear Mr. Garcia: This firm represents Prointer Corp. (the "Owner"), the owner of the approximately 0.9 acre property located at 3030 SW 22 Street, further identified by Miami -Dade County Folio No. 01-4116-009-0265 (the "Property"). The Property has a land use designation of "Restricted Commercial". This land use designation allows residential uses, office uses, clinics and laboratories, auditoriums, libraries, convention facilities, places of worship, commercial uses, and primary and secondary schools. The Miami 21 Zoning Code designates the Property as "T5- 0 (Urban Center Zone)" for the front of the Property (fronting on SW 22 Street), and "T4-R (General Urban Zone)" for the rear of the Property (SW 22 Terrace). The Owner plans to sell the Property to Bomart, Inc., which intends to operate a primary and secondary private school on the Property. As such, and pursuant to the dual -zoning circumstances that exist on the Property, the Owner requests the following: (1) a Warrant for the T5-O zoned portions of the Property; and (2) an Exception for the rear T4-R zoned areas of the Property, in order to allow a primary and secondary school use. Project. Accompanying this Statement of Intent are plans for the proposed primary and secondary school, as prepared by Fausto Guerrero (the "Site Plan"). As shown on the Site Plan, the Applicant is proposing to renovate an existing 2-story 6,293 square foot building, and a 1- story 1,522 square foot building, in order to operate a primary and secondary private school (the "Project"). The proposed Project will encompass 19 classrooms which will serve to provide a world -class teaching atmosphere and enhanced learning environment for faculty, staff, and the student body. Significant playground, recreational, and open space areas will also be made available for student use at the nearby Douglas Park on SW 37 Avenue, as well as a small Mr. Francisco Garcia July 3, 2019 Page -2- recreational space on the Property. The Project will also feature a secure and gated perimeter, and a designated drop-off and pick-up area, with ingress into the school at SW 22 Terrace, and dedicated egress at SW 32 Avenue. The proposed development will also meet all of the City's FLR, setback, lot coverage, and parking requirements. Additionally, the Project will contribute to the City's economic prosperity and viability by creating much -needed jobs, improving access to quality education, cultivating the aesthetic and social character of the surrounding neighborhood, preserving property values, and increasing the City's ad valorem tax base. Based on the forgoing, we respectfully request your favorable review and recommendation of the requested Warrant and Exception applications. Thank you for your help and should you have any questions or require any additional information, please do not hesitate to phone my direct line at (305) 789-7446. Sincerely, HOLLAND & KNIGHT LLP Alejandro J. Arias, Esq. Enclosures #60532856_v1 Holland & Knight 701 Brickell Avenue, Suite 3300 I Miami, FL 33131 I T 305.374.8500 I F 305.789.7799 Holland & Knight LLP I www.hklaw.com VIA HAND DELIVERY June 13, 2019 Efren Nunez Public Art Manager/Planner II City of Miami 444 S.W. 2 Avenue, 3rd Floor Miami, Florida 33130 James R. Williams Jr. 305-789-7413 james.williams@hIclaw.com Re: City of Miami / 3030 SW 22 Street / Prointer Corp. / Folio No. 01-4116-009- 0265 / Warrant & Exception Applications to Allow a Primary and Secondary School / Response Letter to Planning Comments Provided by Efren Nunez on Friday, May 31, 2019. Dear Mr. Nunez: This firm represents Prointer Corp. (the "Owner"), the owner of the approximately, 0.9 acre property located at 3030 SW 22 Street, further identified by Miami -Dade County Folio No. 01- 4116-009-0265 (the "Property"), in the City of Miami (the "City"); and pursuant to the Warrant and Exception applications to allow a primary and secondary school. The purpose of this letter is to specifically address the comments you issued on May 31, 2019, and as set forth in Exhibit "A", more specifically: General Comments (GC): (GC No. 1): Provide approvals from Miami Dade County and City of Miami Transportation Departments Please see your email dated June 10, 2019, attached as Exhibit "B", where you acknowledged my explanation regarding this comment by writing "noted" beneath it. For your convenience, attached please find a copy of the full response package we submitted to the Zoning Department, which is signed "received" by City staff acknowledging its submittal on April 17, 2019, in connection to addressing certain zoning comments provided by Ms. Yaremy Vega. Please see Exhibit "C". As stated earlier, this response package contained a copy of the Traffic Study we submitted to Miami -Dade County's Traffic Engineering Division. It also contained screen shots of the Traffic Study's approval path, which were provided by Miami -Dade County Traffic Engineer, Mr. Samael Estevez. I have also included an email chain between Mr. Samael Estevez and our traffic engineer, which further verifies that those screen shots included in the response letter came straight from Mr. Samael Estevez himself, as I previously stated. Please see Exhibit "D". (GC No. 2): Plans shall be in accordance with applicable requirements of Article XA. — "Educational and Child Care Facilities, Nonpublic" of the Miami -Dade County Code Noted. Please see attached updated plans. (GC No. 3): Provide BBL on both surveys Please see your email dated June 10, 2019, attached as Exhibit "B", where you acknowledged my explanation of this comment by writing "noted" beneath it. In summary, I explained that we had already previously provided the requested surveys (with the BBL on it) to the Zoning Department. (GC No. 4): Provide a copy of Unity of Title A Unity of Title for the Property was recorded in the Official Records of Miami - Dade County in Official Records Book 28627, at pages 3008 — 3010. Please see Exhibit "E". Basic Plan Information (BPI): (BPI No. 1) Total size of the site — Complete Completed. (BPI No. 2) Maximum number of students to be served — identify on plan sheet / zoning data / per grades / chart Please see sheet labeled "SP" of the updated plans. (BPI No. 3) Maximum number of teachers and administrative and clerical personnel - identify on plan sheet / zoning data Please see sheet labeled "SP" of the updated plans. (BPI No. 4) Maximum/Existing number of classrooms and total square footage of classroom space — Complete Completed. (BPI No. 5) Total square footage of non -classroom space — Complete Completed. 2 468563924 vl (BPI No. 6) Amount and location of exterior recreational/play total area in square footage — Identify Location Please see sheet labeled "SP" of the updated plans. Please see sheet labeled "LA1.01" of the updated landscape plans. (BPI No. 7) Maximum number and type of vehicles that will be used in conjunction with the operation of the facility — Number of parking spaces provided for staff, visitors, and transportation and operation vehicles, and justification that those spaces are sufficient for this facility — identify on plan sheet / zoning data Please see updated plans. (BPI No. 8) Grades or age groups that will be served — Complete Complete. (BPI No. 9) Days and hours of operation, weekly and annually — Missing Ms. Beatriz Brito, principal of Brito Miami Private School, has provided a letter detailing this information. Please see Exhibit "F". (BPI No. 10) An explanation of any such activities anticipated to be conducted in association with the school but typically conducted outside of the hours of operation of the school — such as PTA meeting, Plays, Open House??? Ms. Beatriz Brito, principal of Brito Miami Private School, has provided a letter detailing this information. Please see Exhibit "F". (BPI No. 11) Means of compliance with requirements by the City of Miami Fire Department, Miami -Dade County Department of Public Health, the Department of Health and Rehabilitative Services, and any Federal or State regulations applicable to the specific application — Provide note on plans Please see sheet labeled "SP" of the updated plans. Miami -Dade County Code - Physical Standards —Non Public (\III('): (MDC No. 1) Outdoor areas. Outdoor recreation/play areas shall be in accordance with the following minimum standards, calculated in terms of the proposed maximum number of children for attendance at the school at any one (1) time unless otherwise indicated. 3 468563924_v1 r Outdoor Recreation Play�.�round/Play Areas School categories Required area Day nursery/kindergarten and preschool and after -school care 45 square feet per child calculated in terms of half of the proposed maximum number of children for attendance at the school at one (1) time Elementary school (grades 1-6) 500 square feet per student for the first 30 students; thereafter, 300 square feet per student Indicate compliance with said requirements (Provide copies of any agreements allowing the use of the Douglas Park etc...In previous meeting applicant indicated the school had an agreement with parks to use the park.) Executed revocable license agreement between the City of Miami and Brito Schools contact DREAM (Mark Burns). Where there are category combinations, each classification shall be calculated individually. Please see updated plans. Attached please find City of Miami Parks and Recreation Official Permit No. 100619B17. Please see Exhibit "G". (MDC No. 2) Signs. Signs shall comply with district regulations as contained in Article 10 of the Miami 21 Code entitled "Sign Regulations". Plans indicate signage, provide note on plans that signage will be under separate permit. Please see sheet labeled "SP" of the updated plans. (MDC No. 3)Auto stacking. Stacking space, defined as that space in which pickup and delivery of children can take place, shall be provided for a minimum of two (2) automobiles for schools with twenty (20) to forty (40) children; schools with forty (40) to sixty (60) [children] shall provide four (4) spaces; thereafter there shall be provided a space sufficient to stack five (5) automobiles. — Complete Completed. (MDC No. 4) Parking requirements. Parking requirements shall be as provided in the Miami -Dade County Zoning Code, Section 33-124(1). Noted. Please see updated plans. (MDC No. 5) Classroom size. All spaces shall be calculated on the effective net area usable for instruction or general care of the group to be housed. This space shall not include kitchen areas, bathrooms, hallways, teachers' conference rooms, 4 #68563924_vl storage areas, or any other interior space that is not used for instruction, play or other similar activities. The minimum classroom space shall be determined by multiplying the maximum proposed number of pupils for attendance at any one (1) time by the minimum square footages, (1) through (4) below. Where a private educational facility is non -graded, calculations shall be based on the age level that corresponds to the grade level in the public school system. Where a school includes more than one (1) of the following categories, each category shall be individually computed: (a) Day nursery and kindergarten, preschool and afterschool care, 35 square feet per pupil. (b) Elementary (grades 1-6), 30 square feet per pupil. (c) Junior high and senior high (grades 7-12), 25 square feet per pupil. Identify grades per classrooms on plan sheets in order for staff to verify the requirements as listed above. Please see updated plans. Article 5.5.4 — Parking Standards 1. Sheet SP - Provide full dimension of all drive isles Please see sheet labeled "SP" of the updated plans. 2. Provide typical dimension of parking space (Handicap Parking location?) Please see sheet labeled "SP" of the updated plans. 3. Provide screening of parking areas, example (Landscaping hedge provided) Please see sheet labeled "SP" of the updated plans. Please see sheet labeled "LA1.01" of the updated landscape plans. Article 5.5.6 — Landscape Standards 1. Provide landscape plans in accordance with Article 9 of the Miami 21 Code. Landscape development plan for the entire site listing quantities, size, and names of all plants in accordance with Article 9 of Miami 21 Code and Chapter and 18A of the Miami -Dade County Code. (Landscape Plans shall be prepared by a license landscape architect). Identify recreation area... Please see updated landscape plans. 5 1168563924_vl As referenced above, attached please find two (2) sets (24" X 36") of the updated plans and three (3) smaller sets (11" X 17"). Additionally, please find one (1) set (24" X 36") of the updated landscape plans and three (3) smaller sets (11" X 17"). Thank you for your help and consideration, should you have any questions or require additional information, please do not hesitate to contact me directly at 305-789-7413. Respectfully yours, HOLLAND & KNIGHT LLP r r v�ri James R. Williams Jr., Esq. Cc: Alejandro Arias, Esq. Enclosures 6 14 685 63924_v 1 t\* PLANNING AND ZONING DEPARTME STAFF COMMENTS Preliminary Comments PR-19-017 ZONING DESIGNATION: T4-R / T5-O NET DISTRICT: CORAL WAY NET 05/31/19 ..,fry,.. NT The project is subject to review and compliance with the requirements of all City Departments, as applicable. The following comments are intended to assist and expedite permit applications based on the applicant's modifications of the project / plans as suggested herein. This application has been reviewed based on the following requests: 1. Article 4, Table 3, Warrant and Exception to allow for a primary and secondary school 2. Article 7, Section 7.1.2.4, Warrant 3. Article 7, Section 7.1.2.6, Exception Please provide a narrative response: ® Applicant response (HK) ❑ Department follow-up response (Planning and Zoning) General Comments: 1. Provide approvals from Miami Dade County and City of Miami Transportation Departments 2. Plans shall be in accordance with applicable requirements of Article XA. — "Educational and Child Care Facilities, Nonpublic" of the Miami -Dade County Code 3. Provide BBL on both surveys 4. Provide a copy of Unity of Title Basic Plan Information: A) Written information (1) Total size of the site — Complete (2) Maximum number of students to be served — identify on plan sheet / zoning data / per grades / chart (3) (4) (5) (6) (7) Maximum number of teachers and administrative and clerical personnel - identify on plan sheet / zoning data Maximum/Existing number of classrooms and total square footage of classroom space — Complete Total square footage of non -classroom space — Complete Amount and location of exterior recreational/play total area in square footage — Identify Location Maximum number and type of vehicles that will be used in conjunction with the operation of the facility — Brito Miami Private School 19-017 Page 1 of 6 Number of parking spaces provided for staff, visitors, and transportation and operation vehicles, and justification that those spaces are sufficient for this facility — identify on plan sheet / zoning data (8) Grades or age groups that will be served — Complete (9) Days and hours of operation, weekly and annually — Missing (10) An explanation of any such activities anticipated to be conducted in association with the school but typically conducted outside of the hours of operation of the school — such as PTA meeting, Plays, Open House??? Example: After school hours events Three yearly movie nights, 6pm to 9pm Carnival —October, ends no later than 5pm Shift in Edu—bi-annual teaching in mid -December, 6pm to 8:30pm Christmas pageant —a Thursday in mid -December, 6pm to 8:30pm Gala --annual gala on campus, a Saturday (February or Match TBD) until midnight Midnight Madness —spring, 5dh graders spend the night on campus fully chaperoned by teachers, selected parents, and a police officer) (11) Means of compliance with requirements by the City of Miami Fire Department, Miami -Dade County Department of Public Health, the Department of Health and Rehabilitative Services, and any Federal or State regulations applicable to the specific application — Provide note on plans Miami -Dade County Code - Physical Standards — Non Public: (a) Outdoor areas. Outdoor recreation/play areas shall be in accordance with the following minimum standards, calculated in terms of the proposed maximum number of children for attendance at the school at any one (1) time unless otherwise indicated. Minimum Standards for Outdoor Recreation Playground/Play Areas School categories Day nursery/kindergarten and preschool and after -school care Elementary school (grades 1-6) Required area 45 square feet per child calculated in terms of half of the proposed maximum number of children for attendance at the school at one (1) time 500 square feet per student for the first 30 students; thereafter, 300 square feet per student Indicate compliance with said requirements (Provide copies of any agreements allowing the use of the Douglas Park etc...In previous meeting applicant indicated the school had an agreement with parks to use the park.) Executed revocable license agreement between the City of Miami and Brito Schools contact DREAM (Mark Burns) Brito Miami Private School 19-017 Page 2 of 6 Where there are category combinations, each classification shall be calculated individually. (b) Signs. Signs shall comply with district regulations as contained in Article 10 of the Miami 21 Code entitled "Sign Regulations". Plans indicate signage, provide note on plans that signage will be under separate permit. (c) Auto stacking. Stacking space, defined as that space in which pickup and delivery of children can take place, shall be provided for a minimum of two (2) automobiles for schools with twenty (20) to forty (40) children; schools with forty (40) to sixty (60) [children] shall provide four (4) spaces; thereafter there shall be provided a space sufficient to stack five (5) automobiles. — Complete (d) Parking requirements. Parking requirements shall be as provided in the Miami -Dade County Zoning Code, Section 33-124(1). (e) Classroom size. All spaces shall be calculated on the effective net area usable for instruction or general care of the group to be housed. This space shall not include kitchen areas, bathrooms, hallways, teachers' conference rooms, storage areas, or any other interior space that is not used for instruction, play or other similar activities. The minimum classroom space shall be determined by multiplying the maximum proposed number of pupils for attendance at any one (1) time by the minimum square footages, (1) through (4) below. Where a private educational facility is non -graded, calculations shall be based on the age level that corresponds to the grade level in the public school system. Where a school includes more than one (1) of the following categories, each category shall be individually computed: a. Day nursery and kindergarten, preschool and afterschool care, 35 square feet per pupil. b. Elementary (grades 1-6), 30 square feet per pupil. c. Junior high and senior high (grades 7-12), 25 square feet per pupil. Identify grades per classrooms on plan sheets in order for staff to verify the requirements as listed above. Article 5.5.4 — Parking Standards 1. Sheet SP - Provide full dimension of all drive isles 2. Provide typical dimension of parking space (Handicap Parking location?) 3. Provide screening of parking areas, example (Landscaping hedge provided) Article 5.5.6 — Landscape Standards 1. Provide landscape plans in accordance with Article 9 of the Miami 21 Code. Landscape development plan for the entire site listing quantities, size, and names of all plants in accordance with Article 9 of Miami 21 Code and Chapter and 18A of the Miami -Dade County Code. (Landscape Plans shall be prepared by a license landscape architect). Identify recreation area... Additional Comments: NA Brito Miami Private School 19-017 Page 3 of 6 Additional comments will be provided upon review of a detailed re -submittal. The City of Miami reserves the right to comment further on the project as details and/or explanations are provided and may revise previous comments based on additional information provided. *** Please note that the Planning and Zoning Department reviews Permit proposals based on Miami 21 Zoning Code and the Miami City Code of Ordinances. E. Nunez Brito Miami Private School 19-017 Page 4 of 6 EXHIBIT 11 a // Williams, James R (MIA - X27413) From: Nunez, Efren <EfrenNunez@miamigov.com> Sent: Monday, June 10, 2019 2:53 PM To: Williams, James R (MIA - X27413) Cc: Arias, Alejandro J (MIA - X27446) Subject: RE: Brito Miami Private School / 3030 SW 22 Street / City of Miami / Warrant/Exception Application / Folio No. 01-4116-009-0265 [External email] From: James.Williams@hklaw.com [mailto:James.Williams@hklaw.com] Sent: Tuesday, June 4, 2019 4:27 PM To: Nunez, Efren <EfrenNunez@miamigov.com> Cc: Alejandro.Arias@hklaw.com Subject: RE: Brito Miami Private School / 3030 SW 22 Street / City of Miami / Warrant/Exception Application / Folio No. 01-4116-009-0265 CAUTION: This is an email from an external source. Do not click links or open attachments unless you recognize the sender and know the content is safe. Efren, I hope you had a wonderful weekend. Thank you for providing us with your comments. I just have a couple of questions and comments I am hoping you could clarify for me regarding your review of the application: General Comment No. 1— "Provide approvals from Miami Dade County and City of Miami Transportation Departments" • We previously submitted the Traffic Study, which was submitted to Miami -Dade County, and the approval information we received by County Traffic Engineer, Mr. Samael Estevez, to Ms. Vega on April 17, 2019. Please see attachment labeled, "Stamped received Response Letter Submitted April 17, 2019." The Traffic Study that was submitted and approved by the County is within this attachment as Exhibit "B". Exhibit "C" of the attachment contains the screen shots that the County's Traffic Engineer sent us as verification of the Traffic Study's approval. In addition, I have also attached an email chain between Mr. Samael Estevez and our Traffic Engineer, which further verifies that those screen shots included in the response letter came straight from Mr. Samael Estevez himself, as I previously stated in the response letter. This is what the City required the Applicant to do in order to get the necessary Traffic approvals. NOTED General Comment No. 2 — "Plans shall be in accordance with applicable requirements of Article XA. —'Educational and Child Care Facilities, Nonpublic' of the Miami -Dade County Code" • Can you please clarify whether any changes still need to be made to the Childcare Checklist that we submitted on April 17, 2019. Please see Exhibit "E" in the attachment labeled, "Stamped received Response Letter Submitted April 17, 2019." Ms. Vega never issued any other comments after that submittal. I do not see any specific comments from you under this general comment. Is this just a standard statement that is usually included in your Review Report? Yes, Reference applicable code sections in the zoning data sheet. i General Comment No. 3 — "Provide BBL on both surveys" • This was already submitted to Ms. Vega on October 19, 2018, as evidenced by our response letter stamped received by the Zoning Department on October 19, 2018. Please see attachment labeled, "Stamped Received — Response Letter — Oct. 19. 2018." Please confirm whether you are able to obtain the submitted survey with the BBL marked on it from Ms. Vega. NOTED Basic Plan Information Comment Section Comment A(2) — "Maximum number of students to be served — identify on plan sheet / zoning data / per grades / chart" • Please clarify. Is there any specific language/specific location on the zoning legend, which is on the site plan sheet, where you would like us to include the maximum number of students (160)? Would you rather a separate box labeled "Zoning Data" on the site plan sheet, which would include the maximum number of enrolled students and list what grade levels would be offered? • What do you mean by "Chart"? Incorporate in zoning data sheet... see sample below as a guide. In your case break it down by grade level... OCCUPANT LOAD CHART ROOM NO. ROOM NAME USE 1 CLASSROOM 1 INFANTS 2 CLASSROOM 2 1-2 YEAR OLD 3 CLASSROOM 3 1-2 YEAR OLD 4 CLASSROOM 4 1.2 YEAR OLD 5 CLASSROOM 5 3-6 YEAR OLD 6 CLASSROOM 6 3-6 YEAR OLD 7 CLASSROOM 7 3-6 YEAR OLD 8 CLASSROOM 8 3-6 YEAR OLD 9 CLASSROOM 9 3-6 YEAR OLD 10 CLASSROOM 10 3-6 YEAR OLD I 1 ADMINISTRATION OFFICE -1st FLOOR TOTALS NUMBER Of STUDENTS 12 CHILDREN 23 ORLDREN 23 CHILDREN 26 CHILDREN 14 CHILDREN 15 QILDREN 14 CHILDREN 11 CHILDREN 29 CHILDREN 23 CHILDREN NUMBER Of TEACHERS 1 TEACHER 2 TEADIERS 2 TEADIERS 2 TEACHERS 2 TEACHERS 2 TEACHERS 1 TEACHER 1 TEACHER 2 TEAOIERS 2TFAOIERS 190 CHILDREN 17 TEACHERS NUMBER OF ADM. NUMBER OF MISC. STAFF S.F. S.F. CHILD PROVIDED REQUIRED 493 35 838 35 831 35 924 35 508 35 561 35 502 35 505 35 1,131 35 940 35 7,224 S.F PLAYGROUND CALCULATIONS PROPOSED NUMBER OF CHILDREN ENROLLED - 190 CHILDREN PER DCF INFANTS FROM 3 MONTHS TO 12 MONTHS DO NOT REQUIRE PLAYGROUND PER DCF ORDINANCE 7.5.03 OUTDOOR PLAY SPACE FOR 178 CHILDREN: 178 / 2 = 89 CHILDREN X 4S S.F. PER CHILD = 4,909 S.F. REQUIRED 4,225 S.F. PROVIDED KEYNOTE LEGEND: 0 1. EXIST. EXTERIOR CMU WALL TO BE PAINTED. 2. EXIST, STOREFRONT SYSTEM OR WINDOW UNIT TO REMAIN. 3. EXIST COVERED OUTDOOR AREA 3e. NEW S WIDE CONCRETE SIDEWALK. 4 ADA COMPLIANT UNISEX RESTROOM (CHILDREN). aa ADA COMPLIANT UNISEX RESTROOM (CHILDREN) WITH SHOWER. 5. ADA COMPLIANT UNISEX RESTROOM (ADULT). 6. ADA COMPLIANT VANITY. 7. DIAPER CHANGING STATION. 8 HAND SINK 9. INDOOR HI-10 DRINKING FOUNTAIN, 10. OUTDOOR HI1O DRINKING FOUNTAIN 11. JANITOR FLOOR SINK 12 NEW INTERIOR WALLS, 13, INSULATED. FOLDING CLASSROOM DIVIDER. 14. EGRESS STAIRS FROM SECOND FLOOR. THIS AREA TO REMAIN NON -OCCUPIABLE. FOR FUTURE USE ONLY, IF SECOND FLOOR IS UTILIZED AT A LATER DATE, USE 8 OCCUPANCY WILL BE PROCESSED BACK THROUGH THE 'EXCEPTION PROCEDURE' NO WORK WILL BE DONE IN THIS AREA, NO STAFF OR CHILDREN WILL USE THIS SPACE ON ANY CAPACITY. NOT A PART OF APPLICATION DOOR SCHEDULE Comment A(3) — "Maximum number of teachers and administrative and clerical personnel - identify on plan sheet / zoning data" • Again, please let me know if you want a separate box labeled "Zoning Data" added to the site plan, or if you would just rather have this information added to the zoning legend? Again, please let me know if there is any specific language you would like us to include. 2 SEE COMMENT ABOVE Comment A(6) — "Amount and location of exterior recreational/ lay total area in square footage — Identify Location" • Please confirm — Do you just want us to mark the green area between buildings (1) and (2) on the plans as the recreational/play area and provide you with that specific area's square footage. When we last met, you mentioned that this was what you wanted us to do, I just want to confirm that I understood that correctly. I remember you wanted the site plan to even reflect it as a play area for the younger children, so that they could stay on site. See sample below... yT blips/nliaini 11 uss•ukuskudcunirail•ID=160595 A 101 Sill I'LAKPdI- Internet Explore, P A• n O A 101 SITE PLAN pdl V2 LY. keen 1i ea' a Uwe" 1'e•n NAILING arCL401MK11 l'Aergee - loam, / bef0A31 &11111{o, 47.1. 11 leer. 1l uxK ROTS, Ire He N. tleeieAe•.+tW. 09310. 1C16 PAT RUED 23' N R7>tZ 7 PiE MIRY IFlI0 W UC 10000- -IST. dl VW. Err SOS OUNCE MAWS_ Annotate P,i.,. W'a Hla Redacl - Measure - Publish 0 usu. 1.tvWuer 2Seeen• uau naegl*FMCI1 tapWertr tsel apace /L010 s! N1/l e.• 411. s EXIST. BLDG. 61 2149 SW 13 AVE 1RBUIN d INFANTS] r Pnaun ua NOOe34 113"W 104.00' (R&M) esra.,.a.t arms..-swc A.A1. wesyel 'r'+a la Now ire H.Y= 1f.)fey..afsrl.a. e.er•Ch.aamps••'• pub% Ip tin...., S.W. 13th AVENUE 2I' A&'HAL T EXIST. BLDG. $ 2 1267SW22ST (anssaooµs) 1.1.1:SPItata•Ul coo10 PROP( Comment A(9) — "Days and hours of operation, weekly and annually — Missing" • Can this be provided in the form of a letter? Comment A(11) -- "Means of compliance with requirements by the City of Miami Fire Department, Miami -Dade County Department of Public Health, the Department of Health and Rehabilitative Services and an Federal or State re ulations applicable to the specific application — Provide note on plans" • How and where would you like us to provide this note on the plans? 3 Provide note on plans in the zoning data Sheet... "compliance with all applicable requirements by the City of Miami Fire Department, Miami -Dade County Department of Public Health, the Department of Health and Rehabilitative Services, and any Federal or State regulations at time of building permit." Article 5.5.6--Landscape Standards Section Comment 1— "Provide landscape plans in accordance with Article 9 of the Miami 21 Code. Landscape development plan for the entire site listing quantities, size, and names of all plants in accordance with Article 9 of Miami 21 Code and Chapter and 18A of the Miami -Dade County Code. (Landscape Plans shall be prepared by a license landscape architect). Identify recreation area" • Do you just want us to mark on the plans the green space area between Buildings 1 & 2 as "Recreation area"? If the City allows us to have some of the younger grades use that area as recreational space, we would not have an issue doing so. Please confirm this is the only change we need to make in connection to the landscape plans. YES see sample above... Could you please confirm when you would need to receive the updated plans and documents by in order for us to stay on track to make the July 315t hearing. As always, thank you so much for your time and review. YES, update plans required... Best, James Williams I Holland & Knight Associate Holland & Knight LLP 701 Brickell Avenue, Suite 3300 I Miami, FL 33131 Phone 305.789.7413 I Fax 305.789.7799 jarnes.wiiliams@hklaw.com I www.hklaw.com Add to address book 1 View r i o=essional bloAraohv Original Message From: Nunez, Efren <EfrenNunez@miamigov.cnm> Sent: Friday, May 31, 2019 7:06 PM To: Williams, James R (MIA - X27413) <James.WilliamsPhklaw.com> Subject: RE: Brito Miami Private School / 3030 SW 22 Street / City of Miami / Warrant/Exception Application / Folio No. 01-4116-009-0265 [External email] ********************************************************************** Good afternoon James: As discussed attached are staff comments... If you have any questions or concerns please feel free to contact me at 305.416.1402. Efren Nunez, Public Art Manager / Planner Planning Department Office: 305-4161402 Visit us at www.miamigov.com/planning. 4 Original Message From: James.Williams@hklaw.com [mailto:James.Williams@hklaw.com] Sent: Tuesday, May 28, 2019 11:40 AM To: Nunez, Efren <EfrenNunez@miamigov.com> Subject: Fwd: Brito Miami Private School / 3030 SW 22 Street / City of Miami / Warrant/Exception Application / Folio No. 01-4116-009-0265 CAUTION: This is an email from an external source. Do not click links or open attachments unless you recognize the sender and know the content is safe. Efren, I hope you had a wonderful Memorial Day weekend. I wanted to see if you had any status update on your review of the plans. I am really concerned we won't get these comments back in time to make the second hearing deadline in July that we discussed. Please advise. Best, James Williams Holland & Knight Associate Holland & Knight LLP 701 Brickell Avenue, Suite 3300 1 Miami, FL 33131<x-apple-data-detectors://6/1> Phone 305.789.7413<te1:305.789.7413> 1 Fax 305.789.7799<te1:305.789.7799> james.williams@hklaw.com<mailto:james.williams@hklaw.com> I www.hklaw.com<https://urldefense.proofpoint.com/v2/url?u=http- 3A www.hklaw.com_&d=DwIGaQ&c=gjoMo4NXMhIb6fFdj3Q8Cw&r=RklJpvAuOwbeKdDxvPPcsY8TD- bseQcDOREWHyEjKX4&m=aTCcui_wKIXh1zx3WzgFo9chMgQNgL4XXL0FFL8-4ow&s=mNOh9VUIQfgxnDDDLY- ITYFu4llsjg2giqNLeNIcHTM&e= > Add to address book<https://urldefense.proofpoint.com/v2/url?u=http-3A_www.hklaw.com_vcard.aspx-3Fuser- 3 Djawi#lia ms&d=DwIGaQ&c=gjoMo4NXMhIb6fFdj3Q8Cw&r=RkIJpvAuOwbeKdDxvPPCsYBTD- bseQcDOREW I-IyEjKX4&m=aTCcui_wKIXhlzx3WzgFo9chMgQNgL4XXLOFFLB- 4ow&s=GjrwvYid_OQdWiOtp744gySjAKwGrgv1GeQcKH3hOGA&e= > View professional 5 biography<https://urldefense.proofpoint.com/v2/url?u=http- 3Awww.hklaw.com_id77_biosjawilliams&d=DwIGaQ&c=gjoMo4NXMhib6fFdj3Q8Cw&r=RklJpvAuOwbeKdDxvPPcsYBT D-bseQcDOREWHyEjKX4&m=aTCcui_wKIXh1zx3WzgFo9chMgQNgL4XXL0FFL8- 4ow&s=zwEyUhDQgN5yym58UrFMrLtU_Ns8RTI EQ4DcYdv-3iU&e= > Begin forwarded message: From: "Williams, James R (MIA - X27413)" <James.Williams@hklaw.com<mailto:James.Williams@hklaw.com» Date: May 23, 2019 at 1:58:18 PM EDT To: "Efren Nunez (EfrenNunez@miamigov.com<mailto:EfrenNunez@miamigov.com>)" <EfrenNunez@miamigov.com<mailto:EfrenNunez@miamigov.com» Cc: "Arias, Alejandro J (MIA - X27446)" <Alejandro.Arias@hklaw.com<mailto:Alejandro.Arias@hklaw.com» Subject: FW: Brito Miami Private School / 3030 SW 22 Street / City of Miami / Warrant/Exception Application / Folio No. 01-4116-009-0265 Efren, I hope all is well. Just wanted to follow up with you on where you are at with the review of the plans. I hope you have a great day. Best, James Williams I Holland & Knight Associate Holland & Knight LLP 701 Brickell Avenue, Suite 3300 I Miami, FL 33131 Phone 305.789.7413 I Fax 305.789.7799 6 james.williams@hklaw.com<mailto:james.williams@hklaw.com> www.hklaw.com<https://urldefense.proofpoint.com/v2/url?u=http- 3Awww.hklaw.com_&d=DwIGaQ&c=gjoMo4NXMhlb6fFdj3Q8Cw&r=RklJpvAuOwbeKdDxvPPcsY8TD- bseQcDOREWHyEjKX4&m=aTCcui_wKIXh1zx3WzgFo9ch MgQNgL4XXL0FFL8-4ow&s=mNOh9VUIQfgxnDDDLY- ITYFu4llsjg2giqNLeNIcHTM&e= > Add to address book<https://urldefense.proofpoint.com/v2/url?u=http-3A_www.hklaw.com_vcard.aspx-3Fuser- 3Djawilliams&d=DwIGaQ&c=gjoMo4NXMhlb6fFdj3Q8Cw&r=RklJpvAuOwbeKdDxvPPcsY8TD- bseQcDOREWHyEjKX4&m=aTCcui_wKIXh1zx3WzgFo9chMgQNgL4XXL0FFL8- 4ow&s=GjrwvYid_OQdWiOtp744gySjAKwGrgv1GeQcKH3hOGA&e= > I View professional biography<https://urldefense.proofpoint.com/v2/url?u=http- 3Awww.hklaw.com_id77_biosjawilliams&d=DwIGaQ&c=gjoMo4NXMhlb6fFdj3Q8Cw&r=RklJpvAuOwbeKdDxvPPcsYBT D-bseQcDOREWHyEjKX4&m=aTCcui_wKIXh1zx3WzgFo9chMgQNgL4XXLOFFL8- 4ow&s=zwEyUhDQgN5yym58UrFMrLtU_Ns8RTIEQ4DcYdv-3iU&e= > From: Williams, James R (MIA - X27413) <James.Williams@hklaw.com<mailto:James.Williams@hklaw.com» Sent: Monday, May 20, 2019 8:08 PM To: efrennunez@miamigov.com<mailto:efrennunez@miamigov.com> Cc: Arias, Alejandro J (MIA - X27446) <Alejandro.Arias@hklaw.com<mailto:Alejandro.Arias@hklaw.com» Subject: Re: Brito Miami Private School / 3030 SW 22 Street / City of Miami / Warrant/Exception Application / Folio No. 01-4116-009-0265 Efren, I hope all is well. We didn't hear back from you on the comments today. When do you think we will have them ready by? We just don't want any time to slip by. On this case, every second is precious. We really need to make that Friday deadline. Best, James Williams I Holland & Knight Associate Holland & Knight LLP 701 Brickell Avenue, Suite 3300 I Miami, FL 33131<x-apple-data-detectors://6/1> 7 Phone 305.789.7413<te1:305.789.7413> 1 Fax 305.789.7799<te1:305.789.7799> james.williams@hklaw.com<mailto:james.williams@hklaw.com> 1 www.hklaw.com<https://urldefense.proofpoint.com/v2/url?u=http- 3Awww.hklaw.com_&d=DwIGaQ&c=gjoMo4NXMhIb6fFdj3Q8Cw&r=RklJpvAuOwbeKdDxvPPcsY8TD- bseQcDOREWHyEjKX4&m=aTCcui_wKIXh1zx3WzgFo9chMgQNgL4XXL0FFL8-4ow&s=m NOh9VUIQfgxnDDDLY- ITYFu4IIsjg2gigNLeNIcHTM&e= > Add to address book<https://urldefense.proofpoint.com/v2/url?u=http-3A_www.hklaw.com_vcard.aspx-3Fuser- 3Djawilliams&d=DwIGaQ&c=gjoMo4NXMhIb6fFdj3Q8Cw&r=RklJpvAuOwbeKdDxvPPcsY8TD- bseQcDOREWHyEjKX4&m=aTCcui_wKIXh1zx3WzgFo9chMgQNgL4XXL0FFL8- 4ow&s=GjrwvYid_OQdWiOtp744gySjAKwGrgv1GeQcKH3h0GA&e= > 1 View professional biography<https://urldefense.proofpoint.com/v2/url?u=http- 3A_www.hklaw.com_id77_biosjawilliams&d=DwIGaQ&c=gjoMo4NXMhIb6fFdj3Q8Cw&r=RklJpvAuOwbeKdDxvPPcsY8T D-bseQcDOREWHyEjKX4&m=aTCcui_wKIXh1zx3WzgFo9chMgQNgL4XXL0FFL8- 4ow&s=zwEyUhDQgN5yym58UrFMrLtU_Ns8RTIEQ4DcYdv-3iU&e= > On May 20, 2019, at 11:56 AM, Williams, James R (MIA - X27413) <James.Williams@hklaw.com<mailto:James.Williams@hklaw.com» wrote: Efren, Attached please find the following: The last resubmittal letter that specifically references the last set of revised plans that were submitted. We have submitted other response letters after that addressing comments, but they were not in connection to the revising of any plans. Latest site plan (Dated 1.13.19). Latest landscape plans (Submitted on 1.22.19.) 8 Thank you so much for meeting with me earlier and giving me your feedback and comments. Also, thank you for agreeing to review these plans and to provide us with comments today. As previously discussed, I will be sending you a follow up email recapping our meeting and the necessary steps we must take to accomplish everything by Friday. Best, James Williams I Holland & Knight Associate Holland & Knight LLP 701 Brickell Avenue, Suite 3300 I Miami, FL 33131 Phone 305.789.7413 I Fax 305.789.7799 james.williams@hklaw.com<mailto:james.williams@hklaw.com><mailto:james.williams@hklaw.com> www.hklaw.com<https://urldefense.proofpoint.com/v2/url?u=http- 3A www.hklaw.com&d=DwIGaQ&c=gjoMo4NXMhlb6fFdj3Q8Cw&r=RklJpvAuOwbeKdDxvPPcsYBTD- bseQcDOREWHyEjKX4&m=aTCcui_wKIXhlzx3WzgFo9chMgQNgL4XXL0FFL8-4ow&s=9FjR062TXKCPfUYg5K7Lpx- Mhwrl911Cmyfxpf5z-14&e= ><https://urldefense.proofpoint.com/v2/url?u=http- 3Awww.hklaw.com_&d=DwIGaQ&c=gjoMo4NXMhlb6fFdj3Q8Cw&r=RklJpvAuOwbeKdDxvPPcsY8TD- bseQcDOREWHyEjKX4&m=aTCcui_wKlXhlzx3WzgFo9chMgQNgL4XXL0FFL8-4ow&s=mNOh9VUIQfgxnDDDLY- ITYFu4lIsjg2gigNLeNIcHTM&e= > Add to address book<https://urldefense.proofpoint.com/v2/url?u=http-3A_www.hklaw.com vcard.aspx-3Fuser- 3Djawilliams&d=DwIGaQ&c=gjoMo4NXMhlb6fFdj3Q8Cw&r=RklJpvAuOwbeKdDxvPPcsY8TD- bseQcDOREWHyEjKX4&m=aTCcui_wKlXhlzx3WzgFo9chMgQNgL4XXL0FFL8- 4ow&s=GjrwvYid_OQdWiOtp744gySjAKwGrgv1GeQcKH3hOGA&e= > I View professional biography<https://urldefense.proofpoint.com/v2/url?u=http- 3A_www.hklaw.com_id77_biosjawillia ms&d=DwIGaQ&c=gjoMo4NXMhlb6fFdj3Q8Cw&r=RklJpvAuOwbeKdDxvPPcsYBT D-bseQcDOREWHyEjKX4&m=aTCcui_wKIXhlzx3WzgFo9chMgQNgL4XXLOFFLB- 4ow&s=zwEyUhDQgN5yym58UrFMrLtU_Ns8RTI EQ4DcYdv-3iU&e= > From: Williams, James R (MIA - X27413) Sent: Monday, May 06, 2019 3:01 PM To: 'efrennunez@miamigov.com<mailto:efrennunez@miamigov.com>' <efrennunez@miamigov.com<mailto:efrennunez@miamigov.com» Subject: FW: Brito Miami Private School / 3030 SW 22 Street / City of Miami / Warrant/Exception Application / Folio No. 01-4116-009-0265 9 Good afternoon, I just wanted to follow up on my email below. Would you happen to know the status of the review? Best, James Williams I Holland & Knight Associate Holland & Knight LLP 701 Brickell Avenue, Suite 3300 I Miami, FL 33131 Phone 305.789.7413 I Fax 305.789.7799 james.williams@hklaw.com<mailto:james.williams@hklaw.com><mailto:james.williams@hklaw.com> www.hklaw.com<https://urldefense.proofpoint.com/v2/url?u=http- 3A www.hklaw.com&d=DwIGaQ&c=gjoMo4NXMhlb6fFdj3Q8Cw&r=RklJpvAuOwbeKdDxvPPcsY8TD- bseQcDOREWHyEjKX4&m=aTCcui_wKIXh1zx3WzgFo9chMgQNgL4XXL0FFL8-4ow&s=9FjR062TXKCPfUYg5K7Lpx- M hwr1911Cmyfxpf5z-14&e= ><https://urldefense. proofpoint.com/v2/url?u=http- 3A_www.hklaw.com_&d=DwIGaQ&c=gjoMo4NXMhlb6fFdj3Q8Cw&r=RklJpvAuOwbeKdDxvPPcsY8TD- bseQcDOREWHyEjKX4&m=aTCcui_wKIXh1zx3WzgFo9chMgQNgL4XXL0FFL8-4ow&s=mNOh9VUIQfgxnDDDLY- ITYFu4llsjg2giqNLeNIcHTM&e= > Add to address book<https://urldefense.proofpoint.com/v2/url?u=http-3Awww.hklaw.com_vcard.aspx-3Fuser- 3Djawilliams&d=DwIGaQ&c=gjoMo4NXMhlb6fFdj3Q8Cw&r=RklJpvAuOwbeKdDxvPPcsY8TD- bseQcDOREWHyEjKX4&m=aTCcui_wKIXh1zx3WzgFo9chMgQNgL4XXL0FFL8- 4ow&s=GjrwvYid_OQdWiOtp744gySjAKwG rgv1GeQcKH3h0GA&e= > I View professional biography<https://urldefense.proofpoint.com/v2/url?u=http- 3A_www.hklaw.com_id77_biosjawilliams&d=DwIGaQ&c=gjoMo4NXMhlb6fFdj3Q8Cw&r=RklJpvAuOwbeKdDxvPPcsY8T D-bseQcDOREWHyEjKX4&m=aTCcui_wKIXh1zx3WzgFo9chMgQNgL4XXL0FFL8- 4ow&s=zwEyUhDQgN5yym58UrFMrLtU_Ns8RTIEQ4DcYdv-3iU&e= > From: Williams, James R (MIA - X27413) Sent: Wednesday, May 01, 2019 1:09 PM To: 'efrennunez@miamigov.com<mailto:efrennunez@miamigov.com>' <efrennunez@miamigov.com<mailto:efrennunez@miamigov.com><mailto:efrennunez@miamigov.com» 10 Subject: Brito Miami Private School / 3030 SW 22 Street / City of Miami / Warrant/Exception Application / Folio No. 01- 4116-009-0265 Good afternoon Mr. Nunez, I hope all is well. I wanted to just drop you an email with my information in connection to the project referenced above. Yaremy Vega had mentioned you were the reviewer assigned to this application from the Land Development Department. I just wanted to reach out to see if you had any idea of when we could expect the review to be completed. We originally filed this application in early September and are eager to get to a point where we can get scheduled for hearing. Please do not hesitate to reach out to me if there is anything I can do to help speed up the review or make your review of the application easier and quicker by providing you with additional information. I hope you have a wonderful day. Best, James Williams I Holland & Knight Associate Holland & Knight LLP 701 Brickell Avenue, Suite 3300 I Miami, FL 33131 Phone 305.789.7413 I Fax 305.789.7799 james.williams@hklaw.com<mailto:fames.williams@hklaw.com><mailto:james.williams@hklaw.com> www.hklaw.com<https://urldefense.proofpoint.com/v2/url?u=http- 3Awww.hklaw.com&d=DwIGaQ&c=gjoMo4NXMhIb6fFdj3Q8Cw&r=RklJpvAuOwbeKdDxvPPcsY8TD- bseQcDOREWHyEjKX4&m=aTCcui_wKIXh1zx3WzgFo9chMgQNgL4XXL0FFL8-4ow&s=9FjR062TXKCPfUYg5K7Lpx- M hwr19l1Cmyfxpf5z-14&e= ><https://urldefense.proofpoint.com/v2/url?u=http- 3A_www.hklaw.com_&d=DwIGaQ&c=gjoMo4NXMhIb6fFdj3Q8Cw&r=RklJpvAuOwbeKdDxvPPcsY8TD- bseQcDOREWHyEjKX4&m=aTCcui_wKIXh1zx3WzgFo9chMgQNgL4XXL0FFL8-4ow&s=mNOh9VUIQfgxnDDDLY- ITYFu4llsjg2giqNLeNIcHTM&e= > Add to address book<https://urldefense.proofpoint.com/v2/urI?u=http-3A_www.hklaw.com_vcard.aspx-3Fuser- 3Djawilliams&d=DwIGaQ&c=gjoMo4NXMhIb6fFdj3Q8Cw&r=liklJpvAuOwbeKdDxvPPcsY8TD- bseQcDOREWHyEjKX4&m=aTCcui_wKIXhlzx3Wzq Fo9chMgQNgL4XXLOFFL8- 4ow&s=GjrwvYid_OQdWiOtp744gySjAKwGrgv1GeQcKH3hOGA&e= > j View professional 11 biography<https://urldefense.proofpoint.com/v2/url?u=http- 3Awww.hklaw.com_id77_biosjawilliams&d=DwIGaQ&c=gjoMo4NXMh1b6fFdj3Q8Cw&r=RklJpvAuOwbeKdDxvPPcsY8T D-bseQcDOREWHyEjKX4&m=aTCcui_wKIXh1zx3WzgFo9chMgQNgL4XXLOFFLB- 4ow&s=zwEyUhDQgN5yym58UrFMrLtU_Ns8RTIEQ4DcYdv-3iU&e= > <Jan. 22, 2019 Resubmittal Letter.pdf> <Latest Site Plans.pdf> <Landscape Plans.pdf> NOTE: This e-mail is from a law firm, Holland & Knight LLP ("H&K"), and is intended solely for the use of the individual(s) to whom it is addressed. If you believe you received this e-mail in error, please notify the sender immediately, delete the e-mail from your computer and do not copy or disclose it to anyone else. If you are not an existing client of H&K, do not construe anything in this e-mail to make you a client unless it contains a specific statement to that effect and do not disclose anything to H&K in reply that you expect it to hold in confidence. If you properly received this e-mail as a client, co -counsel or retained expert of H&K, you should maintain its contents in confidence in order to preserve the attorney - client or work product privilege that may be available to protect confidentiality. 12 b EXHIBIT o • COMPLETED BY APPLICANT R•L, G SHEET PERSON DELIVERING PLANS (DROP-OFF) ITTft .3. 'pairiti.e8 ii/(10.n4rr. 4kc:4 " 7t/73 (365)7fCci— 7Y`/C 7WPA1:31'E NUMB" • PROJECT NAME . P'R O. iSC T A 0 0.11:1-3 5 ,.. ....„....t. t. ., ,, • -_.- ii i. P R.OtESS 'N,UtA 8 Ei.•:,.. .± . . tn • -,:.^ 15 .. SJ ac2Ad s--1-reef- REQUEST / REASON MUST ACCOMPANU FLANS: LETTER OF INTENT AND BASE BUILDING IN BE MARKED ON SURVEY BY PUBLC WORKS ALCOHOL RESEVATION .1 WARRANT i It_ . 1 .• "VAIVC2 11 IEXCE?TION ' IMPACT FEES ^ ^ • VAR:ANCE DRY RUN COVENANTS • F 1 UNITY OF TITLE 1, Li_ • < • 1 ESUSMITTAL ± Li' CD 71- 1 OTHER 1 C±±„TE/Thk5E I a_ • a PLAN-TRACK1NG (PERSON ACCEETIMG PLANS) FLANS -LOG -OUT (PERSON FIC.KIMG-UP PLANS) NAME DATE TEL EFHONF. NUP,I.SER With Comments LL Tolland & Knight 701 Brickell Avenue, Suite 3300 I Miami, FL 33131 I T 305.374.8500 I F 305.789.7799 Holland & Knight LLP 1 www.hklaw.com VIA HAND DELIVERY April 16, 2019 James R. Williams Jr. 305-789-7413 james.williams@hklaw.com Mr. Francisco Garcia Planning Director City of Miami 444 S.W. 2 Avenue, 3rd Floor Miami, Florida 33130 Re: City of Miami / 3030 SW 22 Street / Prointer Corp. / Folio No. 01-4116-009- 0265 / Warrant & Exception Applications to Allow a Primary and Secondary School / Response Letter to Comments Provided March 5, 2019 Dear Mr. Garcia: This firm represents Prointer Corp. (the "Owner"), the owner of the approximately 0.9 acre property located at 3030 SW 22 Street, further identified by Miami -Dade County Folio No. 01- 4116-009-0265 (the "Property"), in the City of Miami (the "City"); and pursuant to the Warrant and Exception applications to allow a primary and secondary school. The purpose of this letter is to specifically address your comments dated March 05, 2019, and as set forth in Exhibit "A", more specifically: 1. Based on the requirements in the provided childcare list, please provide us with a traffic study. This study shall be given to Miami -Dade County as well as City of Miami. Please contact Samael L. Estevez-Infante at sestevez@miamigov.com from the Department of Transportation and Jon Orue, at jon.orue@miamidade.gov from Miami -Dade County Transportation and Public Works Department. Please see the Traffic Study that was already submitted to both the City and Miami - Dade County. Please see Exhibit "W'. In addition, we asked Samael Estevez (see contact information below) to provide us with screen shots of the County's review indicating they were satisfied with the Traffic Study that was submitted. Please see Exhibit "C". Please feel free to reach out to him with any questions you may have or if you would like further verification. Samael L. Estevez, P.E. Professional Engineer Department of Transportation and Public Works Traffic Engineering Division 111 NW 1st Street, Suite 1510, Miami, Florida 33120-1900 Ph. (305) 375-1282 I Fax (305) 372-6064 www.miamidade.gov "Delivering Excellence Every Day" 2. The application and plans shall also be submitted to Miami Dade County. The county will communicate directly with us. This has already been completed. Please see our response to comment one. 3. Based on the requirements in the provided childcare list, the required and provided outdoor recreation square footage are not the same. How is this going to be mitigated? Do you have a lease agreement with a near -by park? The Applicant has a lease with Coral Baptist Church to use their outdoor recreation space at their property located at 2732 SW 32 Avenue. Please see Exhibit "D". 4. Based on the requirements in the provided childcare list, the required and provided amount of trees are not the same. How is this going to be mitigated? Please see the revised Childcare Checklist with the corrected landscaping information. Please see Exhibit "E". 5. For parking requirements, would you specify how many teachers will be for junior high? How many for elementary? Please see the letter from the school with the anticipated total amount of employed teachers and an overview of their class teaching schedules. Please see Exhibit "F". Thank you for your help and consideration, should you have any questions or require additional information, please do not hesitate to contact me directly at 305-789-7413. Respectfully yours, HOLLAND & KN. James R. Williams Jr., Esq. Enclosures Cc: Alejandro Arias, Esq. 2 N67160056 v1 EXHIBIT "A Williams, James R (MIA - X27413) From: Williams, James R (MIA - X27413) Sent: Tuesday, March 26, 2019 12:26 PM To: Vega, Yaremy Cc: Arias, Alejandro J (MIA - X27446) Subject: RE: 3030 SW 22nd St. - Exception/warrant - Traffic Study - Revised Childcare Checklist - . Amount of Teachers Letter Attachments: Brito School Traffic Impact Study - FINAL.PDF; Miami -Dade Screen Shot of Brito Traffic Study (1 of 2).png; Miami -Dade Screen Shot of Brito Traffic Study APPROVAL (2 of 2).png; Childcare Checklist (2).pdf; Amount of Teachers Letter.pdf Yaremy, I hope all is well. I have attached the following documents you requested. Please let me know if the documents attached will be sufficient to continue with the application. Traffic Study: I have gone ahead and attached the Traffic Study that the Applicant submitted to the County. In addition, we asked Samael Estevez (see contact information below) to provide us with a screen shot of their review indicating they were satisfied with the Traffic Study that was submitted. Please see screen shots attached. Please feel free to reach out to him with any questions or if you would like verification. Samael L. Estevez, P.E. Professional Engineer Department of Transportation and Public Works Traffic Engineering Division 111 NW 1t Street, Suite 1510, Miami, Florida 33120-1900 Ph. (305) 375-1282 I Fax (305) 372-6064 www,miamidade.gov "Delivering Excellence Every Day" ChildCare Checklist: Attached please find the revised childcare checklist with the requested and corrected landscape criteria. All of this information was provided by our landscape architect. Number of Expected Teachers at the School: Attached please find a letter from the Applicant with the expected number of teachers to be employed by the school. Please let me know if you have any more questions or comments. If you are satisfied with this information, what can we expect moving forward in terms of next steps? As always, thank you for your time, efforts, and help! Best, James Williams I Holland & Knight Associate Holland & Knight LLP 701 Brickell Avenue, Suite 3300 I Miami, FL 33131 1 Phone 305.789.7413 Fax 305.789.7799 lames.williams@hklaw.com I www.hklaw.com Add to address book I View professional b ograuhv From: Vega, Yaremy [mailto:YVega@miamigov.com] Sent: Friday, March 08, 2019 10:03 AM To: Williams, James R (MIA - X27413) <James.Williams@hklaw.com> Cc: Arias, Alejandro J (MIA - X27446) <Alejandro.Arias@hklaw.com> Subject: RE: 3030 SW 22nd St. - Exception/warrant Good morning James; Below please find the answers to your questions: 1) Are all of these comments you just provided for this last resubmittal or are these comments solely relating to the land development meeting you just had? Yes, and I apologize for the delay. 2) I have been previously told by the client that a Traffic Study was already provided to the City and County and that it was approved. I have requested the confirmation of this from the Traffic Engineer. The study is not in the documents provided, please provide this document. 3) The Applicant has a lease (attached) with Coral Baptist Church to use the outdoor recreation space at the their property located at 2732 SW 32 Avenue. Thank you 4) On the last submittal, we submitted the landscape plans. It seems that that the childcare checklist was off by 3 trees.. Meaning, that the total number of tree required per net acre should be 22 trees as sited in the landscape plans, not 25 trees. As you can see in the landscape legend under "Trees", we will be meeting the required amount of trees per code. Would you need us to update this on the childcare checklist? Yes, please. 5) I will have the number of teachers you asked for to you shortly. I am having the Applicant provide me a brief explanation of the amount of teachers, because some elementary school teachers also teach some of the junior high classes. Thus, the parking per teacher is not technically one parking spot per teacher of a class. Thank you Please let me know should you have any questions. l 11111 Wiest i. R�,� Yare Vega-DeBenito Zoning Plans Processor The Office of Zoning 444 SW 2th Ave — 2"d Floor Phone — (305) 416 —1435 Learn how to create and use OAS and ProjectDox Application! • Login to OAS O Video 1: Creating a Special Permit Account (OAS Account) • Video 2: Completing a Special Permit Application (OAS Application) • OAS Class: See schedule and register at Everitbrite (cityofmiami.eventbrite.com) • Get the OAS User's Guide — step-by-step guidance on navigating OAS 2 • Get the ProectDox Guide — step-by-step guidance on navigating ProjectDox Standard Naming Convention for Drawings & Documents From: James.Williams(ahklaw.corn (mailto:James.WilliamsCc hl€law.coml Sent: Tuesday, March 5, 2019 6:17 PM To: Vega, Yaremy <YVega@miamigov.com> Cc: Aiejandro.AriasPhklaw.com Subject: RE: 3030 SW 22nd St. - Exception/warrant CAUTION: This is an email from an external source. Do not click links or open attachments unless you recognize the sender and know the content is safe. Yaremy, Thank you for your email. I just have a couple of questions and comments: 1) Are all of these comments you just provided for this last resubmittal or are these comments solely relating to the land development meeting you just had? 2) I have been previously told by the client that a Traffic Study was already provided to the City and County and that it was approved. I have requested the confirmation of this from the Traffic Engineer. 3) The Applicant has a lease (attached) with Coral Baptist Church to use the outdoor recreation space at the their property located at 2732 SW 32 Avenue. 4) On the last submittal, we submitted the landscape plans. It seems that that the childcare checklist was off by 3 trees. Meaning, that the total number of tree required per net acre should be 22 trees as sited in the landscape plans, not 25 trees. As you can see in the landscape legend under "Trees", we will be meeting the required amount of trees per code. Would you need us to update this on the childcare checklist? 5) I will have the number of teachers you asked for to you shortly. I am having the Applicant provide me a brief explanation of the amount of teachers, because some elementary school teachers also teach some of the junior high classes. Thus, the parking per teacher is not technically one parking spot per teacher of a class. I hope you have a great night. Thank you in advance for your time. Best, James Williams 1 Holland & Knight Associate Holland & Knight LLP 701 Brickell Avenue, Suite 3300 I Miami, FL 33131 Phone 305.789.7413 I Fax 305.789.7799 Iarnes.williams@hklaw.cam I www.hklaw.com Add to address book I View professional giopraohv ----Original Message ---- From: Vega, Yaremy [Jiailto:YVegaimlamigov.cornl Sent: Tuesday, March 05, 2019 4:08 PM 3 To: Williams, James R (MIA - X27413) <,Iames.Wiiliams@hkiaw.cam> Subject: RE: 3030 SW 22nd St. - Exception/warrant Good afternoon James; After further review with Land Development, please note the following: 1. Based on the requirements in the provided childcare list, please provide us with a traffic study. This study shall be given to Miami -Dade County as well as City of Miami. Please contact Samael L. Estevez-Infante at sestevez@miamigov.com from the Department of Transportation and Jon Orue at jon.orue@miamidade.gov from Miami -Dade County Transportation and Public Works Department. 2. The application and plans shall also be submitted to Miami Dade County. The county will communicate directly with us. 3. Based on the requirements in the provided childcare list, the required and provided outdoor recreation square footage are not the same. How is this going to be mitigated? Do you have a lease agreement with a near -by park? 4. Based on the requirements in the provided childcare list, the required and provided amount of trees are not the same. How is this going to be mitigated? 5. For parking requirements, would you specify how many teachers will be for junior high? How many for elementary? Please let me know should you have any questions. Yare Vega-DeBenito Zoning Plans Processor The Office of Zoning 444 SW 2th Ave - 2nd Floor Phone - (305) 416 -1435 Learn how to create and use OAS and ProjectDox Application! . Login to OAS . Video 1: Creating a Special Permit Account (OAS Account) . Video 2: Completing a Special Permit Application (OAS Application) . C)AS Class: See schedule and register at Eventbrite (cityofmiami.eventbrite.com) , Get the OAS User's Guide - step-by-step guidance on navigating OAS . Get the ProjectDox Guide - step-by-step guidance on navigating ProjectDox Standard Naming Convention for Drawings & Documents — —Original Message From: James.Williams@hklaw.com[mailto:James.Williams@hklaw.com] Sent: Friday, March 1, 2019 2:09 PM To: Vega, Yaremy <YVega@miamigay.com> Subject: RE: 3030 SW 22nd St. - Exception/warrant CAUTION: This is an email from an external source. Do not click links or open attachments unless you recognize the sender and know the content is safe. Yaremy, I hope you are having a great Friday. 1 just wanted to check in and see how the meeting went. 4 Best, James Williams I Holland & Knight Associate Holland & Knight LLP 701 Brickell Avenue, Suite 3300 I Miami, FL 33131 Phone 305.789.7413 I Fax 305.789.7799 james.williams@hklaw.com www.hklaw.com Add to address book I View professional biography Original Message From: Williams, James R (MIA - X27413) Sent: Tuesday, February 26, 2019 11:34 AM To: 'Vega, Yaremy' <YVega@miamigov.com> Subject: RE: 3030 SW 22nd St. - Exception/warrant Fantastic, thank you so much for the update. As always, we appreciate your time, efforts, and consideration. Best, James Williams Holland & Knight Associate Holland & Knight LLP 701 Brickell Avenue, Suite 3300 I Miami, FL 33131 Phone 305.789.7413 I Fax 305.789.7799 james.williams@hklaw.com I www.hklaw.com Add to address book I View professional biography Original Message From: Vega, Yaremy [mailto:YVega@miamigov.com] Sent: Tuesday, February 26, 2019 11:32 AM To: Williams, James R (MIA- X27413) <James.Williams@hklaw.com> Subject: RE: 3030 SW 22nd St. - Exception/warrant Good morning James; I am having a meeting tomorrow with Land Development department to go over the parking requirements vs. the existing conditions for this site based on the proposed amount of high schoolers. I will keep you posted of the outcome. Yare Vega-DeBenito Zoning Plans Processor The Office of Zoning 444 SW 2th Ave - 2nd Floor Phone - (305) 416 - 1435 Original Message From: James.Wiltiams@hklaw.com[mailto:James.Williams@hklaw.com] Sent: Friday, February 22, 2019 8:01 PM To: Vega, Yaremy <YVega@miamigov.com> Subject: Re: 3030 SW 22nd St. - Exception/warrant 5 EXHIBIT PrO Brito Mia Private School raffIc]rnpact Study 298 f1 SW 2 2ndSTREET jarnio FL 3 1 5-- 34 Brito Miami Private School Traffic Impact Study TRAFFIC IMPACT STUDY Study Location Brito Miami Private School 2980 SW 22 STREET Miami, FL 33145-3343 July 2018 Brlto Miami Private School Traffic impact Study Brito Miami Private School Traffic impact Study TABLE OF CONTENTS i 1. EXECUTIVE SUMMARY — 2 INTRODUCTION 21Study Objective 2 22Study Approach , ` _ 3 EXISTING CONDITIONS 31 Existing Site Description _ 3��xAnoa — — �� , — � '— � 2� 4 3.3Traffic Data Collection - Existing Traffic Volumes _ 3.4 E�sbngConddionaOpe�Uono|Analysis _ 7 4 PROJECT TRAFFIC _ 4.1 Proposed Site DeaohpUon—. 42Trip Generation 9 43Tr�D�t Distribution �- ` ` . ` _ � �1 5 PROPOSED CONDITIONS 11 51 Proposed � _ � 12 52P �nndd�nsAo�ya� '� . � —'—� 14 53�uou�Ano�a� � 15 G CONCLUSION ' A APPENDIX A — METHODOLOGY LETTER APPENDIX B—RAW TRAFFIC DATA — C APPENOCKC—FDOTGENERAL|ZEDUOSTABLEG APPENDIX D—GYNCHROAND HCSREPORTS` , — E APPENDIX E—S|GNALTlM|NG INFORMATION _ APPENDIX F—TRAFF|C CIRCULATION PATH APPENDIX G—TRIP {�ENERATON INFORMATION FOR LAND USE CODE S38 ' " ' H APPENDIX H—SURROGATE SCHOOL TRAFFIC DATA _ | APPENDIX |-77\ZINFORMATION J APPENDIX J—SURROGATE SCHOOL QUEUE DATA arito Miami private School Traffic impact Study Brito Miami Private School Traffic Impact Study LIST OF FIGURES FIGURE 1: PROPOSED SCHOOL SITE 2 FIGURE 2: EXISTING CONDITIONS SITE PLAN 3 FIGURE 3: EXISTING AM PEAK HOUR VOLUMES 4 FIGURE 4: PROPOSED CONDITIONS SITE PLAN 7 FIGURE 5: OUR LADY OF CHARITY SCHOOL LOCATION 9 FIGURE 6: AM PEAK HOUR TRIP DISTRIBUTION 10 FIGURE 7: PROPOSED CONDITIONS AM PEAK HOUR VOLUMES - 12 LIST OF TABLES TABLE 1: EXISTING TWO-WAY AM PEAK HOUR ROADWAY SEGMENT LOS SUMMARY 5 TABLE 2: EXISTING AM DIRECTIONAL PEAK HOUR ROADWAY SEGMENT LOS SUMMARY 5 TABLE 3: EXISTING AM PEAK HOUR INTERSECTION LOS SUMMARY 6 TABLE 4: ITE TRIP GENERATION 8 TABLE 5: ESTIMATED VEHICLE TRIPS USING SURROGATE SCHOOL 9 TABLE 6: CARDINAL DIRECTIONAL DISTRIBUTION 10 TABLE 7: TRIP DISTRIBUTION TO EXISTING ROADWAY NETWORK 10 TABLE 8: TWO-WAY AM PEAK HOUR PROPOSED VOLUMES 11 TABLE 9: DIRECTIONAL AM PEAK HOUR PROPOSED VOLUMES 11 TABLE 10: PROPOSED CONDITIONS TWO-WAY AM PEAK HOUR LOS — SEGMENT/LINKS 12 TABLE 11: PROPOSED CONDITIONS TWO-WAY AM PEAK HOUR LOS — SEGMENT/LINKS 13 TABLE 12: PROPOSED CONDITIONS AM PEAK HOUR LOS - INTERSECTIONS 13 8rito Miami Private School Traffic Impact Study Page ii Brito Miami Private School Traffic Impact Study ENGINEER'S CERTIFICATION I, Revocatus Kanilwa, PE, with Florida PE No. 68543 certify that I currently hold an active Professional Engineer's License in the State of Florida and I am competent through education or experience to provide engineering services in the civil and traffic engineering disciplines contained in this report. I further certify that this report was prepared by me or under my responsible charge as defined in Chapter 61G15-18.001 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: TRAFFIC IMPACT STUDY BRITO MIAMI PRIVATE SCHOOL 2980 SW 22ND STREET MIAMI, FL 33145-3343 `�‘,0% lII111fffl/ °NT US *�s�_ �y Revocatus Kan% I .12TS, Florida Registration i-'.t .Ii'j9. 8543 C. H. Perez & Associates Consulting Engineers, Inc. 9594 NW 41st Street, Suite 201 Doral, Florida 33178 CA No.25976 Brlto Miami Prlvote School Traffic .'.:^po ct 5ry d,• Page iii Brito Miami Private School Traffic Impact Study 1. EXECUTIVE SUMMARY C. H. Perez & Associates Consulting Engineers, Inc., (CHP) was retained by Brito Private School to perform a Traffic Impact Study. The Brito Miami K-12 Private School, which is currently located at 2732 SW 32nd Avenue, Miami and is planning to relocate to a new site at 3030 Coral Way, Miami, Florida 33145. The proposed school site is located along the east side of SW 3151 Avenue between Coral Way/SW 22"d Street and SW 22"d Terrace in the City of Miami, Florida. The site is located in an area with a mix of residential and commercial land uses. Two methods were used to estimate the vehicle trips at the proposed school: the ITE Trip Generation rates/equations and comparison with an existing surrogate school. The most conservative estimates from the two methods was adopted for the analysis of proposed conditions. The vehicle trips estimated for the proposed school site were as follows: Daily trips (654 vehicles per day); AM peak hour (90 vehicles per hour); and PM peak hour (26 vehicles per hour). Due to the school proposed hours of operation, only the morning school drop-off coincided with the adjacent street peak hour. Hence, the level of service analysis for the proposed conditions was limited to the AM peak hour only. However, the queue analysis was performed for the dismissal period due to the high number of vehicles estimated to enter the site. The level of service analysis for the proposed conditions as well as the queue analysis did not indicate any negative impacts associated with the proposed school site traffic. The delay and level of service at the study area intersections under proposed conditions traffic did not differ when compared to the delay and level of service that currently exist. Similarly, the Coral Way roadway segment as well as the SW 22nd Terrace segment also did not show any negative impacts. The developer will fund the construction of the missing portion of the sidewalk (approximately 165 linear feet) on the east side of SW 315t Avenue as part of the mitigation despite there being no pedestrian traffic generated by the proposed school site. The developer will also coordinate with the City of Miami to remove an existing tree that is currently located near the exit driveway to SW 315t Avenue so as to eliminate any sight distance obstructions. The develop will also re -orient the existing parking spaces that are outside the fence on W 22"d Terrace so that parked vehicles do not back -into the street while exiting. [THIS AREA WAS INTENTIONALLY LEFT BLANK] Brito Miami Private School Traffic impact Study Page 1 Brito Miami Private School Traffic Impact Study 2. INTRODUCTION C. H. Perez & Associates Consulting Engineers, Inc., (CHP) was retained by Brito Private School to perform a Traffic Impact Study. The Brito Miami K-12 Private School, which is currently located at 2732 SW 32"d Avenue, Miami, is planning to relocate to a new site at 3030 Coral Way, Miami, Florida 33145. The proposed site has an existing office building that is currently vacant. Figure 1 below shows the proposed school site. { 4�yr �.. ._l�i•tiI cifif es .. .. '1 T I �.v sc.r Figure 1: Proposed School Site 1t4YACi r:xs:a seml 2.1 Study Objective The main objective of this study was to evaluate the. associated traffic impacts to the surrounding roadway network that may occur as a result of operating the school at the new site and to identify mitigation measures to address the negative impacts. 2.2 Study Approach This study was conducted in accordance with the Study Methodology Letter approved by Miami Dade County Transportation staff (see Appendix A). Page 2 Brito Miami Private School Traffic Impact Study Brito Miami Private School Traffic Impact Study 3 EXISTING CONDITIONS 3.1 Existing Site Description The proposed school site is located along the east side of SW 315C Avenue between Coral Way/SW 22"d Street and SW 22' Terrace in the City of Miami, Florida. The site is located in an area with a mix of residential and commercial land uses. The nearest signalized intersection is located 1000 feet to the west at Coral Way and SW 32"d Avenue. Another nearby signal is located 1600 feet to the east at the intersection of SW 27th Avenue and Coral Way. SW 27" Avenue is a major arterial in Miami that runs in the north -south directions. Retail and office land uses are located along Coral Way, SW 27' Avenue and SW 32"d Avenue while residences are located on all the streets surrounding the school site. Currently, the site has an existing office building that is currently vacant, with 34 existing parking spaces, two (2) of which are designated for handicapped users, and two (2) driveways to access/exit the site. One of the driveways is located on Coral Way and the other is on SW 315t Avenue. Sidewalks are provided along both sides of Coral way. There is also a short segment of sidewalk on the east side of SW 315t Avenue between SW 22"d Terrance and the site driveway. Other features surrounding the proposed school site includes a Miami Dade Transit bus stop that is located on Coral Way just east of SW 315' Avenue and a midblock pedestrian crossing with rectangular rapid flashing beacons (RRFB) located on Coral Way between SW 31st Avenue and SW 30th Court. Figure 2 depicts a plan of the existing site. 1- souiu,Wsr Jim AVEN1J Figure 2: Existing Conditions Site Plan Brito Miami Private School Traffic Impact Study Page 3 Brito Miami Private School Traffic Impact Study 3.2 Study Area During the methodology meeting with County Transportation staff the following roadways and intersections surrounding the proposed school site were identified: • Roadways: Coral Way and SW 22nd Terrace. • Intersections: Coral Way at SW 32nd Avenue (signalized); Coral Way at SW 31't Avenue (un-signalized); Coral Way at SW 27th Avenue (signalized); SW 29th Avenue at SW 22nd Terrace (un-signalized); SW 31't Avenue at SW 22"d Terrance (un-signalized); and SW 31st Avenue at SW 22"d Terrace (un-signalized). 3.3 Traffic Data Collection - Existing Traffic Volumes 72-hour machine counts were collected on typical week days at the following locations: • Coral Way between SW 32"d Avenue and SW 29th Avenue o All approaches at the intersection of SW 22"d Terrace at 31't Avenue Two-hour morning peak period intersection turning movement counts (TMCs) were also collected at the study intersections described above. No adjustment factors were applied to the traffic data collected so that more conservative traffic numbers could be used for the analysis. The collected raw data was processed to obtain peak hour volumes and peak hour factors (phf) at each intersection. Figure 3 below shows the morning peak hour volumes at the study intersections. The raw traffic data are included in Appendix B. Figure 3: Existing AM Peak Hour Volumes Page 4 grit() Miami Private School Traffic Impact Study Brito Miami Private School Traffic Impact Study 3.4 Existing Conditions Operational Analysis The existing AM peak hour level of service was performed for all the study area intersections and for the roadway segments of Coral Way between SW 27th Avenue and SW 32nd Avenue and SW 22"d Terrace between SW 27th Avenue and SW 32nd Avenue. The roadway segment analysis was based on the Florida Department of Transportation (FDOT) Generalized Service Volume Tables (see Appendix C) and was conducted for both the two-way peak and the peak -hour directional volumes. The results for the roadway segment analysis are summarized in Table 1 and 2. The analysis for the signalized intersections was performed using the latest version of SYNCHRO and the Highway Capacity Software (HCS) was used for the analysis of the un-signalized intersections. The latest signal timing and phasing information for the two signalized intersections were downloaded from Miami Dade County's database. Table 3 gives a summary of the level of service (LOS) results for the study area intersections and roadway links, respectively. Print-outs of the SYNCHRO and HCS analysis for the existing conditions are included in Appendix D. The Signal timing information can be found in Appendix E. Table 1: Existing Two -Way AM Peak Hour Roadway Segment LOS Summary Adopted Peak Hour LOS' Roadway Coral Way from SW 32nd Avenue to SW 27th Avenue SW 22nd Terrace from SW 32nd Avenue to SW 31st Avenue SW 22nd Terrace from SW 31st Avenue to SW 27h Avenue Existing AM Peak Volumes (vph) 2,067 150 173 Table 2: Existing AM Directional Peak Roadway Coral Way Westbound from SW 32"d Avenue to SW 27`h Avenue SW 22nd Terrace from SW 32nd Avenue to SW 31st Avenue SW 22nd Terrace from SW 31st Avenue to SW 27`h Avenue Existing AM Peak Hour LOS D D Peak Hour Service Volume (vph) 3,350 380 380 E D D Hour Roadwa Segment LOS Summa Existing AM Peak Volumes (vph) 1,198 86 91 Existing AM Peak Hour LOS Peak Hour Service Volume (vph) Adopted Peak Hour LOS Meets Capacity Yes Yes Yes Meets 'Capacity D D D 1,840 210 210 [THIS AREA WAS INTENTIONALLY LEFT BLANK] E Yes D D Yes Yes Page 5 Brito Miami Private School Traffic Impact Study Brito Miami Private School Traffic Impact Study Table 3: Existing AM Peak Hour Intersection LOS Summary LoS Intersection Coral Way at SW 32 Avenue Approach Northbound Delay 53.6 D Southbound 62.2 E Eastbound 58.2 E Westbound 38.0 Intersection 51.3 Coral Way at SW 31 Avenue (Unsignalized) Coral Way at SW 27 Avenue SW 22 Terrace at SW 32 Avenue (Unsignalized) SW 22 Terrace at SW 31 Avenue (tJnsignallzed) SW 22 Terrace at SW 29 Avenue (Unsignalized) Northbound 26.3 D Southbound 30.9 Eastbound Westbound Northbound 12.8 11.5 55.2 B B E Southbound 62.7 E Eastbound 43.5 D Westbound 44.7 D Intersection Northbound 50.9 9.1 A Southbound 9.2 A Eastbound 13.1 B Westbound Northbound 14.5 8.3 B A Southbound 8.2 A Eastbound 8.5 A Westbound 8.1 A Intersection Northbound 8.31 8.0 A A Southbound 8.4 A Eastbound Westbound 8.4 8.3 A A Intersection 8.27 A [THIS AREA WAS INTENTIONALLY LEFT BLANK] Brito Miami Private School Traffic Impact Study Page 6 Brito Miami Private School Traffic Impact Study 4 PROJECT TRAFFIC 4.1 Proposed Site Description The footprint of the building at the site will remain the same. The site will have an additional driveway that will be located on SW 22"a Terrace. The existing two-way driveway located on Coral Way will be used by school staff and by a garbage collection truck. The existing driveway located on SW 31st Avenue will operate as a one-way driveway out of the site and will be used by parents exiting the school site after dropping-off/picking-up students. The new driveway will also operate as one-way into the site and will be used by parents entering the school for dropping-off/picking-up students. A stacking area with a canopy will be created adjacent to the building in the south side. This area will have space for three stacked vehicles at a time. There will also be room for a four -vehicle queue to form between the stacking area and the entry driveway. A sidewalk will be constructed within the site next to the parking spaces on the west. Additionally, the existing sidewalk on SW 315t Avenue will be continued to connect to Coral Way. The existing parking spaces located outside of the existing fence on SW 22"d Terrace will be re -oriented so that parked vehicles do not back - into the street when leaving. The new site will have a total of 33 parking spaces. Appendix F includes the school's proposed traffic circulation paths. (It should be noted that Brito Miami Private School currently has a strict policy that does not allow students of any age to walk or bike to the school. All students have to be dropped -off and picked -up. The school administration has a Traffic Flow Procedure document that is provided to all parents before enrolling their children at the school. If the parents agree to this procedure, they then sign a contract with the school to abide by the procedure. This policy will be continued at the new school location. As such, no pedestrian traffic will be generated by students). Despite the lack of student pedestrians, the school owner will fund the construction of the missing piece of sidewalk on the east side of SW 315t Avenue as part of the mitigation. Figure 4 depicts a plan of the propose site. DV RU Neel T4.! ::......onmar xrsa SOUTHWEST 31a1 AVENUE Figure 4: Proposed Conditions Site Plan Page 7 Brito Miami Private School Traffic Impact Study Brito Miami Private School Traffic Impact Study 4.2 Trip Generation Two methods were used to estimate the trip generation for the new school site. The first method was based on the trip rates/equations from the latest edition of the Institute of Transportation Engineers (ITE) Trip Generation Manual. The second method consisted of counting the number of vehicle trips produced at an existing surrogate school that is comparable in size to the Brito Miami High School. The method producing the most conservative estimates was used in the proposed condition analysis. Method 1: Even though the school is a K-12 private, ITE Land Use Code 534 (Private School K-8) was used for the trip generation since students are not allowed to drive to school. Despite the fact that the proposed school site is developed already for an office building, no credit for existing trips is taken since the building is currently unoccupied. Table 4 below shows the trip generation based on the ITE Trip Generation. Appendix G includes the Trip Generation Information for Land Use Code 534. Land Use Proposed: Private School (K-8) Independent Variable Students Quantity 159 99 Table 4: ITE Trip Generation Project Trip Generation ITE Land Use Code 534 Peak Period Daily Trip Generation Rate 4.11 AM PM 0.91 0.26 Vehicle Trips Generated 654 90 26 Vehicle Trips Distribution In Out 50% 55% 46% Trips 327 50 12 50% 45% 54% Trips 327 40 14 Method 2: Our Lady of Charity Private School was identified as the surrogate school for this purpose. This school is located in Hialeah on W 44 Place approximately 300 feet east of W 20th Avenue (see Figure 5). The school has two driveways located on W 44 Place. The school has an enrolment of 325 students compared to 160 students at the Brito Miami Private School. In order to estimate the number of trips at the new school, a ratio of the number of students being dropped off/picked-up at the two schools was calculated and applied to the number of vehicles counted at the surrogate school driveways to estimate the vehicle trips at Brito Miami. Since some of the students at the surrogate school walk and bike to school, the number of students dropped off/picked up that is used for the student ratio calculation was reduced by 25%. Given that the drop off/pick up periods at Brito Miami Private School are staggered in 45-minute intervals with the number of students in first interval being 60, 39 students in the second interval, and 60 students in the last interval and that the surrogate school uses only one drop-off/pick-up period for all grades, the ratio was computed using the total number of students dropped off for the first two intervals for Brito Miami Private School (60 + 39) over the number of students dropped off/picked up at the Surrogate School after accounting for walkers and bikers. This results in a ratio of 0.41 (99 students/244 students). [THIS AREA WAS INTENTIONALLY LEFT BLANK] 6rito Miami Private School Traffic Impact Study Page 8 Brito Miami Private School rt' Figure 5: Our Lady of Charity School Location The traffic counts at the surrogate school as well as the vehicle estimates for the Brito Miami School site are summarized in Table 5 below. The raw counts at the surrogate school are included in Appendix H. Traffic Impact Study Our Lady Observed Vehicle Trips AM Peak Hour (Drop-off) Entering 132 Exiting Total 125 257 PM Peak Hour (Dismissal) Entering I Exiting 61 64 Total 125 Table 5: Estimated Vehicle Trips Using Surrogate School Brito Miami Estimated Vehicle Trips AM Peak Hour (Drop-off) Entering 54 Exiting Total 51 105 PM Peak Hour (Dismissal) Entering 25 Exiting 26 Total 51 The ITE Trip Generation method produces higher trip estimates for daily and the PM hour. The surrogate school approach gives a higher estimate of the vehicle trips for the proposed school site during the AM peak period compared to the estimates obtained using the ITE Trip Generation method, however the difference in the number is very minute. Therefore, the ITE trips in Table 4 will be used to produce the proposed conditions volumes. 4.3 Trip Distribution and Assignment The AM peak hour trips generated at the new school site were distributed to the surrounding roadway network using Miami -Dade County cardinal distribution for TAZ 1057. Table 6 shows the cardinal distribution and the corresponding trips for this TAZ. Table 7 and Figure 6 show the morning peak -hour project -traffic distributions to the existing roadway network. The TAZ information from the Directional Trip Distribution Report are included in Appendix I. Page 9 Brito Miami Private School Traffic Impact Study Brito Miami Private School Period Table 6: Cardinal Directional Distribution Cardinal Distribution and Trips Total Trips Per Period Daily Trips AM Trips PM Trips In Out Period AM Trips • ire AM Trips - Out In Out 654 50 40 12 14 NNE 16.60% 25 8 5 2 2 ENE ESE 17.90% 27 9 7 2 2 5.00% 7 2 2 1 1 SSE 3.60% 5 2 1 0 1 SSW 15.70 % 23 5 6 2 2 WSW 13.40% 20 7 5 2 2 Traffic Impact Study WNW 13.30% 20 7 5 1 2 NNW 14.50% 22 7 6 2 2 Table 7: Trip Distribution to Existing Roadway Network SW 23 Street at SW 32 Avenue EB (WSW 100%) EST 1100%1 7 5 NB (100% SSW) NDRT (TO %) Inbound Traffic — — — —' Outbound Traffic — — — —' Proposed School 8 6 Coral Way at 5W 32 Avenue EB (50% WNW) EDT {So%) I EBRT (50%l 2 2 1 1 56 150%WNW+ 100% NNW) 58t.T (25%) ] 59T (7596) 2 Il a 2 7 Coral Way at SW 27 Avenue SB (100%NNE+ 50% ENE) SST 1100%1 13 10 Figure 6: AM Peak Hour Trip Distribution WB (5096 ENE) W 3LT 1100961 4 4 SW 22 Terrace at SW 27 AvenUe NB (100% ESE + 100%SSE) N BLT 1100% 4 Total SO 4 ,40 Page 10 Brito Miami Private School Traffic Impact Study Roadway Roadway Brito Miami Private School Traffic Impact Study 5 PROPOSED CONDITIONS 5.1 Proposed Conditions Traffic Volumes The site generated AM peak hour trips were added to the existing conditions peak hour volumes to obtain the proposed conditions AM peak hour volumes. Tables 8 and 9 shows the roadway segment proposed conditions AM peak hour volumes for two-way and for the peak -direction, respectively and Figure 7 shows the proposed conditions peak hour volumes at the study intersections. Table 8: Two -Way AM Peak Hour Proposed Volumes AM Peak Hour Project Volumes (voh) Existing AM Peak Hour Volumes (vph) Coral Way from SW 32"a Avenue to SW 27th Avenue SW 22"d Terrace from SW 32"d Avenue to SW 31st Avenueaw SW 22"d Terrace 173 from SW 31st Avenue to SW 27th Avenue 2,067 150 Percent Impact Future Traffic 18 1% 2,085 11 54 7% 31% Table 9: Directional AM Peak Hour Propose esed Volumes AM Pour Project Volumes 4vohl Existing AM Peak • Hour Volumes (vph) Coral Way from SW 32"d Avenue to SW 27th Avenue SW 22"dTerrace ti from SW 32° Avenue to SW 31st Avenue SW 22"d Terrace from SW 31st Avenue to SW 27th Avenue 1,198 86 91 18 0 4 [THIS AREA WAS INTENTIONALLY LEFT BLANK] Percent Impact 2% 0% 4% 161 227 Future Traffic 1,216 86 95 Page 11 Brito Miami Private School Traffic Impact Study Traffic Impact Study Brito Miami Private School ;sia�F .. •i �15i Figure 7: Proposed Conditions Am Peak Hour Volumes 5.2 Proposed Conditions Analysis Tables 10 and 11 shows a summary of the roadway segment AM peak hour level of service for the two-way and peak direction, respectively. None of the three links analyzed are projected to be adversely impacted by the school generated traffic. The proposed conditions analysis results for the study intersections are summarized in Table 12. The analysis summary shows that even with the added school traffic during the morning peak hour, all of the study area intersections will continue to operate at their current levels of service. Table 10: Proposed Conditions Two -Way AM Peak Hour LOS— Segment/Links Ptak 1-trr Proposed Peak Roadway FocSrYType :enkeVcfur•e Adoptedlt)S Hour Volumes Irp111 Caryl Way ltom SW 32" Avem+e to SW 27" AW �uo SW 22' ferrate horn SW 32h1 Avenue ter SW 27' Auenuc 5W 22'4 Terrace from SW 32' Avenue to SW 27°' Avtrle 4 Lane Divided Minor Arterial 2 Lane Undivided Street 2 Lane Undivided Street Brit° Miami Private School Traffic Impact Study 3,350 380 380 2,085 161 227 LOS with Protect Traffic D D D . Project" Traffic/Trios AM 18 AvailbkTript 1,265 219 54 153 F1lceis Co?Kurrrncy YES YES YES Page 12 Brito Miami Private School Traffic Impact Study Table 11: Proposed Conditions Directional AM Peak Hour LOS -Segment/Links Project Traffic/Trips y AM Roadwa Coral Way !tom SW 32otl Avenue 18 SW 27"Avenur SW 22'd Terrace hornSW32"Avenue to SW 22' Avenue SLV22'w Tetrrree from SW 22"' Avenue Lo SW 234' Avenue Facility Type 4 Lane Divided Minor Arterial 2 Lane Undivided Street 2 Lane Undivided Street Peak Hour Service Volume (vph) 1,840 210 220 Table 12: Proposed Conditi Intersection. Approach Adopted L05 D Proposed Peak Hour Volumes (upb) Coral Way at SW 32 Avenue Coral Way at SW 31 Avenue (Unsignalized) Northbound Southbound Eastbound Westbound Intersection Northbound Southbound Eastbound Westbound Coral Way at SW 27 Avenue Northbound Southbound Eastbound Westbound Intersection SW 22 Terrace at SW 32 Avenue (Unsignalized) Northbound Southbound Eastbound Westbound SW 22 Terrace at SW 31 Avenue (Unsignalized) Northbound Southbound Eastbound Westbound Intersection SW 22 Terrace at SW 29 Avenue (Unsignalized) Northbound Southbound Eastbound Westbound Intersection 1 LOS with Project Traffic 1,198 D 86 91 0 D 18 4 Available Trips 642 124 119 Meets ConcumencY YES YES YES Existing Proposed Delay LOS Delay LOS 53.6 D 54.6 D - 62.2 E 65.1 E 58.2 E 58.2 E 38.0 D 38.2 D 51.3 A_ D 52.0 D 26.3 D 27.0 D 30.9 D 31.1 D 12.8 1-- B 12.8 ~y B - B 11.5 B 11.5 55.2 E 55.6 E 62.7 E 63.3 E 43.5 D 44.1 D 44.7 D 44.9 D 50.9 D 51.4 D 9.1 A 9.1 A 9.2 A 9.2 A 13.1 B 13.2 -_ B _ 14.5 B 14.9 B 8.3 A 8.3 _A.�� 8.2, A.... 8.4 A A 8.5 A 8.6 8.1 A 8.2 A _... 8.31 A 8.4 A 8.0 A 8.4 . __...- A 8.4 -. A 8.6 A 8.4 A 8.6 _ _ A - A A 8.3 A 8.6__ 8.27 A 8.6 Page 13 Brito Miami Private School Traffic lmpoct Study Brito Miami Private School Traffic Impact Study 5.3 Queue Analysis The proposed Brito Miami School site is very compact. The stacking area for the school has a capacity for 7 vehicles (3 at the drop-off/pick-up area and 4 in the queue). A primary concern expressed by County staff during the methodology meeting was the possibility of school traffic overflowing onto the adjacent street (s) during school drop-off and/or dismissal times. A queue analysis for the proposed site was conducted to determine the maximum expected queue during both drop-off and pick-up periods so that the site circulation could be designed in such a way that these activities occur within the school site only. Customarily, more queues are expected during school pick-up periods than during the drop-off periods. For this reason, the analysis is limited to the dismissal period only. There is no standard industry method for calculating queues at a school. For this reason, the queues are estimated using two approaches Estimating the queue based on queue information collected at the surrogate school or estimating the maximum queue based on PM entering vehicles from the ITE trip generation method. The more conservative of the two results would be used. A discussion of the two approaches is provided below. Surrogate School Approach: Queueing data was collected at Our Lady of Charity during the school's drop-off and dismissal times. Vehicles were counted at the stacking area and in the queue leading to the stacking area. This information was recorded in one -minute intervals. The data was analyzed for the longest vehicle queue which was found to be 12 vehicles. To estimate the queue at the proposed school site, the same factor of 0.41 that was used for the trip generation was also used to the maximum queue yielding an estimated queue of 5 vehicles (100 feet). The collected queue information at the surrogate school are included in Appendix J. Queue Estimation Using Entering Vehicles Approach: With this approach, it is conservatively assumed that the maximum queue will be equal to 20% of the vehicles entering the school site. Therefore, with 50 vehicles entering the school during the AM peak, the maximum queue is estimated to be 10 vehicles (or 200 feet). The above analysis shows that, even in the worst case scenario, the possibility of vehicles spilling onto SW 22nd Terrace (which is where all vehicles enter to drop off and pick-up students) is almost non-existent. Provision is made to allow a few parents to park on the west side of the parking lot by widening the entry driveway to two nine -feet lanes and walk their kids to the drop-off area. School personnel will be on site to direct all entering vehicles and exiting vehicles. 5.4 Analysis of Non -vehicular Modes Given the school's policy, no students will be allowed to walk or bike to school. All students will be dropped off and picked up by their parents or guardians. This policy is well understood by all the parents who register their children at the school and sign a Drop-off/Pick-up contract at the beginning of the school year. The school has a staff of 18 (teachers and administrative staff) who do not reside near the school. Therefore, the school is not expected to generate any pedestrian traffic onto the existing streets and no analysis for this mode is deemed necessary. Fa 1 Brito Miami Private School Trofc Impact Study Brito Miami Private School Traffic Impact Study 6 CONCLUSION The analysis conducted in this study did not show any negative impacts onto the surrounding roadway network that could be attributed to the vehicular traffic associated with the proposed school site. There are no impacts also on the pedestrian facilities due to lack of pedestrian traffic to and from the school. Despite the lack of pedestrian traffic, the developer is willing to fund construction of the missing portion of sidewalk (approximately 165 feet long) on the east side of SW 31st Avenue. The developer will also coordinate with the City if Miami to remove an existing tree that is currently located near the exit driveway to SW 315L Avenue so as to eliminate any sight distance obstructions. The develop will also re -orient the existing parking spaces that are outside the fence on W 22nd Terrace so that parked vehicles do not back -into the street while exiting. [THIS AREA WAS INTENTIONALLY LEFT BLANK] Page 15 Brito Miami Private School Traffic Impact Study Brito Miami Private School Traffic Impact Study APPENDIX A — METHODOLOGY LETTER P:243c A Brito Miami Private School Traffic Impact Study C H Perez & Associates Engineers • Planners • Surveyors C H Perez and Associates Consulting Engineers, Inc. 9594 NW 41 Street, Suite 201 Doral, Florida 33178 Tel: (305)592-1070 Fax: (305)592-1078 www.p-a.cc CA 25976 / LB 7360 May 315t, 2018 Mr. Samael Leonidas Estevez Traffic Engineering Division Miami Dade County Department of Transportation & Public Works RE: Draft Methodology Letter for the Traffic Impact Study at the New Site of Brito Miami K-12 Private School Dear Samael, C H Perez & Associates Consulting Engineers, Inc., (P&A) is submitting for your review and approval the methodology letter for the site mentioned above and as described below. Description of Site Location The Brito Miami K-12 Private School, which is currently located at 2732 SW 32nd Avenue, Miami, is planning to relocate to a new site at 3030 Coral Way, Miami. The proposed site has an existing office building that is currently vacant. The site has 34 existing parking spaces, two of which are designated for handicapped users. The site is located in a mixed land use area (residential, commercial and office). Commercial and office land uses are located along Coral Way, SW 27"' Avenue and SW 32r Avenue while residences are located on all the streets surrounding the school site. A map of the school site is provided below. Figure 1- Location Map Page 1 of 5 C H Perez & Associates Engineers•Plenners• Surveyors Proposed Site Plan A site plan of the school at the new location was submitted previously to your office. The site has three existing driveways which will remain and will be used as follows: The driveway located on Coral Way is two-way to be used by staff to access the south parking lot and by the garbage truck; the driveway located on SW 31st Avenue is one-way and is to be used parents exiting the school site after dropping-off/picking-up their kids; and the driveway on SW 22"d Terrace is a one-way to be used by parents entering the school site for dropping/picking-up their kids. The site will have a total of 33 parking spaces. The drop-off/pick-up area will have a capacity to accommodate three vehicles and the site will have room to accommodate a queue of 4 vehicles (all within the site). Attachment A includes the site plan that was previously submitted. C H Perez and Associates Consulting Engineers, Inc. 9594 NW 41 Street, Suite 201 Doral, Florida 33178 Tel: (305)592-1070 Fax: (305)592-1078 www.p-a.cc CA 25976 / LB 7360 Study Area The following intersections will be included in the study area to analyze the impact of the school -generated traffic: 1. SW 32" Avenue at Coral Way (signalized) 2. SW 27th Avenue at Coral Way (signalized) 3. SW 32"d Avenue at SW 22"d Terrace (un-signalized) 4. SW 3155 Avenue at Coral Way (un-signalized) 5. SW 315i Avenue at SW 22"d Terrace (un-signalized) 6. SW 29th Avenue at SW 22"d Terrace (un-signalized) The following roadway links will also be analyzed: 1. Coral Way between SW 32"d Avenue and SW 27th Avenue 2. SW 22"d Terrace between SW 32"d Avenue and SW 315t Avenue 3. SW 22"d Terrace between SW 31 Avenue and SW 27th Avenue Trip Generation Two methods will be used to estimate the trip generation. The method that produces the most conservative number of vehicle trips will be used. The first method will consist of using the trip rates/equations from the latest edition of the Institute of Transportation Engineers (ITE) Trip Generation Manual. The second method will consist of measuring the number of vehicle trips produced at an existing surrogate school that is comparable in size to the Brito Miami High School. Our Lady of Charity Private School has been identified as the surrogate Page 2 of 5 C H Perez and Associates Consulting Engineers, Inc. 594 NW 41 Street, Suite 201 Dora!, Florida 33178 Tel: (305)592-1070 Fax: (305)592-1078 www.p-a.cc C H Perez & Associates CA zs9ze LB z36o Engineers • Planners • Surveyors school for this purpose. This school has an enrolment of 325 students compared to 160 students at the Brito Miami Private School. In order to estimate the number of trips at.the new school, a ratio of the number of students for the two schools will be calculated and will be applied to the number of vehicles counted at the surrogate school driveways to estimate the vehicle trips at Brito Miami. It was observed that some of students at the surrogate school walk and bike to school. Therefore, a 25% reduction in the number of students at the surrogate school will be assumed to account for walkers and bikers while calculating the student ratio. Trip Distribution The new school site is located in Miami -Dade County's Traffic Analysis Zone (TAZ) 1057. The trips generated at the new school will be distributed to the surrounding roadway network using the cardinal direction distribution for this TAZ. Analysis Scenarios The following scenarios will be analyzed for the level of service for the above intersections and links: 1. Existing conditions (without school -generated trips) -Year 2018 2. Build conditions (existing combined trips combined with school -generated trips)- Year 2018 Normally, the analysis would have included a No -Build scenario that would include the existing conditions traffic plus all trips estimated to be generated by committed developments near the school site. However, based on research done on the Gridics website and consultation with the City of Miami, there are no committed developments near the proposed school site. Therefore, the No -Build scenario will be omitted from the analysis for this study. Analysis Period P&A will conduct the level of service at the study intersections and the two roadway links for the AM peak hour commute period (coinciding with the school drop-off). The dismissal period (pick-up) period for this schools is between 2:45 PM and 3:15 PM, which does not coincide with the adjacent peak hour for the street. As such a PM peak hour level of service will not be performed. Analysis Methodology P&A will evaluate the study intersections and the roadway links for each of the three analysis scenarios described above. The SYNCHRO 9 software will be used for the analysis of the two signalized intersections and Page 3 of 5 C H Perez and Associates Consulting Engineers, Inc. 95511 NW 41 Street, Suite 201 Doral, Florida 33178 Tel: (305)592-1070 Fax: (305)592-1078 www.p-a.cc C H Perez & Associates CA 25976 / LB 7360 Engineers •Planners• Surveyors the Highway Capacity Software (HCS) will be used to analyzed the three un-signalized intersections. The Florida Department of Transportation's (FDOT) Generalized Level of Service Tables will be used to analyze the roadway links. Queue Analysis Queuing at the school's main driveway and the stacking area will be analyzed using a standard single file queuing formula. Alternatively, queuing at the new school will also be estimated using queuing data collected at the surrogate school during arrival and dismissal periods. The queues obtained from the formula will be compared to the queue estimated using the surrogate school and the higher of the two be used. The analysis will be performed for the morning drop-off period and for the afternoon pick-up period. Pedestrian Analysis Brito Miami Private School has a strict policy of not allowing students of any age to walk or bike to the school. All students have to be dropped -off and picked -up. The school administration has a Traffic Flow Procedure document that is provided to all parents before enrolling their children at the school. If the parents agree to this procedure, they then sign a contract with the school to abide by the procedure. This policy will be continued at the new school location. As such, no pedestrian traffic will be generated by students. However, despite the lack of pedestrians to or from the school, the school owner will fund the construction of the missing piece of sidewalk on the east side of SW 31" Avenue as part of the mitigation. Data Collection P&A will collect all traffic data necessary to complete the level of service analysis for the analysis period identified above. Electronic count boards will be used to collect turning movement counts at the study area intersections and automated traffic recorders will be used to collect 48-hour volume counts on Coral Way and on SW 22' Terrace. Signal timing data for the two signalized intersections will be downloaded from Miami -Dade County's ATMS database. Revocatus Kanilwa, P.E, PTOE Florida Registration P.E. No. 68543 C. H. Perez & Associates Consulting Engineers, Inc. 9594 NW 41st Street, Suite 201 Doral, Florida 33178 CA No.25976 Page 4 of 5 C H Perez a Associates Engln eers • Planners • Surveyors C H Perez and Associates Consulting Engineers, Inc. 9594 NW 41 Street, Suite 201 Doral, Florida 33178 Tel: (305)592-1070 Fax: (305)592-1078 www.p-a.cc ATTACHMENT A CA 25976 / LB 7360 Page 5 of 5 SITE PLAN SCALE 11-= QD' YY[.L r la 1 EA1104 29r :AA arw I+r-y 4Ay.O Lk rRP r=1/1 OPIN p-0I lD u e qTN s • E9.7S2( ITAAI AGO M[T EY:AIei• xlrmbe07 nILMA AT2 EON 114a • TAa. T.P. 020ex SO[DDI-{ 10 ELLER% AKA 'E7 RCM INTEItlOI •ORE ONLY OTNING 1 ITGP AG • IlYI"i 7d D1•'VI Tqr RA oIN P ant.III• Amin. AAA Nu LA warn Ac. Gauze LEGEND L0H LOCATION INDEX OF DRAWINQ I.SP ---BITE PUN 2=A-2---PROPOSE P1010 FLOOR PUN 3=A-3--PROPOSED SECOND FLOOR PUN 0=A-4--PROP00E0 BUILDING ea INFORMATION AREA FY TOTAL POO LAG===J,O0I.0 5/1 TOTE WILDING DO® NOT RAV1 GAGGER AND GAPE RNE GAG RTRIdE I♦y^^'INLINf Aa A.mlALitrlKCif Asa TSVu4rt PNO•oL TP ADOO[55' MO EW EI ST. MAIM, RR ELTAS 1 FOUL I NT.90i5114.0410AI :E0162 AI NAM MANIIUOUP$IN AL PB430 AI3, Of LOTUS 2111N 21 4 LITTO 19 2 10 U 1111u UPI LOT II 1.13A N53FT 0 LOT 22 LEER RIT1T BIN T PEN LNRY OF TRLE ON 31131,4121 LOT BEE 1USO IQ FT FAU 014110 009 0100 COUR, TO: PROINTER CORP SCOPE OF WORK •MNS[Nurn0N NET PAI14RIDN INTEPIDN AT 9NOAN •NET 1N3110011 00010 ELE (ODOM LCNEODR( •NEC NPAC DUCT 0TDOAT10N •EIECTFAGL PAML TO ER ORANGE •LLPd 2 ALTERATION 'IMPAIR DROP [DUNG •GI'MENLL PA0111N0 1COOE REQUIREMENTS FOR RENOV. PROJECT u• .rt WW1 a 111 F FAUSTO GUERRLRO P0OLSPOIAI [NOI[P P 1501E5 1,062 Puu AI91 AK 10 IAT, R (1d) ••3 1623 LsP From: To: 1ititn5I1DiiLYIl Cc: Srnesn!'da Yami.let(1)TPW1 Subject: RE: Methodology Letter for the Traffic Impact Study at Brito Miami Private School Date: Friday, June 08, 2018 10:46:34 AM Attachments: Good Morning Revo, We concur with the revised methodology. You may now proceed with the study. FYI Observations: ■ The Coral Way driveway access the "North" Parking Lot. Methodology says "South" Parking Lot. • Even though the methodology letter includes a site plan exhibit and refers to some off -site improvements, our concurrency with the document does not mean or implies that those elements are also approved. All we are concurring with at this point is the procedures that will be used to generate the traffic impact study. Regards, Samael L. Estevez, P.E. Professional Engineer Department of Transportation and Public Works Traffic Engineering Division 111 NW 1st Street, Suite 1510, Miami, Florida 33120-1900 Ph. (305) 375-1282 I Fax (305) 372-6064 www.miamidade.gov "Delivering Excellence Every Day" Please consider the environment before printing this email Miami -Dade County is a public entity subject to Chapter 119 of the Florida Statutes concerning public records. E- mail messages ore convered under such laws and thus subject to disclosure. From: Revocatus Kanilwa [mailto:rk@p-a.cc] Sent: Thursday, June 07, 2018 2:13 PM To: Estevez, Samael Leonidas (DTPW) <Samael.Estevez@miamidade.gov> Subject: RE: Methodology Letter for the Traffic Impact Study at Brito Miami Private School This is an EXTERNAL email. Exercise caution. DO NOT open attachments or click links from unknownsenders or omrLunexpectedEnterpriselease ctycOffice k here if this is a suspicious message 3� Buenas dias senor, 1 tried to call you yesterday and today but couldn't get a hold of you. What is the status with the revised methodology, any judgement on that yet? Our client is getting desperate for some progress, please see if you can expedite it any way possible. Muchas gracias! Revocatus Kanilwa, P.E., PTOE (rk[ap-a.cc) C. H. Perez & Associates Consulting Engineers, Inc. Engineers • Planners • Surveyors • Construction Inspectors Disadvantaged Business Enterprise (DBE) / Community Business Enterprise (CBE) 9594 NW 41st Street Suite 201 - Doral, Florida 33178 t: (305)592-1070 / f: (305)592-1078 / c: (617) 312-6496 W wW. 0-0. CC iWeprovide rera6/e Transportation Services CELEBRATING 2004 -2V14 9594 NW 41st Street Suite 201 - Dora!, Florida 33178 t: (305)592-1070/1: (305)592-1078 / c: (305)219-4717 www, p-a. cC This e-mail and any file transmitted with it is confidential and intended solely for the use of the individuals or entities to +worn it is addressed. If you are NOT an intended recipient or the person responsible for delivering the a -mail to an intended recipient, be advised that you have received this e-mail in error and that any use, dissemination, forwarding, printing or copying of this e-mail is strictly prohibited From: Revocatus Kanilwa ( l Sent: Monday. June 04, 2018 9:30 AM To:'Estevez, Samael Leonidas (DTPW)' <SJ mael fctevP7Cr miamidade.eov> Cc:'Keffler Castro' <kc(o-a.cc>;'Ernesto Anton' <ernestoantOitabel)south,net>;'Senespleda, Yamilet (DTPW)' <Yamilet Setwsg aPrt+iamidade.gav7;'Prospere, Nodin (DTPW)' <Nedin.Prosnereamiamidade.gav> Subject: RE: Methodology Letter for the Traffic Impact Study at Brito Miami Private School Good morning Samael, Please find the revised methodology letter for the TIS for the above -mention school based on the comments you provided. Please note that the school owner is committed to construct the missing piece of sidewalk on the east side of 5W 3151 Avenue as part of the mitigation. Please let us know as soon as possible if we can proceed with the TIS. Thanks, Revocatus Kanilwa, P.E., PTOE (ckt p & c) C. H. Perez & Associates Consulting Engineers, inc. Engineers • Planners • Surveyors • Construction inspectors Disadvantaged Business Enterprise (DBE)/Community Business Enterprise (CBE) 9594 NW 41st Street Suite 201 - Doral, Florida 33178 t: (305)592-1070 / f: (305)592-1078 / c: (617) 312-6496 WWW D-0.CC We provide re!ra6I Vausporiation Services CELEBrill:MD IN 205a - 2014 9594 NW 41st Street, Suite 201- Dora!, Florida 33178 t: (305)592-1070 / f: (305)592-1078/c: (305)219-4717 WWW.D-0.CC This e-mail and any file transmitted with it is confidential and intended solely for the use of the individuals or entities to whom it is addressed. If you are NOT an intended recipient or the person responsible for delivering the e-mail to an intended recipient, be advised that you have received this e-mail in error and that any use, dissemination, forwarding, printing or copying of this e-mail is strictly prohibited From: Estevez, Samael Leonidas (DTPW) {jrlalito•Samael Estevel(mlamidad1 .Qcv] Sent: Tuesday, May 29, 2018 3:03 PM To: Revocatus Kanilwa <Ik(p-a.cc> Cc: 'Keifer Castro' <kc(p-a.cc>;'Ernesto Anton' <ernestoantonPbellstzuth.net>; Senespleda, Yamilet (DTPW) <Yamilet,SenespledaPmlamldade.gov>; Prospere, Nodin (DTPW) ‹Nodin Prosoeref rpiamidarle.eov> Subject: RE: Methodology Letter for the Traffic Impact Study at Brito Miami Private School Good Afternoon Revo, Here are the comments on the methodology: 1. General: Study must include analysis and provisions for pedestrian and mass transit users. 2. Study Area: Analyze SW 22nd Terr between SW 27th Ave and SW 32nd Ave (don't stop at SW 315t Ave). 3. Analysis Scenarios: Include a list of the committed developments that will be considered as background traffic. 4. Trip Generation: a. Revise the language to use the most conservative rate between ITE and Surrogate Data. b. Surrogate school uses buses and apparently has heavy pedestrian and transit volumes as revealed by the difference of traffic volume between drop-off and pick-up. Explain how these conditions will factored to adjust the surrogate data to the proposed school. 5. Trip Distribution: a. Erin distribution must be either a TAZ distribution or a logical analysis based on the proposed school location, NOT the existing location. b. Circulation shown around the block will need to be enforced beyond what is expected of traffic officials. Eastbound Coral Way has high delays in the morning peak period and is unlikely that drivers will prefer that route. Distribute the traffic using the most logical routes (the ones with the least delay). 6. Analysis Period: Although is true that the dismissal period falls outside the PM peak commute, we still need an accumulation assessment at dismissal to ensure that school queue is maintained inside the property and does not block local streets travel lanes. 7. Queue Analysis: a. Methodology letter must outline the procedure that will be used in the analysis and not a reference to a previous courtesy review. b. Just like the trip generation, the most conservative data must be used (surrogate vs calculated queue) and differing conditions (buses, transit, etc.) must be factored in. If you have any questions, please do not hesitate to contact me. Regards, Samael L. Estevez, P.E. Professional Engineer Department of Transportation and Public Works Traffic Engineering Division 111 NW 1st Street, Suite 1510, Miami, Florida 331.20-1900 Ph. (305) 375-1282 I Fax (305) 372-6064 www.miamidade.Pov "Delivering Excellence Every Day" Please consider the enviranrnent before printing this email Miami -Dade County is a public entity subject to Chapter 119 of the Florida Statutes concerning public records. E- mail messages are convered under such laws and thus subject to disclosure. From: Revocatus Kanilwa [-s] Sent: Tuesday, May 29, 2018 11:04 AM To: Estevez, Samael Leonidas (DTPW) <Samaei.FstevezAmiamidadv gov> Cc:'Keffler Castro' <kc@ p-a.cc>;'Ernesto Anton' c rs-rtoantonPhellsouth net> Subject: RE: Methodology Letter for the Traffic Impact Study at Brito Miami Private School This is an EXTERNAL email. Exercise caution. DO NOT open attachments or click links from unkn'ownrsenders or u[nexpectedEemai1SisePlease cclick ty kfhere if this is a suspicious message pn p Good morning Samael, I hope you had a great memorial Day weekend. By the way, I think you forgot to send me the email with your comments on the Methodology last Friday. Just reminding you. Thanks, Revocatus Kanilwa, P.E., PTOE (c(s@p:La.sc) C. H. Perez & Associates consulting Engineers, Inc. Engineers . Pltrriners • Surveyors • Construction Inspectors Disadvantaged Business Enterprise (DIM/ Cammuniry Business Enterprise (CBE) 9594 NW 41st Street, Suite 201 - Doral, Florida 33178 t: (305)592-1070/1: (305)592-1078 / c: (617) 312-6496 www o-acc Weroad? relia6I T'ranspostation Services CELEBRAT:ti6 2004 - 2014 9594 NW 41st Street, Suite 201 - Doral, Florida 33178 t: (305)592-1070/1' (305)592-1078 / c: (305)219-4717 WWVILD-a.CC This a -mail and aaylile transmitted with it is confidentioi and intended solely for the use of the individuals or entities to wham it is addressed. if you are NOT on Intended recipient or the person responsible for delivering the e-mail to an intended recipient, be advised that you hove received this e-mail in error and that any use, dissemination, forwarding, printing or copying of this e-mail is strictly prohibited From: Estevez, Samael Leonidas (DTPW) [mailtn,'S;Pmgpl F rPVeztarniamidacie.Eov) Sent: Wednesday, May 23, 2018 4:37 PM To: Revocatus Kanilwa <fkPp-a.ec,> Subject: RE: Methodology Letter for the Traffic Impact Study at Brito Miami Private School Revo, I couldn't get to review this document today as I was in and out meetings. I will review it tomorrow. From: Revocatus Kanilwa tnailto rlrfa?o-a.cc] Sent: Thursday, May 17, 2018 4:41 PM To: Estevez, Samael Leonidas (DTPW) <,Samapl.FStgve7fa7mlamidarle gpv>; Orue, Jon (DTPW) <Jon Orue(3miamidade.cov> Cc: iccllp-a.cc; 'Ernesto Anton' <prnestnantonl@6elisouth.net> Subject: RE: Methodology Letter for the Traffic Impact Study at Brito Miami Private School This is an EXTERNAL email. Exercise caution. DO NOT open attachments or click links from gkr-pwnsenders mt�m'iamiriacle-Q0vunexpected EnterprisePlease Securityclick Office if this is a suspicious message }Artsn• Good afternoon gentlemen, Please find attached our Letter of Methodology for the Traffic Impact Study at the proposed school site and advise accordingly. Thank you very much. Revo Revocatus Kanilwa, P.E., PTOE (rkr8p-a.cc) C. H. Perez & Associates Consulting Engineers, Inc. Engineers • Planners • Surveyors • Construction inspectors Disadvantaged &a+slness Enterprise (a8E] / Community Business Enterprise (COE) 9594 NW 415t Street, Suite 201 - Dorol, Florida 33178 t: (305)592-1070 /1: (305)592-1078 / c: (617) 312-6496 WWW. p-a. CC 747e provide re!ra&te 2 ansportation Services CELESnAreC6 2004-2014 9594 NW 415t Street, Suite 201 - Doral, Florida 33178 t: (305)592-1070/1: (305)592-1078 / c: (305)219-4717 www,p-o.fc This e-mail and any file transmitted with it is confidential and intended solely for the use of the individuals or entities to whom it Is addressed. If you are NOT on intended recipient or the person responsible for delivering the e-mail to an intended recipient, be advised that you have received this e-mail in error and that any use, dissemination, forwarding printing orcapying of this e-mail is strictly prohibited Virus -free. www avast r rr Brito Miami Private School Traffic impact Study APPENDIX B — RAW TRAFFIC DATA Page B Brito Miami Private School Traffic Impact Study CH Perez and Associates Consulting Engineers Inc. 9594 NW 41st Street, Suite 201, Miami, Florida 33178 Phone: (305) 592-1070 & Fax: (305) 592-1078 Page 1 Site Code: 00004 SW 22 Terrace WB At East of SW 31 Avenue Start Mon Tue Wed Thu Fri Average Sat Sun Week Tim 16-Apr-18 17-Apr-18 18-Avr-18 19-Apr-18 20-Apr-1& Day 21-Apr-18, 22-A0r-18 Average 12:00 AM 28 25 18 24 24 01:00 4 15 4 8 8 J 02:00 4 0 5 3 3 03:00 2 4 4 * 3 _ 31 04:00 4 4 1 3 3f 05:00 ` 10 6 15 10 10 1 06:00 38 36 44 39 391 1 07:00 • 105 57 85 82 . 82 08:00 167 85 126 126 • 126 C 09:00 161 103 136 133 133 10:00 118 118 108 115 115 r_ 11:00 _ 188 ;: - 153 100 147 147 12:00 PM 143 85 112 113 113 I __I 01:00 . 123 92 111 109 109 02:00 • 141 136 156 144 144 r ..TJ 03:00 • 156 129 133 . 139 139 04:00 ▪ 166 123 188 i159 i' 159 05:00 235 155 180 ' 190 190 06:00 • 207 214 167 196 196 07:00 • 168 132 124 141 141 08:00 • 106 99 104 103 • 103 09:00 66 50 75 64 64 10:00 65 57 46 56 * 55 11:00 40 21 27 29 29 Day Total 0 24d5 1899 2069 0 2136 0 0 2136 % Avg. WkDay 0.0% 114.5% 88.9% 96.9% 0.0% %Avg. ;'leek 0.0% 114.5% 88.9% 96.9% 0.0% 100.0% 0.0% 0.0% AM Peak 11:00 11:00 09:00 11:00 - - 11:00 Vol - 188 153 136 - 147 - 147 PM Peak 17:00 18:00 16:00 18:00 - - 18:00 Vol. - 235 214 188 - 196 - - 196 Grand Total ADT 0 2445 1899 2069 0 2136 ADT 2,138 AADT 2,138 0 0 2136 CH Perez and Associates Consulting Engineers Inc. 9594 NW 41st Street, Suite 201, Miami, Florida 33178 Phone: (305) 592-1070 & Fax: (305) 592-1078 Page 1 Site Code: 00010 SW 22 Terrace WB At West of SW 31 Avenue Start Mon Tue Wed Thu Fri Average Sat Sun Time 16-Apr-18 l7-Apr-18 18-Apr-18 19-Apr-18 20-Apr-1 g pav 21-A rr-18 22-Anr-18 Average 12:00 AM 7 8 5 * 7 01:00 * 4 5 3 4 • • 02:00 * 1 0 2 1 * 03:00 * 1 1 3 * 2 * • 04:00 * 0 1 0 " 0 * * 05:00 * 5 4 5 * 5 * 06:00 * 20 20 23 21 ' 07:00 * 65 59 67 * 64 * 08:00 73 63 67 68 * 09:00 69 61 78 69 10:00 64 60 62 62 * 11:00 72 76 78 • 75 12:00 PM * 76 61 74 70 * * 01:00 * 74 90 77 * 80 * 02:00 * 87 87 84 * 86 " 03:00 86 84 58 * 76 * 04:00 87 89 87 * 88 * * 05:00 94 126 108 109 * * 06:00 94 99 93 95 * * 07:00 69 76 70 72 * * 08:00 43 59 50 * 51 •* 09:00 31 30 40 34 * ' 10:00 18 20 23 20 * 11:00 16 11 15 14 " Day Total 0 1156 1190 1172 0 1173 0 0 1173 % Avg. WkDay 0.0% 98.6% 101.4% 99.9% 0.0% % Avg. Week 0.0% 98.6% 101.4% 99.9% 0.0% 100.0% 0.0% 0.0% AM Peak - 08:00 11:00 09:00 11:00 Vol, 73 76 78 - 75 Week 70 4t 1I 2I 0 5 21i 64 68 69 1 62I 75 70 C 80 • 86 76 88 1 109 95 72 51 r 34 • I, 20 = 14 PM Peak 17:00 17:00 17:00 - - 17:00 - Vol, - 94 126 108 - - 109 - Grand Total 0 1156 1190 1172 0 1173 ADT ADT 1,173 AADT 1,173 11:00 75 17:00 109 0 0 1173 CH Perez and Associates Consulting Engineers Inc. 9594 NW 41st Street, Suite 201, Miami, Florida 33178 Phone: (305) 592-1070 & Fax: (305) 592-1078 Start Man Tue Wed Thu Fri Average Time 16-Apr-18 17-Apr-18 18-Apr-1 B 19-Apr-18 20-Apr-18 Day 12:00 AM 3 5 3 * 4 01:00 " 2 6 4 • 4 02:00 * 4 2 4 * 3 03:00 5 1 1 ` 2 04:00 * 2 4 4 3 05:00 • 8 14 11 * 11 06:00 * 21 19 22 * 21 07:00 • 78 97 98 * 91 08:00 * 116 120 129 ' 122 09:00 83 64 63 70 10:00 51 48 59 53 11:00 64 61 43 * 56 12:00 PM 56 46 54 52 01:00 * 71 65 122 • 86 02:00 65 62 98 75 03:00 * 53 67 55 * 58 04:00 * 68 75 64 * 69 05:00 * 79 95 91 * 88 06:00 * 68 88 80 * 79 07:00 45 39 55 * 46 08:00 * 41 42 40 * 41 09:00 • 40 34 41 * 38 10:00 * 20 20 20 20 11:00 * 10 15 12 * 12 Dav Total 0 1053 1089 1173 0 1104 % Avg. WkDay 0.0% 95.4% 98.6% 106.3% 0.0% % Avg. Week 0.0% 95.4% 98,6% 106.3% 0.0% 100.0% Sat Sun Week 21-Apr-18 22-Apr-18 Average • * 4➢ * * 41 • 30 2] * * 30 * * 1111 Page 1 Site Code: 00011 SW 22 Terrace EB At East of SW 31 Avenue 21 1 91 122 • 70 53 56 52 ` _-_. _. 86 1 75 1 58____ 69(.LL_ _] 88 79 --- 46 41 _ 38 20 12 0 0 1104 0.0% 0.0% AM Peak - 08:00 08:00 08:00 - 08:00 - - 08:00 Vol. 116 120 129 122 - - 122 PM Peak 17:00 17:00 13:00 - - 17:00 - - -- 17:00 Vol. 79 95 122 88 88 Grand Total 0 1053 1089 1173 0 1104 0 0 1104 ADT ADT 1,105 AADT 1,105 CH Perez and Associates Consulting Engineers Inc. 9594 NW 41st Street, Suite 201, Miami, Florida 33178 Phone: (305) 592-1070 & Fax: (305) 592-1078 Page 1 Site Code: 00012 SW 22 Terrace EB At West of SW 31 Avenue Start Mon Tue Wed Thu Frl Average Sat Sun Week Time 16-Apr-18 17-Apr-18 le-Apr-18 19-Anr-18 20-Apr-18 Day 21-Apr-18 22-Apr-18 Average 12:OOAM ' 7 6 6 6 6Ed 01:00 2 6 5 • 4 * " 4g 02:00 ' 4 0 3 2 25 03:00 4 1 4 ' 3 ' ' 3 q 04:00 1 4 5 * 3 ' ' 3 0 05:00 10 11 11 • 11 11 1 06:00 • 33 31 29 * 31 • ' 31 07:00 76 96 85 ' 86 08:00 * 96 95 104 98 ' 98 1 09:00 91 68 64 * 74 74 I • 10:00 ' 81 62 80 " 74 * * 74 11:00 76 76 46 66 * ' 66 1 12:00 PM 75 48 70 ` 64 ' 64 RIZ,Zi StMlb-.5•1 01:00 77 72 57 '; 69 • 69 J 02:00 100 68 66 78 78I 1 03:00 • 88 100 82 90 90 04:00 • 90 94 80 88 ' 05:00 * 73 86 88 * 82 • 82 1 06:00 ii.80 79 87 " 82 ' 82 I II 07:00 * 63 48 76 * 62 * 62 08:00 50 55 54 53 • * 53 09:00 42 42 46 * 43 * 43 t a ?I 10:00 * 26 22 28 • 25 " • 25 11:00 * 13 20 17 17 * * 17 )%29.1 I I 86 l 88 1 Day Total 0 1258 1190 1193 0 1911 _ 0 %Avg. WkDay 0,0% 103.9% 98.3% 98.5% 0.0% 0 1211 % Avg. 0.0% 103.9% 98.3% 98.5% 0.0% 100.0% 0.0% 0.0% Week AM Peak 08:00 07:00 08:00 Vol. 96 96 104 PM Peak 14:00 15:00 17:00 Vol, - 100 100 88 Grand Total 08:00 98 15:00 90 0 1258 1190 1193 0 1211 ADT ADT 1,214 AADT 1,214 li , d 08:00 98 15:00 90 0 0 1211 CH Perez and Associates Consulting Engineers Inc. 9594 NW 41st Street, Suite 201, Miami, Florida 33178 Phone: (305) 592-1070 & Fax: (305) 592-1078 Page 1 Site Code: 00001 SR 972/SW 22 Street \NB At East of SR 9/SW 27 Avenue Start Mon Tue Wed Thu Fri Average Sat Sun Week Time 16-Apr-18 17-Apr-18 18-Apr-18 19-Apr-18 20-Aer-1B taay 21-Apr-18 22-Aor-18 Average 12:00 AM ' 167 166 208 180 180 L 01:00 83 125 104 ' 104 * * 104 02:00 * 54 69 69 ' 64 ' 641 03:00 ' 51 57 44 * 51 51 ] 04:00 ' 38 49 67 ' 51 51 0 05:00 ' 123 114 130 • 122 * 122 06:00 ' 403 431 444 426 426I I 07:00 ' 913 869 825 ` 869' 869 ' 08:00 1195 1181 1110 1162 1162 09:00 1100 1116 939 1052 ' ' 1052 10:00 970 1038 1011 1006 • 1006 i 11:00 934 1080 1058 1024 ' 1024 , ' I 12:00 PM ' 1058 1116 1084 * 1086 1086 1-- i 01:00 1129 1216 1130 1158 * 1158 02:00 . 1153 1220 1151; y 1175 1175 03:00 * 1221 1177 1124 • 1174 1174 04:00 * 1191 1178 1052 1140 * 1140 05:00 * 1190 1245 1065 1167 ' 1167 ' 06:00 1144 1157 1029 1110 * * 1110 07:00 * 1093 1040 857 997 08:00 ' 891 871 730 ' 831 ` 09:00 658 677 672 669 10:00 459 440 453 451 ` 11:00 334 350 403 362 * • Day Total 0 17552 17982 16759 0 i7431 0 0 17431 %Avg. 0.0% 100,7% 103,2% 96.1% 0.0% WkDay %Avg, 0.0% 100.7% 103.2% 96.1% 0.0% 100.0% 0.0% 0.0% Week AM Peak 08:00 08:00 08:00 - 08:00 - - 08:00 Vol. - 1195 1181 1110 1162 - - 1162 PM Peak 15:00 17:00 14:00 - 14:00 - 14:00 Vol. - 1221 1245 1151 - 1175 - 1175 Grand Total 0 17552 17982 16759 0 17431 0 0 17431 ADT ADT 17,414 MDT 17,414 997 831 1 669 451 362 I CH Perez and Associates Consulting Engineers Inc. 9594 NW 41st Street, Suite 201, Miami, Florida 33178 Phone: (305) 592-1070 & Fax: (305) 592-1078 Page 1 Site Code: 00005 SR 972/SW 22 Street EB At West of SR 9/SW 27 Avenue Start Mon Tue Wed Thu Frl Average Time 16-Apr-18 17-Air-18 18-A-or-18 19-Apr-18 20-Apr-18 Day 12:00 AM * 136 169 209 * 171 01:00 • 69 105 95 90 02:00 * 50 45 68 54 03:00 42 40 34 39 04:00 57 68 60 62 05:00 194 200 197 197 06:00 720 663 690 • 691 07:00 ' 1210 1205 1178 • 1198 08:00 • 1142 1173 1019 1111 09:00 *. 1115 1132 1055 * 1101 10:00 * 1109 1046 979 * 1045 11:00 1099 1111 1019 1076 12:00 PM * 1163 1080 1077 * 1107 01:00 • 1156 1124 1108 • 1129 02:00 • 1210 1191 1161 *. 1187 03:00 * 1192 1172 1062 1142 04:00 1135 1210 1071 1139 05:00 1239 1210 1125 1191 06:00 1155 1081 1016 ; 1084 07:00 * 1146 1140 1082 • 1123 08:00 * 954 991 993 979 09:00 * 788 835 852 * 825 10:00 551 629 604 * 595 11:00 • 367 372 324 * 354 Sat Sun Week 21-Aar-18 22-Apr-18 Average • 171 * 90 11 * 54 0 39 I • * 62 0 • 197 Day Total 0 18999 18992 18078 0 18690 * 691 1198 11111 1 1101 1 1045 r- 1 1076r. 1107 1 1129 I 11871: 1142 1139 1191 1 * 1084 • 1123 �1 * * 9791 — 1 • 825 595 354 0 0 18690 Avg, 0.0% 101.7% 101.6% 96.7% 0.0% WkDay %Avg. 0.0% 101.7% 101.6% 96.7% 0.0% 100.0% 0.0% 0.0% Week AM Peak 07:00 07:00 07:00 - 07:00 07:00 Vol. 1210 1205 1178 1198 - - 1198 PM Peak 17:00 16:00 14:00 - 17:00 - 17:00 Vol, 1239 1210 1161 - 1191 - 1191 Grand Total 0 18999 18992 18078 0 18690 0 0 18690 ADT ADT 18,690 AADT 18,690 CH Perez and Associates Consulting Engineers Inc. 9594 NW 41st Street, Suite 201, Miami, Florida 33178 Phone: (305) 592-1070 & Fax: (305) 592-1078 1200 AM ' 8 15 19 * 14 01:00 * 6 8 5 * 6 02:00 * 4 1 3 3 • 03:00 ` 0 2 0 1 * * 04:00 • 3 3 5 4 * * 05:00 7 8 7 7 * 06:00 * 41 43 35 * 40 * 07:00 * 72 .77 88 I.79 * 08:00 * 122 11.3. 114 -� 116 * * 09:00 * 110 77 82 * 90 * ' 10:00 * 78 65 94 79 * * 11:00 * 78 76 69 * 74 * 12:00 PM * 91 74 67 • n * * 01:00 ' 60 66- 79 68 • ' 02:00 ' 100 80 85 4.88 * 03:00 * 109 108 108 108 * 04:00 129 144 .14.7 140 05:00 138 125 132 132 * 06:00 * 119 128 104 117 • * 07:00 * 107 93 101 100 ' *- 08:00 * 62 62 70 * 65 * 09:00 * 46 48 46 * 47 ' 10:00 * 38 41 37 * 39 ' 11:00 * 24 18 25 22 _ • Day Total 0 1552 1475 1522 a 1516 0 0 1516 Page 1 Site Code: 00002 SW 31 Avenue NB At North of SW 22 Terrace • Start Mon Tue Wed Thu Frl Average Sat Sun Week Time 16-Apr-1$ 17-Apr-18 18-Apr-18 19-A13r-18 20-Apr-18 = 21-Apr-18 22-Apr-18 Average 14E 6I 3B 11 40 71 40 79 Itiuseriattasj 116 90 79 74 77 f ! 68. wssx' 11 88' 108meedeFR.> ! % Avg. 111fkbay 0.0% 102.4% 97.3% 100.4% 0.0% 024.14.41 140 132 117 100 t;':7.> y,-1• '-„''f7G1 65 47 39• 22 1J o/Veek 0,0% 102.4% 97.3% 100.4% 0,0% 100.0% 0.0% 0.0% AM Peak 08:00 08:00 08:00 - 08:00 08:00 Vol. 122 113 114 - 116 - - 116 - PM Peak - 17:00 16:00 16:00 16:00 Vol, 138 144 147 140 - 140 Grand Total ADT 0 1552 1475 1522 0 1516 ADT 1,516 AADT 1,516 16:00 0 0 1516 CH Perez and Associates Consulting Engineers Inc. 9594 NW 41st Street, Suite 201, Miami, Florida 33178 Phone: (305) 592-1070 & Fax: (305) 592-1078 Page 1 Site Code: 00005 SW 31 Avenue SB At North of SW 22 Terrace Start Mon Tue. Wed Thu Fri Average Sat Sun Week Time 16-Apr-18 17-Apr-lp 16-Apr-18 19-Apr-18 20-Apr-18 Day 21-Apr-18 2.2-Apr-18 Average 1200 AM 11 8 10 * 10 10 El 01:00 * 4 6 4 * 5 * 51 02:00 * 2 1 4 * 2 * * 2 i 03:00 * 2 2 0 1 * * 11 04:00 * 3 3 2 r 3 t 30 3 a 05:00 * 5 2 3 ` 3 06:00 * 11 15 14 * 13 * 13 iMI64 � 07:00 56 63 73 64 * * 08:00 85 :.81. 72 79 * 79 09:00 ' 65 50 46 54 •54'I 10:00 47 34 40 ' 40 r 1 11:00 54 47 49 ' 50 * * 50 twiwiga•sr*",4,1 12:00 PM ' 72 53 51 59 * * 59 l'/1 01:00 55 64 70 63 i 63 �pl 02:00 • 65 73 55 * 64 * * 64 ter- . `~'( 03:00 • 55 54 62 ' 57 * 57 ' 6-2. 11 04:00 87 64 79 ' 77 * • 77 05:00 «68 77 73 73 * • 73 06:00 • 73:' 97 :93:, 88 • 88 07:00 52 59 58 56 56 i 08:00 43 39 54 45 45 i 1 09:00 34 36 41 37 37 1 10:00 21 22 29 * 24 * 11:00 11 11 21 * 14 ' ' Day Total 0 e81 961 1003 0 981 0 0 981 24[ 14 % Avg, WkDay 0.0% 100.0% 98.0% 102.2% 0.0% %Avg: Week 0.0% 100.0% 98.0% 102,2% 0.0% 100.0% 0.0% 0.0% AM Peak 08:00 08:00 07:00 - - 08:00 Vol. 85 81 73 79 PM Peak 16:00 18:00 18:00 - 18:00 Vol. 87 97 93 88 Grand Total ADT 0 981 961 1003 0 981 ADT 982 AADT 982 08:00 79 18:00 88 0 0 981 CH Perez and Associates Consulting Engineers Inc. 9594 NW 41 st Street, Suite 201, Miami, Florida 33178 Turning Movement Counts SW 22 Street/Coral Way at SW 27 Avenue File Name : SW 22 Street at SW 27 Avenue Site Code : 02202701 Start Date : 4/18/2018 Page No : 1 Clisms Printed- Passenger Cars - Ileavv Vehicles - SW 27 Avenue SW 22 Street/Coral Way SW 27 Avenue Southb0und I Westbound N hound RiFht Thru I Le [ r4,vg, I Rov:rw 1 Rig41 1 Taro 1 Left 1 na[IL 1 Ate Teed Right l T ru Left r" aw StTime ,r w 07:00 AM 14 165 35 0 214 11 121 17 3 152 22 109 18 3 152 177 07:15 AM 26 167 52 2 247 20 186 25 1 232 07:30 AM 25 171 43 0 239 16 193 31 3 243 27 149 22 4 202 0T4ST !a1 100 701 173 5 979 59 729 97 14 899 101 591 73 17 82 08:00 AM 08:15 AM 08:30 AM 011.45,Mt Total 1e• BREAK sas 12:D0 PM 12:15 PM 12:30 PM 12:45. PM Total 01:00 PM 01:15 PM 01:30 PM 01:45 PM Total 26 167 43 3 239 27 193 44 4 268 33 154 49 3 239 13 169 49 2 253 119 681 185 12 999 39 114 45 1 199 32 151 34 7 224 30 134 48 4 216 30 160 45 9 24d1 131 559 172 21 883 33 138 43 5 219 40 153 37 2 232 53 130 35 4 222 33 136 4! 6 221 164 557 156 17 894 •s• BREAK rs♦ 02:30 PM 31 153 44 2 230 02:45 1'M 33 151 37 2 223 Total 64 304 81 4 453 03:00 PM 61 164 42 3 270 03:15 PM 21 133 39 8 201 ••r BREAK.'• - Total 82 297 81 11 471 04:00 PM 27 143 35 10 215 04:15 PM 26 195 39 9 269 04:30 PM 33 140 37 5 215 0.1;15 PM 48 182 33 7 270 Total 134 660 144 31 969 05:00 PM 38 179 40 6 263 05:15 PM 32 155 38 11 236 05:30 PM 37 173 41 6 257 05'r45 PM 33 198 38 12 201 Total 140 705 157 35 1037 Grand Total Apprth Total % Passenger Cars Heavy Vehicles %Wavy Vehicle 934 4466 1149 14 66,8 17.2 3.I 15.1 3.9 918 4348 1133 136 6685 0.5 223 123 6522 21 259 12 275 24 270 11 253 68 1057 117 30 30 26 10 320 27 144 24 3 198 7 324 39 192 29 3 263 4 324 38 156 32 4 230 6 24 13)_ 35 6 198 27 1269 128 625 120 16 889 25 210 38 7 280 17 251 24 7 299 24 215 44 12 295 21 240 417 2 310 87 916 153 28 1184 30 259 42 4 335 25 240 43 10 318 26 220 48 2 296 25 231 41 4 301 106 950 174 20 1250 15 254 30 8 307 23 )'-51 S0 3 230 38 505 80 14 637 18 227 35 6 286 11 190 20 I 222 26 262 23 7 318 8 1 1096 1064 28 237 48 4 317 16 164 23 5 208 27 262 43 6 46 464 83 10 603 i 27 354 43 6 430 53 524 66 13 656 1 2160 23 143 29 3 198 13 152 32 1 198 27 123 41 10 201 31 134 26 4 19S 94 552 128 18 792 21 138 24 13 196 15 142 30 5 192 24 135 32 5 196 16 135 23 5 179 76 550 109 28 763 SW 22 Street/Coral Way Eastbound I ltht I Thru 1 Lett i .a:� l At4•.T., in,'n.1 1 873 987 1004 1116 3980 9 274 44 3 330 9 297 45 5 356 8 277 30 5 320 10 274 21 9 314 36 1122 140 22 1320 16 264 33 9 322 15 260 28 1 304 10 272 27 3 312 15 256 31 1 303 56 1052 119 14 1241 23 213 43 i 280 18 232 39 2 291 16 242 37 4 299 17 230 -41 4 29? 74 917 160 11 1167 28 207 45 7 267 13 236 36 1 286 23 237 39 1 300 30 185 26 3 244 94 865 146 12 1117 1079 1159 1105 1055 4398 957 1012 1011 1041 4021 1037 1028 1014 945 4024 18 252 47 11 328 14 260 36 7 317 17 240 44 6 307 10. 245 3I 4 290 59 997 158 28 1242 21 285 43 5 354 21 273 38 7 339 14 269 39 10 332 31 2 7 39 10 334 74 1094 159 32 1359 537 6712 1021 173 8443 6.4 79.5 12.1 2 1.8 22.6 3.4 0.6 211_5 530 6612 1010 158 8310 26 133 20 2 181 21 221 47 8 297 10475 297 25 131 18 10 184 .27 235 45 3 300 2062 51 264 38 12 365 48 456 92 11 9 157 22 8 196 17 199 25 3 244 14 175 42 3 234 20 18325 9 237 60 714 114 23 911 11 213 21 2 247 18 176 20 8 222 16 192 28 9 245 23 179 3.5 14 241 68 760 94 33 955 1d 118 16 13 163 1 7 2 6 1.4 9.6 2.4 7 100 11 15 133 - ).3 15 1 1 8 7 1.6 P&B CNL: Pedestrians and Biicyclistsl Crossing North Leg P&B CSL: Pedestrians and Biicyclistsl Crossing South Leg P&B CWL: Pedestrians and Biicyclistsl Crossing West Leg P&B CEL: Pedestrians and Biicyclistsl Crossing East Leg 605 4410 719 153 5887 10.3 74.9 12.2 2.6 2 14.9 2.4 0.5 19.8 598 4232 711 136 5677 7 178 8 17 210 12 4 I I 111 3.6 17 247 48 8 320 1059 12 256 35 3 306 1136 24 271 31 5 331 1087 7 268 41 6 322 1119_ 60 1042 155 22 1279 4401 17 239 37 5 298 1162 17 282 36 31 336 1133 12 259 45 .4 320 1154 16 261 33 3 313 1169 1169 62 1041 151 13 1267 483 7019 1029 118 8649 5.6 81.2 11.9 1,4 1.6 23 7 13 0.4 292 476 6927 1018 101 8524 7 92 11 15 125 1 4 1.3 1 1 12.7 1.4 29664 29673 631 2.1 CH Perez and Associates Consulting Engineers Inc. 9594 NW 41 st Street, Suite 201, Miami, Florida 33178 SW 27 Avcnun Qul in Tom! 5T86j 6522 12332 106 163 350 _As T6 �p65 12801 North 4/1012016 O7:00 AM 4/1812018 05:45 PM keaw Passenger Cars Ve}cps P&B SL 136 17 L5034 5877 11511 1;4 1' _Iqi '994. 51013 Ito Oul In Tolal SW/7 t.CtlLLii 4-- r r a m n -17 I-m w cn Lra ✓ 'C7 m 0CIa Cr N 0 0 u —di m GI Ca CH Perez and Associates Consulting Engineers Inc. 9594 NW 41 st Street, Suite 201, Miami, Florida 33178 Turning Movement Counts SW 22 Street/Coral Way at SW 27 Avenue SW 27 Avenue SW 22 Street/Coral Way Southb9 and West.. u d Start Time Right [Thru Left i .ea.,. I Arp r.&! Right [ Thru f Left - Peak !Tour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour For Pnrirc Inlet -suction Bg gins at 07:45 AM 07:45 AM 35 198 43 3 279 12 229 24 7 272 26 167 43 3 239 21 259 30 10 320 27 143 44 4 ?74 2J ' 168 12 275 30 7 324 7n :0 1 334 1.1 4 121 712 179 13 1025 69 1833 _ 110 288 1240 4 9 17.9 3 13 719 939 917 ?00 957 864 899 .913 .813 .9iB 08:00 AM 08:15 AM 011:30 AM Total Volorne Pt-F File Name : SW 22 Street at SW 27 Avenue Site Code : 02202701 Start Date : 4/18/2018 Page No : 3 SW 27 Avenue Northboun Lett 34 188 22 7 251 27 144 24 3 198 39 192 29 3 263 38 . 56 32 4V0 138 680 107 17 942 14,6 722 114 18 .885 885 836 .607 .895 sW 27 Avenue Out Total $$$I l i r ta531 vat 7t` t7 �� Right TLift P&B i CNL Peak Hour Data North Peak Naar Begins at 07:45 A Passenger Cars JII a7]+]t l r P&B aigtlt CSL �3 te,s Out In Total _SW 27_ As r+uir 10 274 21 16 264 33 15 260 28 10 272 27 51 1070 109 22 1252 4,1 85.5 8,7 1.8 _ .797 976 .626 611 .972 9 9 3 314 322 304 312 1116 1079 1159 1105 4459 .962 CH Perez and Associates Consulting Engineers Inc. 9594 NW 41 st Street, Suite 201, Miami, Florida 33178 Turning Movement Counts SW 22 Street/Coral Way at SW 27 Avenue File Name : SW 22 Street at SW 27 Avenue Site Code 02202701 Start Date : 4/18/2018 Page No : 4 121 1033 1261. Q U �`Ln^ N 109 el 1070 1230 51 ' SW 27 Avenue Vcii 1 .., , ..„ ci, t.r1: ,ro Passenger Cars Heavy Vehicles.: S� yr 07,-.`1:5 AI�r1 08:30AM cio ' 1.0 1. T. • co co, SW 27 Avenue 69— 1 212 r l033 0~t 512 co Q 179: si 1387 1070 CH Perez and Associates Consulting Engineers Inc. 9594 NW 41st Street, Suite 201, Miami, Florida 33178 Turning Movement Counts SW 22 Street/Coral Way at SW 27 Avenue SW 27 Avenue SW 22 Street/Coral Way uthi3aulld Westbo nd Start Time Right Thru Left',sc. AN T� —TT/ Thru 1 Left I ...cu 1. An row Peak Hour Analysis From 12:00 PM to 01:45 PM - Peak 1 of 1 Peak Hots for Entire Intersection Begins et 12:45 PM 12:45 PM 30 160 45 9 244 21 240 47 2 310 01:00 PM 33 138 43 5 219 30 259 42 4 335 01:15 PM 40 153 37 2 232 25 240 43 10 1 8 0110PM 53 130 35 222 16 221.140 38 2 _ Total Volume 156 581 160 20 917 102 959 9 1480 118 1259 % Anti Total Y7 63 4 114 1.2 rifts 736 .909 880 5,86 940 150 .026 93R .450 .94Q File Name : SW 22 Street at SW 27 Avenue Site Code t 02202701 Start Date : 4/18/2018 Page No : 5 SW 27 Avenue Northbound Ri ht _Ttun 1 Left I r... I Ar. ra t 31 134 26 4 195 21 138 24 13 196 15 142 30 5 192 ".1 125 31 5 196 91 549 112 27 779 11.7 70_5 144 3-5 .734 ,967 $75 ,319 994 SW 22 Street/Coral Way Eastbound Ri t Thru ]Tt fi w ca. 6.1, rYia 1, L Tad] 17 230 41 4 292 1041 28 207 45 7 237 1037 13 236 36 1 286 1028 23 231 39 1 30P t 01d_ 81 910 161 13 1165 4120 7 78.1 13.8 1.1 29 960 .894 .464 .971 96'?_ o. to is D. 0 SW 27 Rvenu0 Out In Total 9 8121 I 1729i LehiP&B CNL `-► CNL Peak Hour Data North Peak Hour Begins at 1245 P Pa ase nger Cars Heald Vanities Out In Total SW 27-Avr3ttr CH Perez and Associates Consulting Engineers Inc. 9594 NW 41st Street, Suite 201, Miami, Florida 33178 Turning Movement Counts SW 22 Street/Coral Way at SW 27 Avenue File Name : SW 22 Street at SW 27 Avenue Site Code : 02202701 Start Date : 4/18/2018 Page No : 6 SW 27 Avenue e ccOc a� " 156 - ri `-, 9a9 1227 ._1 'i 22 6 ,z Passenger Cars ° Heavy Vehicles... .v w U7 N161 910 1152 81 i :45 PM' 41:3A PM ..1 es - CO �',— . V; SW 27. Avenue f 1 241 959 180-: 3 0) rt_ 160 1161 910 CH Perez and Associates Consulting Engineers Inc. 9594 NW 41st Street, Suite 201, Miami, Florida 33178 Turning Movement Counts SW 22 Street/Coral Way at SW 27 Avenue SW 27 Avenue SW 22 Street/Coral Way Southbound Wes .ound Start Time Right Thnr.w Right I Thru Left — Peak Hour Analysis From 02:30 PM to 03:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 02:30 PM 8 307 02:30 PM 31 153 44 2 230 15 254 30 02:45 PM 33 151 37 2 223 23 251 50 6 330 03:00 PM 61 164 42 3 270 18 227 35 6 286 0115PM at t33 39 8 201 28 237 438 4 317 Total Volume 146 601 162 15 924 84 969 163 24 1240 %An n • S.8 53 173 ___1j.,T 6,8 78,1 17•I 1 9 HF ;590 916 9 469__ 9?6 750 .954 815 750 .939 m O� 1 8601 File Name : SW 22 Street at SW 27 Avenue Site Code : 02202701 Start Date : 4/18/2018 Page No : 7 SW 27 Avenue SW 22 Street/Coral Way North • and Eastbound M.M 26 133 20 2 181 25 131 18 10 184 11 190 20 l 222 16 164. 33 S 208 78 618 III 18 795 98 777 )02 2.3 t10 813 880 450 .895 SW 27 Avenue Out 11 Total 1 17841 1.1111 Right Thru Left P69 4 CNL Peak Hour Data T North Peak Hour Begins al 0230 A Passenger Cars ea ehicles Ai, Toni Int Total 21 221 47 8 297 27 235 45 3 310 26 262 23 7 318 27 362 41 § _333 101 980 158 24 1263 8 77.6 12.5 1.9 955 US' 840 50 934 1015 1047 1096 1164 4272 463 CH Perez and Associates Consulting Engineers Inc. 9594 NW 41 st Street, Suite 201, Miami, Florida 33178 Turning Movement Counts SW 22 Street/Coral Way at SW 27 Avenue File Name : SW 22 Street at SW 27 Avenue Site Code : 02202701 Start Date : 4/18/2018 Page No : 8 Passenger Cars r Heavy Vehicles.-;' 02:,p 03:'15{PM CH Perez and Associates Consulting Engineers Inc. 9594 NW 41 st Street, Suite 201, Miami, Florida 33178 Turning Movement Counts SW 22 Street/Coral Way at SW 27 Avenue SW 27 Avenue SouLJ'1 and Leli rtno Start Time 1 Righl f Thru Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire tntcrsecuon Begins at 05:00 PM 38 179 40 32 155 38 37 173 41 33 191 31 140 705 157 al 135 68 151 921 Pr 951 SW 22 Street/Coral Way West .+ .d 05:00 PM 0515PM 05 30 PM 05.45 PM Total Volume Tut PUP M 6 11 6 12 35 3.4 72 T .1 263 236 257 261 1037 y ToW 23 .8111 Nis 2 aV 21 285 43 5 21 273 38 7 14 269 39 10 HI 267 39 i 0 74 1094 159 32 1359 5,4 80.5 11.7 14 0 .924 ,800 -960 ,739 354 339 332 314 Ri ht 11 18 16 2.5 File Name : SW 22 Street at SW 27 Avenue Site Code : 02202701 Start Date : 4/18/2018 Page No : 9 SW 27 Avenue No . ound 1®� 213 176 192 179 21 20 28 s5 2 8 9 4 247 222 245 141 68 760 94 33 955 71 79,6 9.8 3 5 892 .839 SW 27 Avenue Out In Tram F-1 1 2022 Rlghl T1 i.eR P&B CNL Peak Hour Data North Peak Hour Begins at 05:00 Ph� >'pssongur Cars f hEd s Out In Total SW 97 Avnnrtr . 5119 SW 22 Street/Coral Way Eastbound Atr.T.W 17 17 12 16 62 4.9 967_�9 Thru 239 282 259 6 1041 82,2 I>tTiI 37 3 298 1162 36 1 336 1133 45 4 320 1154 31 3 3 1 69 151 13 1267 4618 11,9 1 839 650 41 0, 0 r m CH Perez and Associates Consulting Engineers Inc. 9594 NW 41st Street, Suite 201, Miami, Florida 33178 Turning Movement Counts SW 22 Street/Coral Way at SW 27 Avenue File Name : SW 22 Street at SW 27 Avenue Site Code : 02202701 Start Date : 4/18/2018 Page No : 10 I ti 1327 1094 -: r . �i 094 1328; fi �`� _..._. �_ ... _ • Passenger Cars L- 0 157 1266 1041 '4" CH Perez and Associates Consulting Engineers Inc. 9594 NW 41 st Street, Suite 201, Miami, Florida 33178 Turning Movement Counts SW 22 Street/Coral Way at SW 31 Avenue _Start Time 07:00 AM 07:15 AM 07:30 AM 07;45 AM Total 08:00 AM 08:15 AM 08:30 AM 09;45 AM Total ••• BREAK ••• 12:00 PM 12:15 PM 12:30 PM 12_:4S PM Total 01:00 PM 01:15 PM 01:30 PM 0115PM Tula! • BREAK ... 02:30 PM 02:15 PM . Total SW 31 Avenue south • • and R,cht Tiult Left PEMENSWEI 1 4 1 1 0 2 0 1 2 1 0 1 2 0 0 6 5 4 1 3 5 17 1 0 0 9 10 1 0 1 5 7 3 2 0 4 9 O 0 0 9 9 5 2 1 27 35 4 4 2 15 File Name : SW 22 Street at SW 31 Avenue Site Code 02203101 Start Date : 4/18/2018 Page No : 1 grows Printed- Passenger Cars-1•Ieavv Vehicles SW 22 Street/Coral Way SW 31 Avenue West•ound Northbound , T.GI Right_ ® Left . . 2 151 11 1 4 0 225 15 0 4 1 239 16 1 5 l 293 14 1 2 56 3 15 143 215 230 287 875 6 4 3 14 4 908 4 294 2 0 300 8 327 2 0 337 4 334 3 0 341 5 318 3 0 326 21 1273 l0 0 1304 O 0 0 4 4 5 261 6 0 272 3 0 0 2 5 10 302 6 0 3180 280 8 0 0 5 13 11 267 O 7 11 11 21A 5_ 1 301 4 0 15 0 0 18 33 37 111: 19 1 1171 3 0 2 12 17 5 0 1 17 23 4 0 1 11 16 2 0 0 16. 18 14 0 4 56 74 4 0 0 12 0 0 16 0 2 6 5 15 5 21 03:00 PM 1 10 0 0 7 17 03:15 PM 12 0 4 5 21 .r.BR]AK.•• 38 6 579 5 1 591 1 66 0 8 Total 22 0 4 12i 7 10 293 2 0 305 27 1 4 5 37 04:00 PM 2 0 10 5 7 10 299 5 0 314 33 1 4 2 40 804:PM 4 0 2 2 10 7 310 5 0 322 33 1 4 0 38 04:30 PM 0 0 9 17- 5 103 6 0 314 35 0 5 6 46 w .t; r0 - 41 32 1205 18 0 1255 128 3 17 13 161 7 e;aL a1 133 0 4 24 7 8 336 5 0 349 27 0 5 4 36 05:PM 0 2 4 8 6 322 6 0 334 27 1 8 6 42 05:15 PM 2 3 0 3 3 9 309 13 0 331 30 0 0 1 31 05:45 PM 3 0 1 ] 2 16 05:45 1'M14 6. 0 _1 7 14 5 304 1_1____IT320- 22 0 3 2 27. Total 12 0 7 26 45 28 1271 35 0 1334 106 1 16 13 136 Grand Total 105 3 23 173 304 176 8065 144 9 8394 607 16 96 68 787 2.1 96.1 1.7 0,1 77.1 2 12.2 8.6 Apprch • 34.5 1 0.1 56.9 1.7 1 43.3 0,8 0.1 47:3 3.4 -O,J 0:5 0.4 4.4 Tout S$ 103 03 0.1 9274 602 16 90 66 774 304 176 7949 141 9 Passenger Can 103 3 23 173 ,.,,.,9 120 5 0 6 2 13 .. Heavy vehicle: 0 0 0 0 0 0 11715 2 1 0 1.4 0 8 0 6.2 2 9 1 7 )t Heavy vehicles 0 0 0 0 Tnut 2 18 0 19 4 26 19 8 82 20 1 5 4 30 26 2 3 1 32 31 2 4 1 38 18 0 3 2 23 95 5 15 8 123 10 0 1 2 13 18 0 3 2 23 17 1 4 2 24 17 1 2 4 24 62 2 10 10 84 9 288 9 0 306 12 0 7 2 21 11 281 7 0 299 13 0 0 1 14 10 290 8 1 309 17 0 3 2 22 5 255 6 0 :46 1.1, 1 0 0 12 35 1144 30 1 1210 53 1 10 5 69 1 302 7 0 310 1 302 6 1 3.1.1 2 604 13 2 621 2 299 3 0 304 4 280 2 1 287 P&B CNL: Pedestrians and Biicyclistsl Crossing North Leg P&B CSL: Pedestrians and Biicyclistsl Crossing South Leg P&B CWL: Pedestrians and Biicyclistsl Crossing West Leg P&B CEL: Pedestrians and Biicyclistsl Crossing East Leg SW 22 Street/Coral Way astbaund R-i' .1 MAI Left L EM.% 1 A,9.1+.1 1.11 I 3 325 1 2 331 502 18 326 4 0 348 598 15 306 2 0 323 593 1D 213 1 0 294 610 1296 23D3 46 1240 16 286 1 0 303 16 286 4 0 306 16 284 0 0 300 14 278 0 0 293 62 1134 5 0 1201 8 273 4 0 285 5 276 1 2 284 8 274 5 0 287 11 265 1 1 278 32 1088 11 3 1134 643 682 688 650 2663 574 630 604 614 2422 9 270 2 0 281 625 6 272 0 2 280 616 5 275 6 0 286 63.3 12 233 2 2 249 575 32 1050 10 4 1096 2449 20 1 4 4 29 4 262 4 2 272 272 19 0 1 4 24 3 283 0 0 286 39 1 5 3 53 j 7 545 4 29 0 4 0 33 I 11 290 4 0 305 659 39 0 4 3 46 4 283 3 D 290 644 617 63r._ 1253 79 l 15 573 7 0 595 1303 9 287 2 0 298 ' 11 276 2 0 289 9 283 0 0 92 13 235 3 2 292 1303 42 1131 7 11 259 4 D 274 7 299 0 0 306 10 290 2 0 302 7 293 1 0 301 35 1141 7 0 1183 271 7902 59 13 8245 3.3 95.8 0.7 0.2 13 44.4 03 0,1 46.5 270 7900 39 13 9142 1 102 0 0 103 0 4 1.3 0 0 1.2 647 650 662 680 2639 666 690 680 662 2698 17730 17494 236 1.3 CH Perez and Associates Consulting Engineers Inc. 9594 NW 41 st Street, Suite 201, Miami, Florida 33178 Turning Movement Counts SW 22 Street/Coral Way at SW 31 Avenue File Name : SW 22 Street at SW 31 Avenue Site Code : 02203101 Start Date : 4/18/2018 Page No : 2 SE North 4118/2018 07:00 AM 4/18/2018 05:45 PM Passenger Cars Heats' Vehicles 414 4 Out In Total SW 3 tASt_nur tsra � w 9, c� -4 ym w- 010 CH Perez and Associates Consulting Engineers Inc. 9594 NW 41 st Street, Suite 201, Miami, Florida 33178 Turning Movement Counts SW 22 Street/Coral Way at SW 31 Avenue File Name : SW 22 Street at SW 31 Avenue Site Code : 02203101 Start Date : 4/18/2018 Page No : 3 SW 31 Avenue SW 22 Street/Coral Way SW 31 Avenue ktuthbnund Westbound Northbound Stars Time Right l Thru I Left l ..o� A TwI Right 1 Thru I Left i r,ecn, A r. i Ri ht Tiln1 1 Lefl I rmca I A.a rd., Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Enfiire intersection Begins at 08:00 AM 2 0 300 20 1 5 4 30 08:00 AM 1 0 0 9 10 4 294 08:15 AM 1 0 1 5 7 8 327 2 0 337 26 2 3 1 32 0830 AM 3 2 0 4 9 4 334 3 0 341 31 2 4 1 38 08:45 AM 4 0 0 9 9 _5 31 i1 3 0 32e 18 0 7 7 71 Total Volume 5 2 1 27 35 21 1273 10 0 1304 95 5 15 8 123 1.6 976 0.8 0 772 41 12.2 6,5 '4 Atm. Total 140 2.9 77.1 AITF 417 250 250 ,750 875 ,656 .453 .833 1100 .956 766 625 750 500 809 3r 0 N b . SW 31 Avenue Out L3ii In RI hi Thru 0 Leff P&B ► CNL Peak Hour Data North LPeak Hour Begins at 08:00AM1 IIILPassenger Cars ea iekS__ SW 22 Street/Coral Way Eastbound Right I 1 nro Leftrnrnr App_Tkaa los Total l 16 286 1 0 303 643 16 286 4 0 306 682 16 284 0 0 300 688 14 278 0 n "n 6 62 1134 5 0 1201 52 944 044 0� 969 991 .313 .000 2_. 0-0 CH Perez and Associates Consulting Engineers Inc. 9594 NW 41st Street, Suite 201, Miami, Florida 33178 Turning Movement Counts SW 22 Street/Coral Way at SW 31 Avenue File Name : SW 22 Street at SW 31 Avenue Site Code 02203101 Start Date : 4/18/2018 Page No : 4 5 • ',1273 1293 5 0 a cI 5 NI 1134 1201 62 SW 31 Avenue (A Pta f W - 21 13Q4 1273 10 N PF m n 1 � 1230 1134 '. Passenger Cars Heavy Vehicles 08:00 AM 08:45 AM o Nr,0 in in cGn. a N ' SW.31.Avenue_ _ CH Perez and Associates Consulting Engineers Inc. 9594 NW 41 st Street, Suite 201, Miami, Florida 33178 Turning Movement Counts SW 22 Street/Coral Way at SW 31 Avenue SW 31 Avenue SW 22 Street/Coral Way Sou bl nd W d Start Time Right ThruI- Left ....xi ToLd Right Thru Left r.nai I A Peak Hour Analysis From 12:00 PM to 01:45 PM - Peak 1 of 1 Peak Hour for ' tin Intersection Begins at 12:45 PM 11 11 284 5 12:45 PM 4 0 0 7 01:00 PM 3 0 2 12 17 9 288 9 O l:15 PM 5 0 1 17 15 11 281 8 Tot41 Voiumo 16 0 4 47 67 41 1143 29 .: Tel 23.4 9 6 70.1 3.4 44.I 2.4 P; 900 000 sea .•91 .728 5 - .806 File Name : SW 22 Street at SW 31 Avenue Site Code : 02203101 Start Date : 4/18/2018 Page No : 5 SW 31 Avenue orthbound W 1 301 17 1 2 4 24 O 306 12 0 7 2 21 O 299 13 0 0 1 14 1 302 . 1� 0 3 2 22 2 1215 59 1 12 9 81 01 72.8 1y _I4.8 11 1 ,500 .983 .869 .250 .429 563 .844 SW 22 Street/Coral Way Eastbound 11 265 1 1 278 9 270 2 0 281 6 272 0 2 280 5 275 6 0 296 31 1082 9 3 1125 3.$ 962 04 9.3 .705 .984 .375 375 983 rn d U SW 31 Avertuu Out 511 In Total I 118I Rlaht T1 L n P&B CNL Peak Hour Data North Peak Hour Begins at 12:45 P Passungar Cars ileav9 VOW L 12 1 001 Out In Total Tr9 P8B ru_11.1.h1 . 59 9 ,W-31 AvrnUP 614 625 616 633 2488 .903 CH Perez and Associates Consulting Engineers Inc. 9594 NW 41st Street, Suite 201, Miami, Florida 33178 Turning Movement Counts SW 22 Street/Coral Way at SW 31 Avenue File Name : SW 22 Street at SW 31 Avenue Site Code : 02203101 Start Date : 4/18/2018 Page No : 6 tri 1082 1122 31 SW 31 Avenue Passenger Cars Heavy Vehicles" 12:45 PM Q1:30 PM 1 M AN N Iin I SW_31 Avenue r 44- 1,4 0 4 1145 1O82'- 59— CH Perez and Associates Consulting Engineers Inc. 9594 NW 41st Street, Suite 201, Miami, Florida 33178 Turning Movement Counts SW 22 Street/Coral Way at SW 31 Avenue 1 SW 31 Avenue Soutebound $}.arl Type xj,ht ®�IN. Peak Hour Analysis From 02:30 PM to 03:15 PM - Peak 1 of I Peak Hour for Entire Intersection Begins at 02:30 PM 02:30 PM 4 0 0 2 6 1 302 02:45PM 12 0 0 3 15 1 302 03:00 PM 10 0 0 7 17 2 299 7 4 299 D3:15 PIA 12 9 4 S Total Volume 38 0 4 17 59 8 1183 -%Aria lntal 64-4 0 68 28 0.7 976 Fyn, 797 000 254 607 V 500 74 r— N SW 22 Street/Coral Way We t•aund 7 0 310 6 2 311 3 0 304 2 1 '8x 18 3 1212 1.5 02 643 .375 .974 1 201 File Name : SW 22 Street at SW 31 Avenue Site Code : 02203101 Start Date : 4/18/2018 Page No : 7 SW 31 Avenue Northbound 20 1 4 4 29 19 0 1 4 24 29 0 4 0 33 39 0 4 7 46 107 1 13 11 132 811 08 98 83 .686 250 .813 ,6*9 .717 13W 31 Avenue Out In Total 1 791 1 Rlghl Thru Len CP&B NL l 1 '--1 NL Peak Hour Data North Peak Hour Begins at 02:30 P Passenger Cars e P&B Le Th c v CS I 401 Out In Total SW11Avenue 1 1721 SW 22 Street/Coral Way Eastbound :'1 4 262 4 2 272 3 283 0 0 286 11 290 4 0 305 4 283 3 D 290 22 1118 11 2 1153 1.9 97 1 02 500 .964 688 .250 945 617 636 659 641 2556 970 CH Perez and Associates Consulting Engineers Inc. 9594 NW 41 st Street, Suite 201, Miami, Florida 33178 Turning Movement Counts SW 22 Street/Coral Way at SW 31 Avenue File Name : SW 22 Street at SW 31 Avenue Site Code : 022031b1 Start Date : 4/18/2018 Page No : 8 38 1103 1234 a) N 11 Pl 1118 1151 22 SW 31 Avenue .-16.—aoa Q Passenger Cars Heavy Vehicles + 02:30 PM 0315 PM re P rJ _ SW. 31_Avertue 8 1208 1183 �.-1LA 8IS a v 4 1229 1118 CH Perez and Associates Consulting Engineers Inc. 9594 NW 41st Street, Suite 201, Miami, Florida 33178 Turning Movement Counts SW 22 Street/Coral Way at SW 31 Avenue File Name : SW 22 Street at SW 31 Avenue Site Code : 02203101 Start Date : 4/18/2018 Page No : 9 SW 31 Avenue SW 22 Street/Coral Way SW 31 Avenue SQuthbo nd Westbound Northbound Start Time . Right I Thru I Left new I Asr-r•W Right Thru I Left L.nr I App-rnW Right l Thru Left 1 ..... { nl, rw Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 7 0 1 9 17 5 303 6 0 314 35 0 5 6 46 05:00 PM 1 0 2 4 7 8 336 5 0 349 27 0 5 4 36 05:15 PM 2 0 3 3 8 6 322 6 0 334 27 1 8 6 42 05:301'144 3 13 1 12 vs 9 309 13 0 331 30 0 0 1 31 Tote! Volume 13 0 7 28 48 28 1270 30 0 1328 119 1 18 17 155 4 f'.i"FA•T' P� 1 0 L.3 5ri1 95.6 23 0 76_8 06 11.6 11 I'tl� 54 400 SBJ 5838l .706 _,U8 945 .577 000 lSl 850 25{t ,563 708 .842 SW 22 Street/Coral Way Eastbo d Right i Thru I Left I r,.cn I tip?w. lnr Tool 13 285 1. 2 303 680 11 259 4 0 274 666 7 290 0 0 301 680 690 Id 290 '_ 41 1133 9 2 1185 2716 3-5 95.6 08 '2 788 947 .563_ 250 998 .984 P us 0_U 5W 31 Avonu1 Out a Total 851 381 Ri ht 1 Left P&9 L, CNL Peak Hour Data North Perak Hour.Begins ai 01:45 P Passenger Cars Hoavves 2rO1 Out In Total SW 31 Syaniit, CH Perez and Associates Consulting Engineers Inc. 9594 NW 41 st Street, Suite 201, Miami, Florida 33178 Turning Movement Counts SW 22 Street/Coral Way at SW 31 Avenue File Name : SW 22 Street at SW 31 Avenue Site Code : 02203101 Start Date : 4/18/2018 Page No : 10 18 - 30 N c , Passenger Cars 92 o -. C.)Heavy Vehicles �, 04:45. PM Q 4 05:30 PM o 9 UI 1133 1183 '4 1259 1133 CH Perez and Associates Consulting Engineers Inc. 9594 NW 41 st Street, Suite 201, Miami, Florida 33178 • Turning Movement Counts SW 22 Street/Coral Way at SW 32 Avenue 1 Start Time 07:00 AM 07:15 AM 07:30 AM 07!45 AM Total 08:00 AM 08:15 AM 08:30 AM 08:45 AM Total ••• BREAK ••• 12:00 PM 12:15 PM 12:30 PM 17145 pm Total 0]:OOPM 01:15 PM 01:30 PM 01:45 PM Total ••• BREAK •" 02:30 PM 02:45 PM Total File Name : SW 22 Street at SW 32 Avenue Site Code : 02203201 Start Date : 4/18/2018 Page No : 1 Groups Printed- Passen esr r Cars - Heavy Vehicle SW 32 Avenue SW 22 Street/Coral Way SW 32 Avenue SW 22 Street/Coral Way S uthbou d Westbound Northbound Eastbound Right 1 Thrt3 LeA .uar. A r.., Right I ThrW ] LeftI rnm 1 + , 1 R.i tht Th1u 1 Left .,.jn� sr 11,,hl,.rK A Lt., 161 Taal/ 19 49 15 1 84 6 129 16 0 151 35 35 12 2 84� 12 284 19 1 316 635 21 70 25 3 119 6 173 36 2 217 36 59 27 0 122 18 279 25 1 323 781 31 93 15 8 63 15 1 105 35 26242 26 55 12 5 98 16 285 38 2 3 1 8 4137 5 76fi45 26 764 114 9 256 27 0 303 23 7431 2 130 25 258 23 1 307 877 97 275 65 9 913 120 223 82 9 434 71 1106 105 5 1287 3079 34 94 15 2 145 9 262 23 1 295 24 82 35 0 141 32 259 36 1 328 909 31 81 13 2 127 9 285 43 3 340 20 88 32 1 141 18 267 34 3 322 930 32350 20 41 79 16 3 140 7 31090 35 2 147 24 257 44 1 326 963 2954 31 2246 49 4 330 921 41 7; 14 _ 1 l28 9 3a 2 326 ?7 75 30 } l37 31 - 1306 3723 138 336 58 8 540 34 1152 117 8 1311 93 335 132 6 566 105 1029 163 9 37 96 28 0 161 6 225 23 0 254 304 35 57 10 2 104 14 256 39 0 33 74 21 3 131 12 236 27 2 277 32 63 19 9 123 13 248 22 3 286 137 290 78 14 514 45 965 111 5 1126 33 58 21 14 126 29 71 13 8 121 22 71 19 4 116 27 85 17 4 133 111 285 70 30 496 27 70 11 4 112 40 92 t'_ 6 150 67 162 23 10 262 03:00 PM I 27 03:15 PM 4 32 ••• I3REAK ••• Total 1 ie 04:00 PM 04:15 PM 04:30 PM 04:45 P141 Total 05:00 PM 05:15 PM 05:30 PM ©3:45 PM Total Grand Total Apprch Total % PusrngR C.rs Heavy Vchiclrs 54 Hnvy Veidn 12 241 37 4 294 15 231 41 1 288 15 237 37 1 290 11 235 33 2 281 53 944 148 8 1153 12 259 43 1 315 14 260 45 2 321 26 519 88 3 636 21 54 27 1 303 28 46 31 6 111 26 62 40 5 133 30 52 24 12 118 105 214 122 24 465 23 53 45 2 123 28 64 34 3 129 25 70 38 7 140 22 59 39 4 114 98 246 146 16 506 24 87 24 6 141 24 59 36 6 125 48 146 60 12 266 66 15 2 110 16 255 38 . 310 i 25 85 25 3 138 80 16 12 140 16 240 33 4 293 I 17 83 19 0 119 146 31 14 250 1 32 495 71 5 603 34 90 23 9 156 43 79 19 7 148 40 77 26 8 151 48 75 24 4 151 165 321 92 28 606 39 69 20 5 133 62 108 21 3 194 61 71 10 12 154 47 :83 24 9 163 209 331 75 29 644 983 2146 492 141 3762 26.1 57 13.1 3,7 4 8.8 2 0.6 155 970 2081 486 122 3659 13 65 6 19 103 13 3 12 13,5 2,7 14 254 28 3 299 15 26D 36 3 314 10 260 42 1 313 11 292 19 0 3h2 50 1066 125 7 1248 16 291 42 0 349 1D 284 30 2 326 12 273 30 2 317 13 265 I8 3 319" 51 1113 140 7 1311 317 7018 914 52 8301 3.8 84.5 11 0.6 _1,3 28;8 3,8 Di 34,1 305 0997 898 46 8156 25 231 31 0 287 16 239 35 1 291 25 233 44 6 308 25 275 18 __ 3 270 91 928 128 9 1156 23 233 32 1 289 32 243 29 0 304 32 236 28 7 303 33 214 44 3 293 119 926 133 11 1189 805 815 849 797 3266 832 842 849 821 3344 26 234 28 3 291 859 27 240 24 3 294 390 53 474 52 6 585 49 29 252 41 3 325 883 15 244 32 4 295 847 42 168 44 3 257 T 44 496 73 7 620 1 1730 11 73 26 5 115 20 260 35 6 321 5 80 28 4 117 26 259 42 5 332 23 95 32 13 163 25 250 33 2 310 10 79 26 2 117 20 269 38 1 328 49 327 112 24 512 91 1038 148 14 1291 15 77 33 4 129 18 238 48 3 307 13 76 43 1 133 17 266 36 2 321 14 76 35 3 128 18 283 39 3 343 ICI 31 _ 42 14 147 21 267 13 8 329 52 310 153 22 537 74 1054 1.56 16 1300 607 1969 851 116 3543 648 7051 958 77 8734 17.1 55.6 24 3.3 7.4 80,7 11 0.9 23 8,1 3.5 9.3- 14.6 i 2.7 29 3.9 013 353 592 1918 843 102 3455 633 6953 938 62 8586 12 111 16 6 145 3.8 1 6 1.8 11 5 1 7 P&B CNL: Pedestrians and Biicyclistsl Crossing North Leg P&B CSL: Pedestrians and Biicyclistsl Crossing South Leg P&B CWL: Pedestrians and Biicyclistsl Crossing West Leg P&B GEL: Pedestrians and Biicyclistsl Crossing East Leg 15 51 8 14 88 2.5 2 6 0.9 12.1 2.5 15 98 20 15 148 23 14 21 195 17 891 911 937 918 3657 918 974 942 958 3792 24340 23656 484 2 CH Perez and Associates Consulting Engineers Inc. 9594 NW 41 st Street, Suite 201, Miami, Florida 33178 Turning Movement Counts SW 22 Street/Coral Way at SW 32 Avenue 0 3151 83 344 SW 32 Avenue n Total 8820 108 _231A6 40 Left P81 CNL North 4/18/2010 07:00 AM 4/18/2018 05:45 PM Passenger Cars Cu` In Total SW3 Asrnua File Name : SW 22 Street at SW 32 Avenue Site Code : 02203201 Start Date : 4/18/2018 Page No : 2 OD „cx aawm /7 13 � mPawrn v A- .a •u m SW 32 Avenue So bound — Thru CH Perez and Associates Consulting Engineers Inc. 9594 NW 41st Street, Suite 201, Miami, Florida 33178 Turning Movement Counts SW 22 Street/Coral Way at SW 32 Avenue r File Name : SW 22 Street at SW 32 Avenue Site Code : 02203201 Start Date : 4/18/2018 Page No : 3 11 Start Time Ri ht Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM 262 08:00 AM 34 94 15 2 145 9 08.15 AM 31 81 13 2 127 9 285 08:30 AM 32 89 16 3 140 7 310 1152 48.45:tM 31 36_ 8 1 8 54400 295 34 Told Volum5 c 138 336 8 i 6 87 9 Y.APP r440L 256 622 10.7 1. PHr .84 8 4 9 667 931 .9i4 929 Left l OA A Teol SW 22 Street/Coral Way W stbound T Rihl SW 32 Avenue Northbound Leff ... 23 1 295 43 3 340 31 2 350 20 >_ 326 17 8 1311 89 06 667 9i6 SW 22 Street/Coral Way .;ohs 24 82 35 0 141 32 20 88 32 1 141 18 20 90 35 2 147 24 2 75. 3.0 3 137 31 93 335 132 6 566 105 164 592 23.3 1.1 _ 8 91r 3 500 963 .820 S I+V 32 Avertu 4 Out I Total L 5321 + I 10721 Peak Hour Data tbound Le$1rwrw. 259 36 267 34 257 44 246 49 1029 163 9 1306 78.8 12.5 0-7 n6. .963 832 - 63 964 Aea Taal kr_ lead 909 930 963 3723 Te ,o," North ert Peak Hour Begins at 08:01) Passenger Cars — 0 Heav Ve 9ctart o yea o m W .. us 6.c. r I 11241 1 3 1 328 322 326 4 330 CH Perez and Associates Consulting Engineers Inc. 9594 NW 41st Street, Suite 201, Miami, Florida 33178 Turning Movement Counts SW 22 Street/Coral Way at SW 32 Avenue File Name ; SW 22 Street at SW 32 Avenue Site Code 02203201 Start Date : 4/18/2018 Page No : 4 SW 32Avenue Cr) a 138 --1.' 1152 1422 03 N 163 1 029 1297 105 Passenger Cars Heavy Vehicles " y 0g:ou,A l os ;4&_aM SW 32 Avenue + ea Loll 1303 1152 yy 1=1-70 v 58 1180 1029` CH Perez and Associates Consulting Engineers Inc. 9594 NW 41 st Street, Suite 201, Miami, Florida 33178 Turning Movement Counts SW 22 Street/Coral Way at SW 32 Avenue File Name : SW 22 Street at SW 32 Avenue Site Code : 02203201 Start Date : 4/18/2018 Page No : 5 SW 32 Avenue SW 22 Street/Coral Way SW 32 Avenue Southbound Westbound Northbound Start Time .Ri ht :Tara i Left 1 i:u0. 1 mcrow Right I Thru I Left i "'m! ne —Rr ht Tkuu l_i1:iv....l Peak Hour Analysis From 12:00 PM to 01:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 01:00 PM 01:00 PM 33 58 21 14 126 12 241 37 4 294 23 53 45 2 123 01:15 PM 29 71 13 8 121 15 231 41 1 288 28 64 34 3 129 01:30 PM 22 71 19 4 116 15 237 37 1 2990 25 70 2 70 388 4 140 7 140 01:45 pm 27 ES 17 4 p3 11 235 33 2 '2 Total Volume 111 285 70 30 496 53 944 148 8 1153 98 246 145 16 506 .e6 61.9 128 Q7 19.4 4$.6 26.9 3.2 •n hon. Ta11 2.1 57,5 14.1 6 PM .241 ,878 ,03 .536 932 883 979 .902 500 __,980 1175 879 811 .571 904 SW 22 Street/Coral Way E E stbound R2ghl Thru f Left race nrs Taw 23 32 32 33 119 10 _930 233 243 236 �l•t 926 77 9 tia.T6ul 32 1 289 832 29 0 304 842 Y8 7 303 849 44 293 221 133 11 1189 3344 11 2 0.9 53 756 U 1 4321 SW 32 Avenue Out I[I_�,, Total 4J 1 9281 a5 ru Left P813 1� CNL Peak Hour Data T North Peak Hour Begins al 01:00 P Passenger Cars Heavy Valdes P813 98 8 r 5521 Out In Total SW 39 htre•nur 1 10581 m m rw CH Perez and Associates Consulting Engineers Inc. 9594 NW 41 st Street, Suite 201, Miami, Florida 33178 Turning Movement Counts SW 22 Street/Coral Way at SW 32 Avenue File Name : SW 22 Street at SW 32 Avenue Site Code : 02203201 Start Date : 4/18/2018 Page No : 6 ' iPassenger Cars f_Fc '� Heavy Vehicles' f 0f QO:PM~ c7 01:45'PM g 1 1094 926 jr- CH Perez and Associates Consulting Engineers Inc. 9594 NW 41 st Street, Suite 201, Miami, Florida 33178 Turning Movement Counts SW 22 Street/Coral Way at SW 32 Avenue File Name : SW 22 Street at SW 32 Avenue Site Code : 02203201 Start Date : 4/18/2018 Page No : 7 SW 32 Avenue SW 22 Street/Coral Way Westbound Start Time gh nfy Toni Right I Thru [ Left 1. rg, Peak Hour Analysis From 02:30 PM to 03:15 PM - Peak 1 of 1 Peak Hour far Elites Intersection Begins at 02:30 PM 02:30 PM 27 70 11 4 112 02:45 PM 40 92 12 6 150 03;00 PM 27 66 15 2 110 34 0P 32 80 16 12 Total Volume �;,A ,.T SOt1 ound Ri t Thry Left ra . SW 32 Avenue Northbound Left SW 22 Street/Coral Way Eastboun Left 12 259 43 1 315 24 87 24 6 141 26 14 260 45 .2 321 24 59 36 6 125 27 16 255 38 1 310 25 85 25 3 138 29 6 2.10 33 a 393 17 53 19 9 119 15 159 1 1239 90 314 104 15 523 97 970 0 1125 5 113 1205 12.8 0 6 17.2 60 19.9 2.9 ,1 883 _5 96s 940 .94x _ .?33 _-6�5 .927 836 .962 _rat _al] .221_ 234 28 3 291 859 240 24 3 294 890 252 41 3 325 883 244 32 4 29S 347 3479 art CH Perez and Associates Consulting Engineers Inc. 9594 NW 41st Street, Suite 201, Miami, Florida 33178 Turning Movement Counts SW 22 Street/Coral Way at SW 32 Avenue File Name : SW 22 Street at SW 32 Avenue Site Code : 02203201 Start Date : 4/18/2018 Page No : 8 126 4704 1244. co .N 125 970 1192 SW 32 Avenue Passenger Cars -Heavy Vehicles;'-' 02t3O PM OS":i 97 IP 1 co a) SW 32 Avenue. 1014 _159.: 2. u 54 1114 970 "� CH Perez and Associates Consulting Engineers Inc. 9594 NW 41st Street, Suite 201, Miami, Florida 33178 Turning Movement Counts SW 22 Street/Coral Way at SW 32 Avenue File Name : SW 22 Street at SW 32 Avenue Site Code : 02203201 Start Date : 4/18/2018 Page No : 9 SW 32 Avenue SW 22 Street/Coral Way Sorutitound 1 Wes . :d Mart Time Riehi I Thru ! Left_] .,.�, nyr T.w Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak }lour for Entire Intersection Begins at 05:00 PM 05:00 PM 39 69 20 5 133 16 291 42 0 349 326 05:15 PM 62 108 21 3 194 10 284 30 05:30 PM 61 71 10 12 154 12 273 30 2 317 tB•.5. 47 83 24 9 103 13' 265 99 3 319 Told Volume 209 331 75 29 644 _ 51 1113 140 7 1311 . Taul 32 55 51,4 11 6. 4 5 _ 4 84 9 10 7 0 5 PHP' 843 766 781 604 = 0 _797 956 AD_ .583 .93 9 SW 32 Avenue Northbound 15 77 33 4 129 13 76 43 1 133 14 76 35 3 128 10 R1 42 14 132 52 310 153 22 537 9.7 57.7 28,5 4 1 867 957 1390 .393 913 .881 -931 SW 22 Street/Coral Way Fogbound � AC . r.U! Int To:r1 18 238 48 3 307 918 17 266 36 2 321 974 18 281 39 3 343 942 21 267 37 8 329 _.2511 74 1054 156 16 1300 3792 5.7 81.1 12 1.2 -813 500 948 - ,973 0 2 oa 0_U SIN 32 Avenue Out 1 Total 844 LLaJ 5171 Right IfU Left CNL CNL Peak Hour Data North prakl lour Begley at 05:00 Passenger Cars yet4des r} PBB R•T11 C 2 f toa21 out 1rl Total yea nven1w File Name : SW 22 Street at SW 32 Avenue Site Code : 02203201 Start Date : 4/18/2018 Page No : 10 CH Perez and Associates Consulting Engineers Inc. 9594 NW 41st Street, Suite 201, Miami, Florida 33178 Turning Movement Counts SW 22 Street/Coral Way at SW 32 Avenue .1113 .1475 rr _.1 a Passenger Cars o . l eavy Vehiicl s ci Fa.' 05'O0PMA� (15 05. 5}PM N' 156 '= 1054 1284 CH Perez and Associates Consulting Engineers Inc. 9594 NW 41 st Street, Suite 201, Miami, Florida 33178 Turning Movement Counts SW 22 Terrace at SW 29 Avenue SW 29 Avenue So thbnund _ Right I Thru I Left I .asen I AN, Tool_ 07:00 AM 2 3 2 0 7 07:15 AM 0 9 11 0 20 07:30 AM 2 3 5 0 10 07:45 AM 1 7 8 9 18 Total 7 22 26 0 55 08:00 AM 08:15 AM 08:30 AM 00:45 AM Total "•• BREAK ••" 02:00 PM 02:15 PM 02:30 PM 02:45 PM 2 7 11 1 21 5 9 15 0 29 4 6 12 0 22 6 13 10 0 29 17 35 48 1 101 3 5 4 0 12 3 6 2 0 11 6 3 11 0 20 25 Total 21 22 25 0 68 03:00 PM 4 14 8 1 27 03:15 PM 0 9 8 0 17 03:30 PM 5 8 9 1 23 03:45 p.1 _ 7 13 7 0 27 Total 16 44 32 2 94 Grand Total Apprch % Toi 1% Passenger Cm Heavy Vehicles %navy VahkI . 61 123 131 3 318 19.2 38.7 41.2 0.9 4.7 9.5 _ 10,1 0.2 24.5 61 123 128 3 315 0 0 3 0. 3 0 0 2 3 0 0.9 File Name ; SW 22 Terrace at SW 29 Avenue Site Code : 22002902 Start Date : 5/22/2018 Page No : 1 Croups Printed- i'asscn.cr Cars -Heavy Vehicles SW 22 Terrace SW 29 Avenue Westbound 1 Northbound Right I 'nullI Left I aasCA l npp told 4 6 1 0 11 4 15 1 0 20 2 10 1 1 14 5 5 0 1 11 15 36 3 2 56 3 13 3 0 19 3 15 3 0 21 4 23 3 0 30 4 16 1 0 21 14 67 10 0 91 5 15 3 0 23 7 9 5 0 21 8 22 6 0 36 y 13 2 0 24 29 59 16 0 104 12 29 7 0 48 6 17 4 0 27 7 21 4 0 32 12 20 4 0 36 37 87 19 0 143 Right I Thu I Left I 1 6 1 0 8 0 8 1 0 9 9 11 2 0 22 0 8 1 0 17 18 33 5 0 56 7 13 0 0 20 4 13 1 0 18 5 17 0 0 22 6 36 0 0 27 22 59 1 0 82 3 12 1 0 16 3 8 1 0 12 3 4 1 0 8 3 11 2 0 16 12 35 5 0 52 3 12 3 0 18 3 10 2 0 15 5 13 1 0 19 3 11 1 0 15 14 46 7 0 67 95 249 48 2 394 66 173 25.7 67.3 17 0 257 24.1 63.2 12.2 0.5 7.3 19.2 3.7 0,2 30.4 5,1 13.3 1.4 .0 19:8 66 173 17 0 256 92 247 45 2 316 3 2 3 0 8 3 2 0 8 6.2 0 2 P&B CNL: Pedestrians and Biicyclistsl Crossing North Leg P&B CSL: Pedestrians and Biicyclistsl Crossing South Leg P&B CWL: Pedestrians and Biicyclistsl Crossing West Leg P&B CEL: Pedestrians and Biicyclistsl Crossing East Leg 0 0 1 0 1 D 0 5.6 0 0.4 SW 22 Terrace Eastbound Ri hi I Thru 0 6 2 2 10 36 1 13 4 0 18 67 1 22 3 2 28 74 1 24 5 1 31 77 3 65 14 5 87 254 0 23 6 0 29 1 27 3 0 31 2 19 8 0 29 1 16 5 0 22 4 85 22 0 111 0 3 4 0 7 0 10 6 0 16 2 13 3 0 18 0 17 9 0 26 2 43 22 0 67 0 13 2 0 15 2 9 4 0 15 1 11 4 1 17 r 10 4 1 16 43 14 63 13 236 72 7 328 4 72 22 2.1 1 18.2 5.6 0.5 2.5. 10 236 72 7 325 3 0 0 0 3 23,1 0 a 0 0.9 89 99 103 94 385 58 60 82 91_ 291 108 74 91 94 367 1297 1282 15 1.2 CH Perez and Associates Consulting Engineers Inc. 9594 NW 41 st Street, Suite 201, Miami, Florida 33178 Turning Movement Counts SW 22 Terrace at SW 29 Avenue File Name : SW 22 Terrace at SW 29 Avenue Site Code : 22002902 Start Date : 5/22/2018 Page No : 2 m SW 2u AvCnua Out Jp To!nl 337 3t5 552 3 5 iQ _65 �J. Right Thu Left CNL CNL North 5/22/2018 07:00 AM 5/22/2018 03:45 PM passen0erCars .. hl.:C r 434 1IL 441 Out Sn Total W a,..4 A�nnti�rt r mtp U an CH Perez and Associates Consulting Engineers inc. 9594 NW 41 st Street, Suite 201, Miami, Florida 33178 Turning Movement Counts SW 22 Terrace at SW 29 Avenue File Name : SW 22 Terrace at SW 29 Avenue Site Code : 22002902 Start Date : 5/22/2018 Page No : 3 SW 29 Avenue SW 22 Terrace SW 29 Avenue Soutl7bound W stbourld N rthbnund Start Time Right Thru I Left 1 ,..eci, i Afy TO.1 Ri t Left 'MOO- App.mw Right I Thru I Leal .... LE 1 Pcak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of ] Pcak Hour for [:mitt Intersection Begins at 08:00 AM 0 19 7 13 0 0 1 08: 08:15AM 5 9 15AM 2 7 10 1 29 3 15 3 0 21 4 13 1 0 08:3022 4 23 3 AM 4 6 12 0 0 30 5 17 0 0 mi sAl'L. 6 p to n _ 4 16 I a 21 6 16 a 11 0 91 22 59 1 0 82 Total Volume 17 35 48 1 101 14 67 10 0 �68 72 -2 0 �1f� 711n8 623 _ ".L Apa Tei1a1 18 MO.250 071 875 728 .833 Ma .758 _786 .868 2513 .000 .6,�,� en 1 SW 29 Avenue Out In Total 951 1t Left P&B 4 CNL Peak Hour Data North Peak Hour Begins al R9:a]0 Passenger Cars r ive VpI1EcIe_s r P&B RI. hA Out In Total R1A1_201M.von_1-1r 20 18 22 1.1 .932 4 85 22 36 766 198 Q. 500 .787 688 000 .895 .934 SW 22 Terrace Eastbound Right I Thru I .Leff I IMM _ >,n, g 0 23 6 0 29 89 1 27 3 0 31 99 2 19 8 0 29 103 0 22 91 111 385 N CH Perez and Associates Consulting Engineers Inc. 9594 NW 41 st Street, Suite 201, Miami, Florida 33178 Turning Movement Counts SW 22 Terrace at SW 29 Avenue File Name : SW 22 Terrace at SW 29 Avenue Site Code : 22002902 Start Date : 5/22/2018 Page No : 4 17 67 855.. CD c.) L 22 --- 85 111 4 SW 29. AvenUe. N CA CO N CO o Passenger Cars Heavy Vehicles 08:00;AM 0845AM Rtcn141 I. SW 29 Avenue: ..a m _ =14.1 91 67 - -. 155 85 CH Perez and Associates Consulting Engineers inc. 9594 NW 41st Street, Suite 201, Miami, Florida 33178 Turning Movement Counts SW 22 Terrace at SW 29 Avenue File Name : SW 22 Terrace at SW 29 Avenue Site Code : 22002902 Start Date : 5/22/2018 Page No : 5 SW 29 Avenue SW 22 Terrace Southbound Westbound Start Tune • Right i Thar 1 Left I my., r App Tad Right 1 Thn1 ] Left -I ....e83-1^ Peak Hour Analysis From 02:00 PM to 03:45 PM - Peak 1 of 1 Peak Hour For Entirt Intersection Begins at 03:00 PM 03:00 PM 4 14 8 1 27 03:15 PM 0 9 8 0 17 03:30 PM 5 8 9 1 03:A5-PA 7 13 7 0 Total Volume 16 44 32 2 _'Ye Arm Towl PHF 17. 468 34 2.1 571 .786 .889 i0 ~ _l 3 N5 0 ,500 r 0 23 27 94 ,bra 12 6 7 12 37 25.9 .771 29 17 21 20 7 4 4 4 0 0 0 0 87 19 0 600 13.3 0 .750 679 000 Tad 48 27 32 36 143 .745 SW 29 Avenue Northbound Ri ht 3 12 3 0 18 3 10 2 0 15 5 13 1 0 19 u i 0 15 14 46 7 0 67 209 68,7 10,4 0 •700 :ASS 583 .000 .882 5W 29 Avenue Out I Total I tail EIMMMIIM RI hi Thru Len P'313 ,+ CNL 4 Peak Hour Data North Peak Hour Begins at 03.00 P Passenger Cars Flea a Valdes I s71 Out In Total SW 5a t onJ1r I t 34l SW 22 Terrace East129 d Thru Left 0 13 2 0 15 2 9 4 0 15 1 11 4 1 17 I 10 4 1 16 4 43 14 2 63 63 k3 222 32 500 _87 .875 .500 .926 108 74 91 94 367 850 CH Perez and Associates Consulting Engineers Inc. 9594 NW 41st Street, Suite 201, Miami, Florida 33178 Turning Movement Counts SW 22 Terrace at SW 29 Avenue File Name : SW 22 Terrace at SW 29 Avenue Site Code : 22002902 Start Date : 5/22/2018 Page No : 6 Passenger Cars Heavy Vehicles. 03:00 P,M> 03:45.;, PM CH Perez and Associates Consulting Engineers Inc. 9594 NW 41 st Street, Suite 201, Miami, Florida 33178 Turning Movement Counts SW 32 Avenue at SW 22 Terrace gait ThTn0 07:00 AM 07:15 AM 07:30 AM 07:45 AM.. Total 08:00 AM 08:15 AM 08.30 AM 08.45 AM Total ••• BREAK ••4 02:00 PM 02:15 PM 02:30 PM 03:45 P Total 03:00 PM 03:15 PM 03:30 PM 03:45 PM Total Groups Printed- Passen r lu SW 32 Avenue SW 22 Terrace Southbound We and Right 'nullLeff w� �nr.r� l ]tigh Thru Left r.. o arr-* 8 1 85 3 0 89 7 1 9 80 3 0 92 7 3 0 0 10 9 92 5 0 106 3 0 0 0 3 9 127 8 0 144 12 1 0 0 13 28 384 19 0 431 29 5 0 0 34 5 125 8 131 13 10B 8 109 34 473 2 0 132 6 0 145 1 0 122 k0 0 127. 19 0 526 7 110 3 1 121 8 116 4 0 128 14 116 4 0 134 9 123 4 1 137 38 463 15 2 ' 520 13 92 5 2 112 9 112 4 1. 126 6 100 3 1 110 6 110 4 2 122 34 414 16 6 470 Grand Total 134 1736 69 8 1947 Appych % 6.9 892 3.5 0.4 Total% 28 36.5 1.5 0.2 41 Passenger Can 133 1733 69 8 1943 - s1 0 0 4 Heavy Velvcles I 3 %liovyv,Aicln 0.7 02 0 0 02 18 11 21 9 59 0 0 0 18 1 0 0 12 1 0 0 22 0 0__ 0 9 2 0 0 61 13 1 1 0 15 16 1 1 0 18 19 3 2 0 24 16 _ I 2 70 64 22 17 19 23 81 0 2 1 4 1 0 4 0 0 0 24 17 23 26 90 233 17 9 3 262 889 6.5 3.4 1.1 4,9 0.4 o2 0.1 5S 230 17 9 3 259 File Name : SW 32 Avenue at SW 22 Terrace Site Code : 03202201 Start Date : 5/30/2018 Page No : 1 ilea Veld les SW 32 Avenue Nortrtb_bound Right LTltrel Left 1 ...fls I » Tarr 4 110 4 0 118 14 95 7 0 116 12 115 6 0 133 8 119 9 0 136 38 439 26 0 503 19 140 10 0 169 17 156 17 0 190 21 145 27 0 193 10 102 9 0 128 67 550 63 0 680 6 111 9 0 126 9 121 10 0 140 17 117 10 0 144 5 112 7 0 134 37 461 46 0 544 12 9 13 4 42 123 98 116 110 447 17 13 23 20 73 3 155 0 120 0 152 118 3 565 184 1897 208 3 2292 8 82.8 9.1 0.1 3.9 39.9 4.4 01 48.2 164 1693 206 3 2266 3 0 0 0 3 13 0 0 0 11 P&B CNL: Pedestrians and Biicyclistsl Crossing North Leg P&B CSL: Pedestrians and Biicyclistsl Crossing South Leg P&B CWL: Pedestrians and Biicyclistsl Crossing West Leg P&B CEL: Pedestrians and Biicyclistsl Crossing East Leg p 4 2 0 6 0 0.2 1 0 0.3 SW 22 Terrace Eastbound Right 1 Thru 1 Lo 1 r.•c. i y,p,-Taw_ 6 3 0 8 17 11 1 1 2 15 13 2 0 5 20 24 0 0 2 26 54 6 1 17 78 11 0 0 5 16 16 1 0 2 19 19 0 0 2 21 10 1 1 6 la 56 2 1 15 74 5 0 0 3 8 4 2 0 1 7 13 1 0 3 17 12 2 0 7 21 34 5 0 14 53 12 0 0 1 13 12 1 0 2 15 5 0 0 2 7 4 0 0 7 11 33 1 0 12 46 177 14 2 58 251 703 5.6 0.8 23.1 3.7 0,3 0 12 5-3 176 13 2 56 249 1 1 0 0 2 06 71 0 0 08 to Taal 232 233 262 310. 1046 335 366 358 282 1341 270 293 319 2 1194 304 278 292 297; 1171 4752 4737 15 0.3 CH Perez and Associates Consulting Engineers Inc. 9594 NW 41 st Street, Suite 201, Miami, Florida 33178 Turning Movement Counts SW 32 Avenue at SW 22 Terrace File Name : SW 32 Avenue at SW 22 Terrace Site Code : 03202201 Start Date : 5/30/2018 Page No : 2 SW 32 Avenue i Total_ 943 4068 4 tl Right Thru Left CNL 11 '-► CNL North 5/30/2018 07:00 AM 5/30/2018 03:45 PM Passenger Cars an'Ve 1918 4 1893 4 97 P8B 4204 10 1922 4214 Out In Total jia12 AVPn+ n 01 J. 01 CH Perez and Associates Consulting Engineers Inc. 9594 NW 41 st Street, Suite 201, Miami, Florida 33178 Turning Movement Counts SW 32 Avenue at SW 22 Terrace File Name : SW 32 Avenue at SW 22 Terrace Site Code : 03202201 Start Date : 5/30/2018 Page No : 3 SW 32 Avenue SW 22 Terrace Southbound __Westbound Stara Time Right i Thrud Left . a. Am. Thu Ri ht Thru Left rrs ruT^L4 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 144 12 1 0 0 13 07:45 AM 9 127 8 0 08:00 AM 5 125 2 0 132 18 0 0 0 18 08:15 AM 8 131 6 0 145 11 i 0 0 12 0810gM 13 108 I 0 -1"'S2 11 I 0 0 22 65 Total Volume 35 491 17 0 543 62 4,63 0 `r E91r-Ta 6.4 913,4 3.1 P3lF 673 937 .531 ;000 .938 739 .750 ,000 .000 739 SW 32 Avenue Northbound Right Thru all Cti 8 119 9 0 136 19 140 10 0 169 17 156 17 0 190 11 t.4 27 0 3 65 560 63 0 688 94 81.4 92 0 .774 897 583 .000 891 Ri t Thrrl Leff SW 22 Terrace Eastbound BEIMPEI 24 0 11 0 16 1 9 0 70 1 0 11 _4 12 0 13.4 .729 • .000 .550 88 941 b HF. 0 SW 32 AVentfll Out to Total 622I 11651 Riahtini �� `L, P&B CNL Peak Hour Data North Peak Hour SegTns at 07:45 Passenger Cars avv Whiele P&B 1 12491 Out In Total Sw VAHant 0 0 0 2 26 319 5 16 335 2 19 366 343 82 1378 CH Perez and Associates Consulting Engineers Inc. 9594 NW 41 st Street, Suite 201, Miami, Florida 33178 Turning Movement Counts SW 32 Avenue at SW 22 Terrace File Name : SW 32 Avenue at SW 22 Terrace Site Code : 03202201 Start Date : 5/30/2018 Page No : 4 f SW 32 Avenue y 35 -.-`3 101 a) ca Passenger Cars It Heavy Vehiclesto i oi 07:.45 AM at Ckl/ at 08:36`1M n � co�- K*-�-� 17 83 11 71 tip; 1 _�-= l G5- 70 00 co c CO 0 SW 32 Avenue Li - 62_ 653 North CH Perez and Associates Consulting Engineers Inc. 9594 NW 41st Street, Suite 201, Miami, Florida 33178 Turning Movement Counts SW 32 Avenue at SW 22 Terrace SW 32 Avenue SW 22 Terrace So hboulld W stbqund Start Time Right Thru 1 Left I ,.no.‘ t App.Total Riltht rThru I Left I ..m 14 Peak Hour Analysis From 02:00 PM to 03:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 02:15 PM 02:1SPM 8 116 4 0 128 02:30 PM 14 116 4 0 134 02:45 PM 9 123 4 1 137 03.00 1'till 13 92 5 2 112 Total Volume 44 447 17 3 511 %. jj T!'4L 1s 87.5 3,3 0,6 _ PUP _786 .909 _850 .375 932 Tdd 16 1 1 0 18 19 3 2 0 24 16 1 1 2 20 ;Z 1 1 0 24 73 6 5 2 8b 84.9 7 5.8 3j ..20 500 .425 -250 1196 Ri:hs File Name : SW 32 Avenue at SW 22 Terrace Site Code : 03202201 Start Date : 5/30/2018 Page No : 5 SW 32 Avenue ®rtbbo nd ,nee tv SW 22 Terrace Eastbound Tlvu Leal r,rM1i n ow_ 1e[.. iut.l 1 9 121 10 0 140 4 2 0 1 7 293 17 117 10 0 144 13 1 0 3 17 319 5 112 17 0 134 12 2 0 7 21 312 12 123 17 3 153 15 0 0: 1_11 304 43 473 54 3 573 41 5 0 12 58 1228 73 873 9.4 0,5 70.7 8.6 0 20.7 _632 .961 794 250. 924 .788 625 000 429 94 ED 1 5461 5W 32 Avtlr,u9 Out 1t Total 1 10571 RI h` 1 Left PN CNLL Peak Hour Data North Peak Hour Helios al 02:15 P Passenger Cars He Vchieles efl i 4931 P3B 1 10661 Out In Total SIAI39 AVe11110 — 1 n n 73 to CH Perez and Associates Consulting Engineers Inc. 9594 NW 41st Street, Suite 201, Miami, Florida 33178 Turning Movement Counts SVV 32 Avenue at SW 22 Terrace File Name : SW 32 Avenue at SW 22 Terrace Site Code : 03202201 Start Date : 5/30/2018 Page No : 6 SW 32 Avenue oCO • 5 46 41 Passenger Cars, Heavy Vehicles 025 PM 03:OO'_PM SW 32 Avenue [1 Amp - 84-+6j- 5 CD CD 17 65 5_ Brito Miami Private School Traffic Impact Study APPENDIX C — FDOT GENERALIZED LOS TABLES Page C Brito Miami Prfvate School Traffic impact Study TABLE 4 Lanes 2 4 6 Lanes 2 4 6 Lanes 2 2 Multi Multi Median Divided Undivided Undivided Undivided Generalized Peak Hour Two -Way Volumes for Florida's Urbanized Areas' STATE SIGNALIZED ARTERIALS Principal (1 Median B Undivided * Divided 90 Divided 150 signal per half mile) C D 360 1,250 2,450 3,250 3,710 4,890 Minor (1 signal per quarter mile) Median B C D Undivided * 380 Divided 850 2,530 Divided 1,600 3,980 E 1,690 3,400 5,130 E 1,290 3,350 5,050 Non -State Signalized Roadway Adjustments (Alter corresponding state volumes by the indicated percent ) Non -State Signalized Roadways - 10% Median & Turn Lane Adjustments Exclusive Exclusive Adjustment Left Lanes Right Lanes Factors Yes No +5% No No -20% Yes No -5% No No -25%- , Yes + 5%. One -Way Facility Adjustment Multiply the corresponding two -directional volumes in this table by 0.6 BICYCLE MODE2 (Multiply motorized vehicle volumes shown below by number of directional roadway lanes to doterm inc two-way maximum service volumes.) Paved Shoulder/Bicycle Lane Coverage 0-49% 50-84% 85-100% B C D * 260 680 190 600 1,770 830 1,770 >1,770 E 1,770 >1,770 ** PEDESTRIAN MODE (Multiply motorised vehicle volumes shown below by number of directional roadway lanes to determine two-way rn sternum service volumes.) B C D * * 260 150 780 340 960 1,560 Sidewalk Coverage 0-49% 50-84% 85-100% BUS MODE (Scheduled Fixed Route)3 (Buses in peak hour in peak direction) Sidewalk Coverage B 0-84% > 5 85-WO% > 4 C >4 >3 D >3 >2 E 850 1,420 >1,770 E >2 >1 Lis�};Citll d'[' ii fli! Lanes B 4 4,560 6 6,650 8 8,760 10 11,960 12 14,820 FREEWAYS C D 6,200 7,690 9,150 12,130 16,800 19,980 11,350 15,110 19,710 23,640 Freeway Adjustments Auxiliary Lanes Ramp Present in Both Directions Metering + 1,800 + 5% { Lanes 2 4 6 UNINTERRUPTED Median Undivided Divided Divided B 1,110 3,350 5,040 03/1 4/2013 E 7,870 11,820 15,760 FLOW HIGHWAYS C D E 1,690 2,290 3,070 4,840 6,090 6,840 7,250 9,130 10,250 Uninterrupted Flow Highway Adjustments Lanes Median Exclusive left lanes Adjustment factors +5% -5% -25% 2 Divided Multi Undivided Multi Undivided Yes Yes No 'Values shown ore presented w peak hour direetiunal volumes for lords cam -vice and aro for the automobile/Mak maim unless spccifttully stated This table does not constitute o:standard roil should be used only for geooal planning applicatioas.•The ctunpuaerr Odd% from which this table is derived should be used formoe specific plarmittg applications The table and deriving computer models should not be used for corridor or Into -seeders design, where more maned tccheiqucs =also. Catcu}audos are based ea planning applieatiun: of sire Highway Capacity Manual and the Transit Capacity sod Quality of Service Manual. r Level ofsrrvice for the bicycle and pedestrian modes in this table is based on number of motorized vehicles, not number of bicyclists or pedestrians using the facility. s Buses pa hour shown sae only for the peak hour in the single direction of the higher trafc flow. • Cannot be achieved using table input value defaults. "' Net applicable for that level of seniec Ictres grade. For the automobile mehave volutnes greater than level of aurae D become F because intersection cepstides been reachetL For the bicycle roods.. the /oval of service letter grade (including F) is nut achievable because there is no maximum vehicle volume threshold using table input value defaults. Source: Florida Department ofTrenapertatioo Systems Pbrmring Office w am•dot vtatc tl.tttholxnling+sysIrrn5.e17610s7dcfa311r,51-!rR. 2018 FDOT QUALITY/LEVEL OF SERVICE HANDBOOK TABLES TABLE 4 (continued) INPUT VALUE ASSUMPTIONS ROADWAY CHARACTERISTICS Area type (urban, rural) Number of through lanes (both dir Posted speed (mph) Free flow speed (mph) Auxiliary Lanes (n, y) Median (d, u, twit) Terrain (I,r) no passing zone Generalized Peak Hour Two -Way Volumes for Florida's Urbanized Areas Uninterrupted Flow Facilities Interrupted Flow Facilities Freeways Highways urban 4-12 70 75 n 2 4-6 50 55 50 55 d 80 Principal Arterials I Minor Arterials 2-4 6 2-4 6 50 50 55 55 40 45 40 45 03/14/2018 Bicycle I Pedestrian 4 45 50 4 45 50 Exclusive left turn lane impact (n, y) Exclusive right turn lanes (n, y) Facility length (mi) Interchange Density (inteh/mi) TRAFFIC C1IARACTERISTICS Planning analysis hour factor (IC) Directional distribution factor (17) Peak hour factor (P11F) 3 0,090 0.55 1.00 [til) 5 0.090 0.55 1.00 y Y n 5 2 0.090 0.090 0.55 1.00 y y 2 0.090 0.55 0.55 1 00 1.00 y 2 OA90 Base saturation flow rate (pephpl) Heavy vehicle percent Speed Adjustment Factor (SAF) Capacity Adjustment Factor (CAF) % left turns % right turns CONTROL CFIARACTERISTICS Number of signals Arrival type (1-6) Signal type (a, c, p) Cycle length (C) Effective green ratio (g/C) M1Jtin MODAL CI IARA CTE !USTI CS Paved shoulder/bicycle lane (n, y). Outside lane width Pavement condition On -street parking Sidewalk (n, y) Sidewalk/roadway separation (a, t, w) Sidewalk protective barrier (n, y) Level of Service B C 2,400 4.0 0.950 0.939 1,700 2,100 2.0 2.0 0.950 0,939 1,950 1,950 2.0 12 2.0 12 12 12 5 3 c 150 0.44 5 3 c 150 0.44 LEVEL OF SERVICE THRESHOLDS Freeways Density pc/mi/In <18 < 26 < 35 Highway Two -Lane %ffs > 83.3 > 75.0 > 66.7 E pc/mi/]n = passenger cars per mile per lane < 45 < 66.7 Multilane Density pcfreilln <18 < 26 <35 y y 2 0.090 0.55 0.55 1.00 1,00 1,950 1,950 2.0 12 12 9 3 c 120 0.44 Arterials Principal & Minor %bffs > 67 > 50 > 40 <45 %ffs = percent free flow speed > 30 2.0 12 12 9 3 c y 2 0.090 0.565 1.00 1,950 2.5 12 12 4 4 c 120 120 0.44 Bicycle Score < 2.75 < 3.50 <4,25 < 5,00 1 0.44 2 0.090 0.565 n, 50%, y n Ped Score < 2.75 < 3.50 < 4.25 < 5,00 1.00 1,950 2.0 12 12 6 4 c 120 0.44 n n n, 50%, y n Bus Buses/hr. %bffs = percent base free flow speed <6 <4 <3 <2 2018 FDOT QUALITY/LEVEL OF SERVICE HANDBOOK TABLES TABLE 7 Lanes 1 2 3 Lanes 1 2 3 Lanes 1 1 Multi Multi Median Divided Undivided Undivided Undivided Median Undivided Divided Divided • Generalized Peak Hour Directional Volumes for Florida's Urbanized Areas' STATE SIGNALIZED ARTERIALS Principal (1 signal per half mile) Median B C D Undivided * 200 690 Divided 50 1,350 Divided 80 2,040 E 930 1,790 1,870 2,690 2,820 Minor (1 signal per quarter mile) B C D • • 210 • 470 1,390 • 880 2,190 E 710 1,840 2,780 Non -State Signalized Roadway Adjustments (Alter corresponding state volumes by the indicated percent-) Non -State Signalized Roadways - 10% Median & Turn Lane Adjustments Exclusive Exclusive Adjustment Left Lanes Right Lanes Factors Yes No +5% No No -20% Yes No -5% No No -25% - Yes + 5% One -Way Facility Adjustment Multiply the corresponding directional volumes in this table by 12 BICYCLE MODE1 (Multiply motorized vehicle volumes shown below by number of directional roadway lanes to determine two-way maximum service volumes.) Paved Shoulder/Bicycle Lane Coverage 0-49% 50-84% 85-100% B • 110 470 C D 150 390 340 1,000 1,000 >1,000 E 1,000 >1,000 r* PEDESTRIAN MODE' (Multiply motorized vehicle volumes shown below by number of directional roadway lanes to determine two-way maximums service volumes.) B C D * * 140 • 80 440 200 540 880 Sidewalk Coverage 0-49% 50-84% 85-100% BUS MODE (Scheduled Fixed Route)3 (Buses in peak hour in peak direction) Sidewalk Coverage B C D 0-84% >5 >4 >3 85-100% >4 >3 j2 E 480 800 >1,000 E >2 >1 e3li.420ts Likjhll[II f£3iuli'ii: l{ 4. 1 i;fii�lEi�l) , T Lanes B 2 2,510 3 3,660 4 4,820 5 6,580 6 8,150 i Lanes 1 2 3 FREEWAYS C 3,410 5,030 6,670 9,240 10,990 D 4,230 6,240 8,310 10,840 13,000 Freeway Adjustments Auxiliary Ramp Lane Metering + 1,000 + 5% UNINTERRUPTED Median B Undivided 610 Divided 1,840 Divided 2,770 E 4,330 6,500 8,670 r* a* FLOW HIGHWAYS C D E 930 1,260 1,690 2,660 3,350 3,760 3,990 5,020 5,640 Uninterrupted Flow Highway Adjustments Lanes Median Exclusive left lanes Adjustment factors Yes +5% Yes -5% No -25% 1 Divided Multi Undivided Multi Undivided Wakes shown me presented u pease hour directional voliunes for levels of swim and are for the antomebileanick nwdes unless spas fieallyr VitCd_ Ti lo x Thetat constitute a standard and should be toed only for general pho ing apg computer models From which dui orbit is derived should be used for more specific pinning applications. The table and deriving computer models should not be used for bd or er idocip. where more relined d Calculationsare rased on planning applications of the Highway Capacity Mutual and the TransitCapacity and Quality of Service Manual. r Level of service for the bicycle and pedestrian modes in this table is bawd on number afraotorized vehicles. net number of bicyclists or pedestnains using the facility. r Buses per boor shown am only for the peak hour in the single ditcetim of the higher traffic flow. • Cannot be achieved using table input value defaults. • Nei applicable for that level of acrvico letter grade. For the autetnobilc•mode, vnkunes greater than level of service D become F lxcause insesseedon capacities have been reached, For the bicycle sonde. the level of service letter grade (including F) is not achievable because there is no ma-dn t m vcl`jtdc vatumc threshold using table input value defaults. Source: Florida Department of Transportation Systems Planning Office nw w.dM. state. autrolnn ninessItcsashmiloslde Ruh. shim 2018 FDOT QUALITY/LEVEL OF SERVICE HANDBOOK TABLES TABLE 7 (continued) Generalized Peak Hour Directional Volumes for Florida's Urbanized Areas INPUT VALUE ASSUMPTIONS Uninterrupted Flow Facilities Freeways Highways 03/14/2018 Interrupted Flow Facilities Principal Arterials Minor Arterials Bicycle Pedestrian ROADWAY CHARACTERISTICS Area type (urban, rural) Number of through lanes (both dir ) Posted speed (mph) Free flow speed (mph) Auxiliary Lanes (n, y) Median (d, u, twit) Terrain (I,r) % no passing zone urban 4-12 70 75 n 2 50 55 4-6 50 55 2-4 50 55 Exclusive ]eft turn lane impact (n, y) Exclusive right turn lanes (n, y) Facility length (mi) Interchange Density (intch/mi) TRAFFIC CHARACTERISTICS Planning analysis hour factor (K) 80 [n) n 6 2-4 6 4 4 50 40 40 45 45 55 45 45 50 50 I 1 1 1 I y Y Y Y Y - y n y 2 2 2 2 2 0.090 0.090 0.090 Directional distribution factor (D) 0.55 0.55 0 55 Peak hour factor (PHF) 1.00 1.00 100 2,400 1,700 2,100 Base saturation flow rate (pcphpl Heavy vehicle percent Speed Adjustment Factor (SAF) Capacity Adjustment Factor (CAF) % left turns % right turns CONTROL CIARACTERISTICS Number of signals Arrival type (1-6) 4.0 2.0 2.0 0.950 0.950 0.939 0.939 0.090 0.55 1 00 1,950 2.0 0.090 0.090 0.090 0.090 0.090 0.55 0.55 0.55 0.565 1.00 1.00 1.00 1.00 1.00 1,950 1,950 1,950 1,950 1,950 2.0 2.0 2.0 2.5 2.0 12 12 12 12 12 12 12 12 12 12 12 12 Signal type (a, C. p) Cycle length (C) tide green ratio (g/C) MULTIMODAL CHARACTERISTICS Paved shoulder/bicycle lane (n, y) Outside lane width 3 c 3 c 3 c 9 3 4 4 c 150 150 120 120 120 120 0.44 0.44 0.44 0.44 0.44 0.44 Pavement condition On -street perking MEI111111111111111 - Sidewalk Sidewalk/roadway separation (a, t, w) Sidewalk protective barrier (n, y) LEVEL OF SERVICE THRESHOLDS Level of Service B Freeways Density pc/mi/In C E pc/mi/ln = passenger cars per mile per lane <18 50 <_3.50 c4 <26 > 50 <3. < 26 > 75.0 <35 > 66.7 <35 >40 _<4.25 <4.25 <3 <45 <66.7 <45 > 30 _<5.00 <_5.00 <2 %ffs = percent free flow speed %bffs = percent base free flow speed Two -Lane Multilane Arterials Bicycle Ped Principal & Minor %ffs Density pcfmilln %bffs Score Score Buses/hr. <2.75 <2.75 <6 > 83.3 < 18 > 67 2018 FDOT QUALITY/LEVEL OF SERVICE HANDBOOK TABLES Brito Miami Private School Traffic Impact Study APPENDIX D —SYNCHRO AND HCS REPORTS Page D Brito Miami Private School Traffic Impact Study Lanes, Volumes, Timings 3: Coral Way/SW 22 Street & SW 32 Avenue 06/12/2018 4\ t p 1 4/ Lane Group EBL EBT EBR WBL WBT WBR NBC NBT NBR •SBL SST SBR Lane Configurations 'Pi 14 r ) 14T 'I ti' li t r Traffic Volume (vph) 163 1029 105 117 1152 34 132 335 93 58 336 138 Future Volume (vph) 163 1029 105 117 1152 34 132 335 93 58 336 138 Satd. Flow (prat) 1711 3455 1561 1662 4891 0 1745 3311 0 1711 1766 1546 Flt Permitted 0.133 0.085 0.165 0.313 Satd. Flow (perm) 239 3455 1561 149 4891 0 303 3311 0 564 1766 1546 Satd. Flow (RTOR) 105 3 25 140 Lane Group Flow (vph) 291 1240 109 172 1275 0 140 476 0 64 378 164 Turn Type pm+pt NA Perm pm+pt NA pm+pt NA pm+pt NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 2 6 6 Total Split (s) 18.7 77.0 77.0 18.7 77.0 19.7 43.9 19.7 43.9 43.9 Total Lost Time (s) 5.7 6.0 6.0 5.7 6.0 5.7 6.9 5.7 6.9 6.9 Act Effct Green (s) 84.3 71.0 71.0 84.3 71.0 52.2 37.0 52.2 37.0 37.0 Actuated gIC Ratio 0.53 0.45 0.45 0.53 0.45 0.33 0.23 0.33 0.23 0.23 v/c Ratio 1.18 0.81 0.14 0.85 0.58 0.62 0.60 0.22 0.92 0.35 Control Delay 141.8 43.2 5.2 65.1 34.4 47.8 55.4 35.8 87.9 13.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 141.8 43.2 5.2 65.1 34.4 47.8 55.4 35.8' 87.9 13.1 LOS F D A E C D E D F Approach Delay 58.2 38.0 53.6 62.2 Approach LOS E D D E Queue Length 50th (ft) -245 582 2 105 360 101 223 44 389 20 Queue Length 95th (ft) 130 594 40 122 409 158 286 81 #576 71 Internal Link Dist (ft) 476 940 256 312 Tum Bay Length (ft) 75 75 65 100 100 Base Capacity (vph) 246 1539 753 202 2181 226 788 285 410 4666 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced vlc Ratio 1.18 0.81 0.14 0.85 0.58 0.62 0.60 0.22 0.92 0.35 Intersection .Surr many Cycle Length: 159.3 Actuated Cycle Length: 159.3 Offset: 40 (25%), Referenced to phase 4:EBTL and 8:WBTL, Start of Yellow Control Type: Pretimed Maximum vlc Ratio: 1.18 Intersection Signal Delay: 51.3 Intersection LOS: D Intersection Capacity Utilization 80.2% ICU Level of Service D Analysis Period (min) 15 Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 3: Coral Way/SW 22 Street & SW 32 AvenueAv \01 t02 7 63 19.7s 1ff i3.9s " l 1418:7s 17 s. 19:7 s r 11E S ...: 7Th .. l l. Lanes, Volumes, Timings 15: Coral Way/SW 22 Street & SW 27 Avenue 4\ 1 P `► 1 06/12/2018 Lane Group EBL EBT EBR WBL WBT ' WBR NBL NBT.: ., NBR SBL SBT S6R Lane Configurations ) ♦ t r vi ++ r 11 ++ i vi ++ r Traffic Volume (vph) 119 1052 56 117 1057 68 120 625 128 185 683 119 Future Volume (vph) 1728 3455 1531052 1 1694 3421 1546 1711 3388 156117 1057 68 120 625 1 1678 3355 1473 185 683 119 Satd. Flow (prof) 0.159 0.134 Fit Permitted 0.097 0.111 Satd. Flow (perm) 176 3455 1531 198 3421 1546 286 3388 1561 237 3355 1473 Satd. Flow (RTOR) 74 74 121 Lane Group Flow (vph) 132 1085 64 124 1101 96 140 772 156 197 776 132 Turn Type pm+pt NA pm+ov pm+pt NA pm+ov pm+pt NA Perm pm+pt NA pm+o7 Protected Phases 7 4 5 3 8 1 5 2 1 6 6 Permitted Phases 4 4 8 8 2 2 6 Total Split (s) 19.9 70.9 16.9 18.9 69.9 18.9 16.9 50.9 50.9 18.9 52.9 19.9 Total Lost Time (s) 6.9 6.9 6.9 6.9 6.9 6.9 6.9 6.9 6.9 6.9 6.9 6.9 Act Effct Green (s) 77.0 64.0 80.9 75.0 63.0 81.9 54.0 44.0 44.0 58.0 46.0 65.9 Actuated gIC Ratio 0.48 0.40 0.51 0.47 0.39 0.51 0.34 0.28 0.28 0.36 0.29 0.41 v/c Ratio 0.63 0.78 0.08 0.60 0.82 0.12 0.75 0.83 0.30 1.02 0.80 0.20 Control Delay 37.5 46.7 3.2 35.0 49.1 6.5 59.0 62.9 13.8 105.4 60.1 14.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 37.5 46.7 3.2 35.0 49.1 6.5 59.0 62.9 13.8 105.4 60.1 14.2 LOS D D A C D A E E 55 2 B F 62.7E B Approach Delay 43.5 44.7 Approach LOS D D E E Queue Length 50th (ft) 70 517 0 66 537 11 96 400 27 -144 396 37 Queue Length 95th (ft) 132 608 20 112 631 25 #144 420 71 #1313 465 465 85 Internal Link Dist (ft) 1588 434 175 Tum Bay Length (ft) 200 175 175 75 75 125 325 Base Capacity(vph) 211 1385 812 205 1350 829 186 934 517 194 966 651 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.63 0.78 0.08 0.60 0.82 0.12 0.75 0.83 0.30 1.02 0.80 0.20 ktiiersec#ion Summary Cycle Length: 159.6 Actuated Cycle Length: 159.6 Offset: 22 (14%), Referenced to phase 4:EBTL and 8:WBTL, Start of Yellow Control Type: Pretimed Maximum v/c Ratio: 1.02 Intersection LOS: D Intersection Signal Delay: 50.9 ICU Level Service E Intersection Capacity Utilization 86.3% Analysis Period (min)15 - Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 15: Coral Way/SW 22 Street & SW 27 Avenue iO3 if1704 (R) \IT 01 0 18.9s l 05 50,9 5, ' 06 J1 07 08 15.9 5' 1 7;752.9 5 Queues 07/20/2018 3: Coral Way/SW 22 Street & SW 32 Avenue --► ir -4- k- 4\ t , b 1 d Lane Grasp EBL EBT :EBR WBL WBT WBR NBL NBT NBR SBL 5BT SBR Lane Configurations 1 3 103 107 117 1 fl 34 134 343 93 61 344 138 Traffic Volume (vph) Future Volume (vph) 1711 3455 1561 1662 4891 34 134 343 0 1745 3315 93 61 344 138 1711 1766 1546 Satd. Flow (prat) 0.150 0.304 Fit Permitted 0.133 0.084 Satd. Flow (perm) 239 3455 1561 147 4891 0 276 3315 0 547 1766 1546 Satd. Flow (RTOR) 105 3 25 137 Lane Group Flow (vph) 9 1242 NA Perm pm+pt 1275 NA 0 143 pm+pt 485 NA 0 pm+pt NA Perm 7 387 164 Turn Type pm+pt 2 1 6 Protected Phases 7 4 3 8 5 1 6 Permitted Phases 4 4 8 2 Total Split (s) 18.7 77.0 77.0 18.7 77.0 19.7 43.9 19.7 43.9 43.9 Total Lost Time (s) 5.7 6.0 6.0 5.7 6.0 5.7 6.9 5.7 6.9 6.9 Act Effct Green (s) 84.3 71.0 71.0 84.3 71.0 52.2 37.0 52.2 37.0 37.0 Actuated g/C Ratio 0.53 0.45 0.45 0.53 9.45 0.33 0.23 0.33 0.23 0.23 v/c Ratio 1.18 0.81 0.15 0.86 0.58 0.65 0.61 0.24 0.94 0.35 Control Delay 141.8 43.3 5.4 66.3 34.4 50.2 55.7 36.0 91.9 13.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 141.8 43.3 5.4 66.3 34.4 50.2.255.7E 36.0 91.9 13.77 LOS F D A EC 65.1 Approach Delay 58.2 38.2 54.4 Approach LOS E D D E Queue Length 50th (ft) -245 583 3 106 360 103 228 46 400 22 Queue Length 95th. (ft) 130 596 41 123 409 161 2922 84 #595 74 Internal Link Dist (ft) 476 940 312 Turn Bay Length (ft) 75 75 65 100 100 Base Capacity (vph) 246 1539 753 201 2181 219 789 281 410' 464 Starvation Cap Reductn 0 0 0 0 0 0 :U 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 ,0 0 Storage Gap Reductn 0 0 0 0 0 Reduced v/c Ratio 1.18 0.15 0.86 0.58 0.65 0.61 0.24 0.94 0.35 Intersection Summary Cycle Length: 159.3 Actuated Cycle Length: 159.3 Offset: 40 (25%), Referenced to phase 4:EBTL and 8:WBTL, Start of Yellow Control Type: Pretimed Maximum vlc Ratio: 1.18 Intersection D Intersection Signal Delay: 51.9 ICU sLects noLOS: 0e D Intersection Capacity Utilization 80.8% Analysis Period (min) 15 - Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 3: Coral Way/SW 22 Street & SW 32 Avenue en. -4102 7 03 4 (P.)�� I 1t3.-7s. a Ens s .1 r197s" �L 4\05 19.7s i k 43.9 "s f 66 07 13.9s Fir 18.7s I r. Queues 07/20/2018 15: Coral Way/SW 22 Street & SW 27 Avenue• Lane Group EBL EBT EBR WBL '°'• • WBR' -, NBL NBT ' NBR. SBL SBT Sari Lane Configurations 11 ft r. 11 ft r 'I ++ r 1 ft. i Traffic Volume (vph) 129 1056 56 122 1057 68 120 625 128 185 696 119 Future Volume (vph) 129 1056 56 122 1057 -68 120 625 128 185 696 119 Satd. Flow (prot) 1728 3455 1531 1694 3421 1546 0 1711 .150 3388 1561 0 678 3355 1473 Fit Permitted 0.097 0.109 Satd. Flow (perm) 176 3455 1531 194 3421 1546 270 3388 1561 237 3355 1473 Satd. Flow (RTOR) 74 74 Lane Group Flow (vph) 143 1089 +64 130 1101 pm+ov96 1pm+pt 772 NA Perm16 pm+pt NA791 132 Tum Type pm+pt NA pm+ov pm+pt 1 6 v Protected Phases 7 4 5 3 8 1 5 2 6 7 Permitted Phases 4 4 8 8 2 2 6 Total Split (s) 19.9 70.9 16.9 18.9 69.9 18.9 16.9 50.9 50.9 18.9 52.9 19.9 Total Lost Time (s) 6,9 6.9 6.9 6.9 6.9 6.9 6.9 6.9 6.9 6.9 6.9 6.9 Act Effct Green (s) 77.0 64.0 80.9 75.0 63.0 81.9 54.0 44.0 44.0 58,0 46.0 65.9 Actuated g/C Ratio 0.48 0.40 0.51 0.47 0.39 0.51 0.34 0.28 0.28 0.36 0.29 0.41 *Ratio 0.68 0.79 0.08 0.64 0.82 0.12 0.77 0.83 0.30 1.02 0.82 0.20 Control Delay 42.1 46.8 3.2 37.8 49.1 6.5 61.8 62.9 13.8 105.4 61.0 14.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 42.1 46.8 3.2 37.8 49.1 6.5 61.8 62.9 13.8 105.4 61.0 14.8 44.1 44.9 55.6 2 LOS D D A D D A E E 63 E Approach Delay D E E Approach LOS D Queue Length 50th (ft) 77 521 0 69 537 11 96 400 27 -144 407 37 Queue Length 95th (ft) #148 158811 20 123 631 434 25 #154 420393 71 #313 4766 85 Internal Link Dist (ft)175 175 75 75 125 325 175 Tum Bay Length (ft) 200 Base Capacity(vph) 211 1385 812 203 1350 829 181 934 517 194 966 651 0 0 0 0 0 0 0 0 0 0 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 Reduced v/c Ratio 0.68 0.79 0.08 0.64 0.82 0.12 0.77 0.83 0.30 1.02 0.82 0.20 Intersection Summary Cycle Length: 159.6 Actuated Cycle Length: 159.6 Offset; 22 (14%), Referenced to phase 4:EBTL and 8:WBTL, Start of Yellow Control Type: Pretimed Maximum v/c Ratio: 1.02 Intersection Signal (Delay: 51.4 Intersection Capacity Utilization 86.9% Analysis Period (min) 15 - Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Intersection LOS: D ICU Level of Service E Splits and Phases: 15: Coral Way/SW 22 Street & SW 27 Avenue 7 03 HCS+: Unsignalized Intersections Release 5.6 TWO-WAY STOP CONTROL SUMMARY Analyst: RK Agency/Co.: CHP Date Performed: 4/25/2018 Analysis Time Period: AM Peak Hour Intersection: Coral Way @ SW 31 Avenue Jurisdiction: Miami Dade County Units: U. S. Customary Analysis Year: Existing Condition (2018) Project ID: Proposed Land USe Change from General Office to K-12 Private East/West Street: Coral Way North/South Street: SW 31 Avenue Intersection Orientation: EW Study period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street: Approach Eastbound Westbound Movement 1 2 3 14 5 6 L T R I L T R Volume 5 1134 62 10 1273 21 Peak -Hour Factor, PHF 0.31 0.99 0.97 0.83 0.95 0.66 Hourly Flow Rate, HFR 16 1145 63 12 1340 31 Percent Heavy Vehicles 1 -- -- 2 Median Type/Storage Raised curb / 1 RT Channelized? 0 2 0 Lanes 0 2 0 TR LT TR Configuration LTNo Upstream Signal? No Minor Street: Approach Movement Northbound Southbound 7 8 9 10 11 12 L T R I L T R Volume 15 5 95 1 2 5 Peak Hour Factor, PHF 0.75 0.63 0.77 0.25 0.25 0.42 Hourly Flow Rate, HFR 20 7 123 4 8 11 Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade (%) 0 0 Flared Approach: Exists?/Storage No / No Lanes 0 1 0 0 1 0 Configuration LTR LTR Delay, Queue Length, and Level of Service Southbound Approach EB WB Northbound 1 4 17 8 9 I 10 11 12 Movement LTR I LTR Lane Config LT LT I v (vph) 16 12 150 23 C(m) (vph) 479 565 316 11624 v/c 0.03 0.02 0.47 8 9 95% queue length 0.10 0.07 26 3 2.43 00. Control Delay 12.8 11.5 .9 LOS B B 26.3DD 3 Approach Delay D D Approach LOS HCS+: Unsignalized Intersections Release 5.6 Fax: Phone: E-Mail: TWO-WAY STOP CONTROL(TWSC) ANALYSIS Analyst: RK Agency/Co.: CHP Date Performed: 4/25/2018 Analysis Time Period: AM Peak Hour Intersection: Coral Way @ SW 31 Avenue Jurisdiction: Miami Dade County Units: U. S. Customary Analysis Year: Existing Condition (2018) Project ID: Proposed Land USe Change from General Office to K-12 Private East/West Street: Coral Way North/South Street: SW 31 Avenue Study period (hrs) 0.25 Intersection Orientation: EW Major Street Movements Vehicle Volumes and Adjustments_ 6 1 2 3 9 5 L T R L T R 5� 1134 62 10 1273 21 Volume Peak -Hour Factor, PHF 0.31 0.99 0.97 0.83 0395 00.66 Peak-15 Minute Volume 4 286 16 3 63 12 1340 31 Hourly Flow Rate, HFR 16 1145- -- 2 -- __ Percent Heavy Vehicles 1Raised curb / 1 Median Type/Storage RT Channelized? 0 2 0 0 2 0 Lanes LT TR LT TR Configuration No No Upstream Signal? 8 9 10 11 12 L Minor Street Movements 7 T R L T 2 _ Volume 15 5 95 12 5 Peak Hour Factor, PHF 0.75 0.63 0.77 0.25 0.25 0.42 Peak-15 Minute Volume 5 2 31 120 7 123 4 8 11 Hourly Flow Rate, HFR 7 0 0 0 0 Percent Heavy Vehicles 0 0 Percent Grade (%) 0 Flared Approach: Exists?/Storage No / No 1 RT Channelized? 0 1 0 0 1 0 Lanes LTR LTR Configuration Movements Flow (ped/hr) Pedestrian Volumes and Adjustments 13 14 15 16 0 0 8 27 Lane Width (ft) 12.0 12.0 12.0 12.0 Walking Speed (ft/sec) 4.0 4.0 4.0 4.0 Percent Blockage 0 0 1 2 Upstream Signal Data Prog. Sat Arrival Green Cycle Prog. Distance Flow Flow Type Time Length Speed to Signal vph vph sec sec mph feet S2 Left -Turn Through S5 Left -Turn Through Worksheet 3-Data for Computing Effect of Delay to Major Street Vehicles Movement 2 Movement 5 Shared In volume, major th vehicles: 0 00 0 Shared In volume, major rt vehicles: 1700 1700 Sat flow rate, major th vehicles:1700 Sat flow rate, major rt vehicles: 1700 Number of major street through lanes: 2 2 Worksheet 4-Critical Gap and Follow-up Time Calculation Critical Gap Calculation Movement 1 4 7 8 9 10 11 12 L L L T R L T R t (c,base) 4.1 4.1 7.5 6.5 6.2 7.5 6.5 6.2 t (c,hv) 2.00 2.00 2.00 2.00 2.00 22.00 22.00 22.00 P(hv) 1 2 0 0 0 t (c,g) 0.20 0.20 0.10 0.20 0.20 0.10 Percent Grade 0.00 0.00 0.00 0.00 0.00 0.00 t(3,1t) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 t (c,T): 1-stage 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2-stage 0.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 t (c) 1-stage 4.1 4.1 7.5 6.5 6.2 7.5 6.5 6.2 2-stage 4.1 4.1 6.5 5.5 6.2 6.5 5.5 6.2 Follow -Up Time Calculations 7 8 9 10 11 12 Movement 1 4 2 L L L T R L T t (f,base) 2.20 2.20 3.50 4.00 3.30 3.50 4.00 3.30 t (f,HV) 1.00 1.00 1.00 1.00 11.00 11.00 11.00 11.00 P(HV) 1 2 0 0 t (f) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 Worksheet 5-Effect of Upstream Signals Computation 1-Queue Clearance Time at Upstream MovSignal2 Movement 5 V(t) V(1,prot) V(t) V(1,prot) V prog Total Saturation Flow Rate, s (vph) Arrival Type Effective Green, g (sec) Cycle Length, C (sec) Rp (from Exhibit 16-11) Proportion vehicles arriving on green P g(ql) g(q2) g(q) Computation 2-Proportion of TWSC Intersectioblocked Movement Movement 5 V(t) V(1,prot) V(t) V(1,prot) alpha beta Travel time, t(a) (sec) Smoothing Factor, F Proportion of conflicting flow, f Max platooned flow, V(c,max) Min platooned flow, V(o,min) Duration of blocked period, t(p) Proportion time blocked, p Computation 3-Platoon Event Periods Result p(2) P(5) p (dom) p(subo) Constrained or unconstrained? Proportion unblocked for minor movements, p (x) p(1) p(4) p(7) P(8) P(9) p(10) p(11) p(12) (1) Single -stage Process Computation 4 and 5 Single -Stage Process Movement V c,x s Px V c,u,x C r, x C plat,x 0.000 0.000 0.000 0.000 (2) (3) Two -Stage Process Stage I Stage II 1 4 7 8 9 10 11 12 L T R L T R L L 1398 1216 1914 2638 612 2014 2654 712 Two -Stage Process 6 10 11 Stagel Stage2 Stagel Stage2 Stagel Stage2 Stagel Stage2 V(c,x) 1216 698 1216 1422 1406 s 3000 3000 P(x) V(c,u,x) C(r,x) C(plat,x) 608 3000 1406 1248 3000 Worksheet 6-Impedance and Capacity Equations Step 1: RT from Minor St. Conflicting Flows Potential Capacity Pedestrian Impedance Factor Movement Capacity Probability of Queue free St. Step 2: LT from Major St. Conflicting Flows Potential Capacity Pedestrian Impedance Factor Movement Capacity Probability of Queue free St. Maj L-Shared Prob Q free St. 9 12 612 497 0.99 494 0.75 712 436 0.98 426 0.97 4 1 1216 569 0.99 565 0.98 0.98 Step 3: TH from Minor St. Conflicting Flows Potential Capacity Pedestrian Impedance Factor Cap. Adj. factor due to Impeding mvmnt Movement Capacity Probability of Queue free St. Step 4: LT from Minor St. 1398 490 0.98 479 0.97 0.97 8 11 2638 24 0.97 0.92 22 0.93 Conflicting Flows Potential Capacity Pedestrian Impedance Factor Maj. L, Min T Impedance factor Maj. L, Min T Adj. Imp Factor. Cap. Adj. factor due to Impeding mvmnt Movement Capacity 2654 23 0.97 0.92 21 0.92 10 1914 2014 42 35 0.99 0.98 0.85 0.86 0.88 0.89 0.86 0.65 36 23 Worksheet 7-Computation of the Effect of Two -stage Gap Acceptance Step 3: TH from Minor St. Part 1 - First Stage Conflicting Flows Potential Capacity Pedestrian Impedance Factor Cap. Adj. factor due to Impeding mvmnt Movement Capacity Probability of Queue free St. 8 11 1216 256 0.99 0.96 246 0.97 1406 208 0.98 0.96 199 0.96 Part 2 - Second Stage Conflicting Flows Potential Capacity Pedestrian Impedance Factor Cap. Adj. factor due to Impeding mvmnt Movement Capacity 1422 204 0.98 0.96 195 1248 247 0.99 0.96 237 Part 3 - Single Stage Conflicting Flows Potential Capacity Pedestrian Impedance Factor Cap. Adj. factor due to Impeding mvmnt Movement Capacity Result a y C t Probability of Queue free St. for 2 stage process: Step 4: LT from Minor St. 2638 24 0.97 0.92 22 2654 23 0.97 0.92 21 Part 1 - First Stage Conflicting Flows Potential Capacity Pedestrian Impedance Factor Cap. Adj. factor due to Impeding mvmnt Movement Capacity Part 2 - Second Stage Conflicting Flows Potential Capacity Pedestrian Impedance Factor Cap. Adj. factor due to Impeding mvmnt Movement Capacity 0.91 1.43 104 0.93 1216 195 0.99 0.96 187 696 402 1.00 0.92 368 0.91 0.87 106 0.92 Part 3 - Single Stage Conflicting Flows Potential Capacity Pedestrian Impedance Factor Maj. L, Min T Impedance factor Maj. L, Min T Adj. Imp Factor. Cap. Adj. factor due to Impeding mvmnt Movement Capacity 1914 42 0.99 0.85 0.88 0.86 36 10 1406 149 0.98 0.96 143 608 454 1.00 0.71 320 2014 35 0.98 0.86 0.89 0.65 23 Results for Two -stage process: 0 91 0.91 a 0.48 0.42 Y 126 98 C t Worksheet 8-Shared Lane Calculations Movement Volume (vph) Movement Capacity (vph) Shared Lane Capacity (vph) 7 8 9 10 11 12 L T R L T R 20 7 J123 4 -� 8 11 126 104 494 98 106 426 316 162 Worksheet 9-Computation of Effect of Flared Minor Street Approaches Movement 7 8 9 10 11 12 L T R L T R C sep 126 104 494 98 106 Volume 20 7 123 4 8 Delay Q sep Q sep +1 round (Qsep +1) 426 11 n max 162 C sh 316 SUM C sep n C act Worksheet 10-Delay, Queue Length, and Level of Service Movement 1 4 7 8 9 10 11 12 Lane Config LT LT LTR LTR h) 16 12 _ 150 23 C(m)p(vph) 479 565 316 0.14162 v/c 0.03 0.02 0.47 95% queue length 0.10 0.07 2.43 0.48 Control Delay 12.8 11.5 26.3 30.9 LOS B B D D 30.9 Approach Delay 26.3 Approach LOS D D Worksheet 11-Shared Major LT Impedance and Delay p(oj) 0 0 v(il), Volume for stream 2 or 5 0 0 v(i2), Volume for stream 3 or 6 1700 s(il), Saturation flow rate for stream 2 or 5 170000 s(i2), Saturation flow rate for stream 3 or 6 170010 17700 P*(oj) 0.912.8 11.5 d(M,LT), Delay for stream 1 or 4 2 2 N, Number of major street through lanes d(rank,l) Delay for stream 2 or 5 Movement 2 Movement 5 0.97 0.98 HCS+: Unsignalized Intersections Release 5.6 Phone: E-Mail: Fax: ALL -WAY STOP CONTROL(AWSC) ANALYSIS Analyst: RK Agency/Co.: CHP Date Performed: 6/12/2018 Analysis Time Period: AM Peak Hour Intersection: SW 22 Terrace @ SW 29 Avenue Jurisdiction: Miami Dade County Units: U. S. Customary Analysis Year: Existing Condition (2018) Project ID: Proposed Land Use Change from General Office to K-12 Private East/West Street: SW 22 Terrace North/South Street: SW 29 Avenue Worksheet 2 - Volume Adjustments and Site Characteristics 1 Eastbound 1 Westbound 1 Northbound I Southbound I IL T R 1 L T RIL T RIL T R 1— 1 1`__ Volume 122 85 4 110 67 14 �11 59 22 148 35 17 1 % Thrus Left Lane Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 LTR LTR Configuration LTR LTR 0 93 0.86 PHF 0.90 0.76 119 87 114 122 Flow Rate 0 2 % Heavy Veh 1 1 1 1 1 No. Lanes 1 1 1 1 1 1 1 Opposing -Lanes 1 1 Conflicting -lanes 1 1 1 Geometry group 1 Duration, T 0.25 hrs. Worksheet 3 - Saturation Headway Adjustment Worksheet Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Flow Rates: 119 87 114 Total in Lane 122 1 55 Left -Turn 24 13 18 23 19 Right -Turn 4 0.0 0.5 Prop. Left -Turns 0.2 0.1 0.3 0.2 Prop. Right -Turns 0.0 0.2 0 3 0.0 Prop. Heavy Vehicle0.0 0.0 Geometry Group 1 1 1 1 Adjustments Exhibit 17-33: 0.2 0 2 0.2 hLT-adj 0.2 hRT-adj hHV-adj hadj, computed 0.0 -0.6 1.7 -0.6 1.7 -0.1 -0.6 1.7 -0.2 0.0 -0.6 1.7 Worksheet 4 - Departure Headway and Service Time Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Flow rate 122 119 87 114 hd, initial value 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 x, initial 0.11 0.11 0.08 0.10 hd, final value 4.56 4.48 4.46 4.61 x, final value 0.15 0.15 0.11 0.15 Move -up time, m 2.0 2.0 2.0 2.0 Service Time 2.6 • 2.5 2.5 2.6 Worksheet 5 - Capacity and Level of Service Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Flow Rate 122 119 87 114 Service Time 2.6 2.5 2.5 2.6 Utilization, x 0.15 0.15 0.11 0.15 Dep. headway, hd 4.56 4.48 4.46 4.61 Capacity 372 369 337 364 Delay 8.39 8.25 7.99 8.39 LOS A A A A Approach: 7 99 g 39 Delay 8.39 8.25 LOS A A A A Intersection Delay 8.27 Intersection LOS A Phone: E-Mail: HCS+: Unsignalized Intersections Release 5.6 Fax: ALL -WAY STOP CONTROL(AWSC) ANALYSIS Analyst: RK Agency/Co.: CHP Date Performed: 6/12/2018 Analysis Time Period: AM Peak Hour Intersection: SW 22 Terrace @ SW 31 Avenue Jurisdiction: Miami Dade County Units: U. S. Customary Analysis Year: Existing Condition (2018) Project ID: Proposed Land Use Change from General Office to K-12 Private East/West Street: SW 22 Terrace North/South Street: SW 31 Avenue _ Worksheet 2 - Volume Adjustments and Site Characteristics_ Eastbound 1 Westbound 1 Northbound 1 Southbound I L T R I L T R I L T R I L T R I Volume 34 55 8 111 49 19 18 64 21 I40 27 10 I % Thrus Left Lane Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Configuration LTR LTR LTR LTR PHF 0.69 0.79 0.73 0.88 Flow Rate 139 99 125 86 % Heavy Veh 1 0 0 0 1 No. Lanes 1 1 1 1 1 1 Opposing -Lanes 1 1 1 Conflicting -lanes 1 1 Geometry group 1 1 1 1 Duration, T 0.25 hrs. Worksheet 3 - Saturation Headway Adjustment Worksheet Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Flow Rates: 125 86 Total in Lane 139 99 Left -Turn 49 13 10 4528 11 Right -Turn 11 24 0.1 0.5 Prop. Left -Turns 0.4 0.1 0 1 0.1 Prop. Right -Turns 0.1 0.2 0.0 0.0 Prop. Heavy Vehicle0.0 0.01 1 Geometry Group 1 1 Adjustments Exhibit 17-33: 0 2 0.2 hLT-adj 0.2 0.2 hRT-adj hHV-adj hadj, computed 0.0 -0.6 1.7 -0.6 1.7 -0.1 -0.6 1.7 -0.1 0.0 -0.6 1.7 Worksheet 4 - Departure Headway and Service Time Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Flow rate 139 99 125 86 hd, initial value 3.20 3.20 3.20 3.20 3,20 3.20 3.20 3.20 x, initial 0.12 0.09 0.11 0.08 hd, final value 4.56 4.45 4.45 4.64 x, final value 0.18 0.12 0.15 0.11 Move -up time, m 2.0 2.0 2.0 2.0 Service Time 2.6 2.5 2.5 2.6 Worksheet 5 - Capacity and Level of Service Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Flow Rate 139 99 125 86 Service Time 2.6 2.5 2.5 2.6 Utilization, x 0.18 0.12 0.15 0.11 Dep. headway, hd 4.56 4.45 4.45 4.64 Capacity 389 349 375 336 Delay 8.53 8.07 8.27 8.22 LOS A A A A Approach: Delay 8.53 8.07 8.27 8.22 LOS A A A A Intersection Delay 8.30 Intersection LOS A HCS+: Unsignalized Intersections Release 5.6 TWO-WAY STOP CONTROL SUMMARY Analyst: RK Agency/Co.: CHP Date Performed: 6/12/2018 Analysis Time Period: AM Peak Hour Intersection: SW 22 Terrace @ SW 32 Avenue Jurisdiction: Miami Dade County Units: U. S. Customary Analysis Year: Existing Condition (2018) Project ID: Proposed Land Use Change from General Office to K-12 Private East/West Street: SW 22 Terrace North/South Street: SW 32 Avenue Study period (hrs) 0.25 Intersection Orientation: NS vehicle Volumes and Adjustments_ Major Street: Approach Northbound Southbound Movement 1 2 3 14 5 6 L T R I L T R Volume 63 550 67 19 473 34 Peak -Hour Factor, PHF 0.62 0.88 0.80 0.47 0.90 0.65 83 40 525 52 Hourly Flow Rate, HFR 101 624-- 0 -- Percent Heavy Vehicles 0 -- / Median Type/Storage Undivided RT Channelized? 1 1 0 Lanes 1 1 0 L TR L TR Configuration No Upstream Signal? No Approach Minor Street: Westbound Eastbound g Movement 7 8 I 10 11 12 L T R 1 L T R 59 Volume 0.70 Peak Hour Factor, PHF 84 Hourly Flow Rate, HFR 0 Percent Heavy Vehicles 0 Percent Grade (%) / Flared Approach: Exists?/Storage 1 Lanes R Configuration 0 1 56 0.74 75 0 Delay, Queue Length, and Level of Service Eastbound Approach NB SB Westbound 1 4 7 8 9 I 10 11 12 Movement R I R Lane Config L L 75 8 v (vph) 101 40 8f4 521 4 C(m) (vph) 982 901 64 0.66 v/c 0.10 0.04 0.38 5.114 95% queue length 0.34 0.14 0. 6 0. 0 0 Control Delay 9.1 9.2 B LOS A A B 14.5 13.1 Approach Delay B B Approach LOS HCS+: Unsignalized Intersections Release 5.6 Phone: E-Mail: Fax: TWO-WAY STOP CONTROL(TWSC) ANALYSIS Analyst: RK Agency/Co.: CHP Date Performed: 6/12/2018 Analysis Time Period: AM Peak Hour Intersection: SW 22 Terrace @ SW 32 Avenue Jurisdiction: Miami Dade County Units: U. S. Customary Analysis Year: Existing Condition (2018) Project ID: Proposed Land Use Change from General Office to K-12 Private East/West Street: SW 22 Terrace North/South Street: SW 32 Avenue Study period (hrs): 0.25 Intersection Orientation: NS _Vehicle Volumes and Adjustments 3 4 5 6 Major Street Movements 1 2 L T R L T R Volume 63 550 67 19 473 34 Peak -Hour Factor, PHF 0.62 0.88 0.80 0.47 0.90 0.65 Peak-15 Minute Volume 25 156 21 10 131 13 Hourly Flow Rate, HFR 101 624 83 40 525 52 Percent Heavy Vehicles 0 -- - 0 Median Type/Storage Undivided / RT Channelized? 1 1 0 Lanes 1 1 0 Configuration L TR L TRNo Upstream Signal? No Minor Street Movements 7 8 9 10 11 12 L T R L T R ----- 59 56 Volume 5 70 0.74 Peak Hour Factor, PHF 21 19 Peak-15 Minute Volume 84 19 Hourly Flow Rate, HFR 0 0 Percent Heavy Vehicles 0 0 Percent Grade (%) / / Flared Approach: Exists?/Storage No No RT Channelized? 1 1 Lanes R R Configuration Movements Flow (ped/hr) Pedestrian Volumes and Adjustments 13 14 15 16 0 0 0 15 Lane Width (ft) 12.0 12.0 12.0 12.0 Walking Speed (ft/sec) 4.0 4.0 4.0 4.0 Percent Blockage 0 0 0 1 Upstream Signal Data Prog. Sat Arrival Green Cycle Prog. Distance Flow Flow Type Time Length Speed to Signal vph vph sec sec mph feet S2 Left -Turn Through S5 Left -Turn Through Worksheet 3-Data for Computing Effect of Delay to Major Street Vehicles Shared In volume, major th vehicles: Shared In volume, major rt vehicles: Sat flow rate, major th vehicles: Sat flow rate, major rt vehicles: Number of major street through lanes: Movement 2 Movement Worksheet 4-Critical Gap and Follow-up Time Calculation Critical Gap Calculation 10 11 12 Movement 1 4 7 8 9 L L L T R L T R t (c,base) 4.1 4.1 6.2 6.2 t (c,hv) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 P(hv) 0 0 0 t (c,g) 0.20 0.20 0.10 0.20 0.20 0.10 Percent Grade 0.00 0.00 0.00 0.00 0.00 0.00 t(3,1t) 0.00 0.00 0.00 0.00 t (c,T): 1-stage 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2-stage 0.00 0.00 1.00 1.00 0.00 1.00 1.00 0.000 t (c) 1-stage 4.1 4.1 6.2 .2 2-stage Follow -Up Time Calculations 9 10 11 12 Movement 1 4 7 8 L L L T R L T R t (f,base) 2.20 2.20 3.30 3.30 t(f,HV) 0.90 0.90 0.90 0.90 0.90 0.90 0.90 00.90 P(HV) 0 0 3.3 3.3 t (f) 2.2 2.2 Worksheet 5-Effect of Upstream Signals Computation 1-Queue Clearance Time at Upstream MovSignal2 Movement 5 V(t) V(1,prot) V(t) V(1,prot) V prog Total Saturation Flow Rate, s (vph) Arrival Type Effective Green, g (sec) Cycle Length, C (sec) Rp (from Exhibit 16-11) Proportion vehicles arriving on green P g(ql) g(q2) g(q) Computation 2-Proportion of TWSC Intersection Time blocked Movement 2 Movement 5 V(t) V(1,prot) V(t) V(1,prot) alpha beta Travel time, t(a) (sec) Smoothing Factor, F Proportion of conflicting flow, f Max platooned flow, V(c,max) Min platooned flow, V(c,min) Duration of blocked period, t(p) Proportion time blocked, p Computation 3-Platoon Event Periods p(2) P(5) p(dom) p(subo) Constrained or unconstrained? Proportion unblocked for minor movements, p(x) P(1) p(4) p(7) P (8) P (9) p(10) p(11) P (12) (1) Single -stage Process Result 0.000 0.000 0.000 0.000 (2) (3) Two -Stage Process Stage I Stage II Computation 4 and 5 Single -Stage Process Movement 1 4 7 8 9 10 11 12 L L L T R L T R 666 566 ✓ c,x 592 707 s Px ✓ c, u, x C r, x C plat,x Two -Stage Process 8 10 11 Stagel Stage2 Stagel Stage2 Stagel Stage2 Stagel Stage2 C(r,x) C(plat,x) Worksheet 6-Impedance and Capacity Equations Step 1: RT from Minor St. Conflicting Flows Potential Capacity Pedestrian Impedance Factor Movement Capacity Probability of Queue free St. 9 12 666 463 1.00 463 0.82 Step 2: LT from Major St. Conflicting Flows Potential Capacity Pedestrian Impedance Factor Movement Capacity Probability of Queue free St. Maj L-Shared Prob Q free St. 566 528 0.99 521 0.86 4 1 Step 3: TH from Minor St. Conflicting Flows Potential Capacity Pedestrian Impedance Factor Cap. Adj. factor due to Impeding mvmnt Movement Capacity Probability of Queue free St. Step 4: LT from Minor St. Conflicting Flows Potential Capacity Pedestrian Impedance Factor Maj. L, Min T Impedance factor Maj. L, Min T Adj. Imp Factor. Cap. Adj. factor due to Impeding mvmnt Movement Capacity 707 901 1.00 901 0.96 592 994 0.99 982 0.90 8 11 0.99 0.85 1.00 0.99 0.85 1.00 7 10 1.00 0.85 0.88 0.76 0.99 0.85 0.88 0.71 Worksheet 7-Computation of the Effect of Two -stage Gap Acceptance Step 3: TH from Minor St. 8 11 Part 1 - First Stage Conflicting Flows Potential Capacity Pedestrian Impedance Factor Cap. Adj. factor due to Impeding mvmnt Movement Capacity Probability of Queue free St. Part 2 - Second Stage Conflicting Flows Potential Capacity Pedestrian Impedance Factor Cap. Adj. factor due to Impeding mvmnt Movement Capacity Part 3 - Single Stage Conflicting Flows Potential Capacity Pedestrian Impedance Factor Cap. Adj. factor due to Impeding mvmnt Movement Capacity 0.99 0.99 0.85 0.85 Result for 2 stage process: a y C t Probability of Queue free St. 1.00 1.00 Step 4: LT from Minor St. Part 1 - First Stage Conflicting Flows Potential Capacity Pedestrian Impedance Factor Cap. Adj. factor due to Impeding mvmnt Movement Capacity 7 10 Part 2 - Second Stage Conflicting Flows Potential Capacity Pedestrian Impedance Factor Cap. Adj. factor due to Impeding mvmnt Movement Capacity Part 3 - Single Stage Conflicting Flows Potential Capacity Pedestrian Impedance Factor Maj. L, Min T Impedance factor Maj. L, Min T Adj. Imp Factor. Cap. Adj. factor due to Impeding mvmnt Movement Capacity Results for Two -stage process: a y C t 1.00 0.85 0.88 0.76 0.99 0.85 0.88 0.71 Worksheet 8-Shared Lane Calculations Movement Volume (vph) Movement Capacity (vph) Shared Lane Capacity (vph) 7 8 9 10 11 12 L T R L T R 84 75 463 521 Worksheet 9-Computation of Effect of Flared Minor Street Approaches Movement 7 8 9 10 11 12 L T R L T R C sep 46384 Volume Delay Q sep Q sep +1 round (Qsep +1) n max C sh SUM C sep n C act Worksheet 10-Delay, Queue Length, and Level of Service Movement Lane Config 521 75 1 4 7 8 9 10 11 12 L L R R v (vph) 101 40 463 521 75 C(m) (vph) 982 901 4 0.18 0.14 v/c 0.10 0.040.14 95% queue length 0.34 0.14 0.66 Control Delay 9.1 9.2 14.5 13.1 B B LOS A A 13.1 Approach Delay 14.5 Approach LOS B B Worksheet 11-Shared Major LT Impedance and Delay Movement 2 Movement 5 P(0j) v(il), Volume for stream 2 or 5 v(i2), Volume for stream 3 or 6 s(il), Saturation flow rate for stream 2 or 5 s(i2), Saturation flow rate for stream 3 or 6 P*(oj) d(M,LT), Delay for stream 1 or 4 N, Number of major street through lanes d(rank,l) Delay for stream 2 or 5 0.90 0.96 9.1 9.2 HCS+: Unsignalized Intersections Release 5.6 TWO-WAY STOP CONTROL SUMMARY. Analyst: RK Agency/Co.: CHP Date Performed: 4/25/2018 Analysis Time Period: AM Peak Hour Intersection: Coral Way @ SW 31 Avenue Jurisdiction: Miami Dade County Units: U. S. Customary Analysis Year: Proposed Condition (2018) Project ID: Proposed Land Use Change from General Office to K-12 Private East/West Street: Coral Way North/South Street: SW 31 Avenue Intersection Orientation: EW Study period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street: Approach Eastbound Westbound Movement 1 2 3 14 5 6 L T R I L T R Volume 5 1139 62 10 1273 21 Peak -Hour Factor, PHF 0.31 0.99 0.97 0.83 0.95 0.66 Hourly Flow Rate, HFR 16 1150 63 12 1340 31 Percent Heavy Vehicles 1 -- -- 2 Median Type/Storage Raised curb / 1 RT Channelized? 0 2 0 Lanes 0 2 0 Configuration LT TR LT TR Upstream Signal? No No Minor Street: Approach Northbound Southbound Movement 7 8 9 I 10 11 12 L T R I L T R Volume 15 5 0 1 2 5 Peak Hour Factor, PHF 0.75 0.63 0.77 0.25 0.25 0.42 Hourly Flow Rate, HFR 20 7 0 4 8 11 Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade (%) 0 0 No / Flared Approach: Exists?/Storage No / 0 1 0 Lanes 0 1 0 Configuration LTR LTR Delay, Queue Length, and Level of Service Approach EB WB Northbound Southbound Movement 1 4 17 8 9 I 10 11 12 Lane Config LT LT I LTR 1 LTR v (vph) 16 12 27 23 C(m) (vph) 479 563 119 0.14166 v/c 0.03 0.02 0.23 95% queue length 0.10 0.07 03 0.82 0.472 30.1 Control Delay 12.8 11.5 E D LOS B B Approach Delay 43.9 30.1E D Approach LOS HCS+: Unsignalized Intersections Release 5.6 Phone: E-Mail: Fax: TWO-WAY STOP CONTROL(TWSC) ANALYSIS Analyst: RK Agency/Co.: CHP Date Performed: 4/25/2018 Analysis Time Period: AM Peak Hour Intersection: Coral Way @ SW 31 Avenue Jurisdiction: Miami Dade County Units: U. S. Customary Analysis Year: Proposed Condition (2018) Project ID: Proposed Land Use Change from General Office to K-12 Private East/West Street: Coral Way North/South Street: SW 31 Avenue Study period (hrs): 0.25 Intersection Orientation: EW Vehicle Volumes and Adjustments Major Street Movements 1 2 3 4 5 6 L T R L T R Volume 5 1139 62 10 1273 21 Peak -Hour Factor, PHF 0.31 0.99 0.97 0.83 0.95 0.66 Peak-15 Minute Volume 4 288 16 3 335 8 Hourly Flow Rate, HFR 16 1150 63 12 1340 31 Percent Heavy Vehicles 1 -- 2 Median Type/Storage Raised curb / 1 RT Channelized? 0 2 0 Lanes 0 2 0 Configuration LT TR LT TRNo Upstream Signal? No Minor Street Movements 7 8 9 10 11 12 L T R L T R Volume 15 5 - 0 ---1 2 5 Peak Hour Factor, PHF 0.75 0.63 0.77 0.25 0.25 0.42 Peak-15 Minute Volume 5 2 0 1 2 30 4 8 11 Hourly Flow Rate, HFR 20 7 0 0 0 0 0 Percent Heavy Vehicles 0 0 0 Percent Grade (%) No / No Flared Approach: Exists?/Storage RT Channelized? 0 1 0 0 1 0 Lanes LTR LTR Configuration Movements Flow (ped/hr) Pedestrian Volumes and Adjustments 13 14 15 16 27 Lane Width (ft) 12.0 12.0 12.0 12.0 Walking Speed (ft/sec) 4.0 4.0 4.0 4.0 Percent Blockage 0 0 1 2 S2 Left -Turn Through S5 Left -Turn Through Upstream Signal Data Prog. Sat Arrival Green Cycle Prog. Distance Flow Flow Type Time Length Speed to Signal vph vph sec sec mph feet Worksheet 3-Data for Computing Effect of Delay to Major Street Vehicles Movement 2 Movement 5 Shared In volume, major th vehicles: 0 0 Shared In volume, major rt vehicles: 0 0 Sat flow rate, major th vehicles: 1700 17001700 1700 Sat flow rate, major rt vehicles: 2 2 Number of major street through lanes: Worksheet 4-Critical Gap and Follow-up Time Calculation Critical Gap Calculation 9 10 11 12 Movement 1 4 7 8 L L L T R L T R t (c,base) 4.1 4.1 7.5 6.5 6.2 7.5 6.5 6.2 t (c,hv) 2.00 2.00 2.00 2.00 2.00 2.00 22.00 22.00 t (hv) 1 2 0 0 0 0 t (c,g) 0.20 0.20 0.10 0.20 0.20 0.10 Percent Grade 0.00 0.00 0.00 0.00 0.00 0.00 t (3,1t) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 t (c,T): 1-stage 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2-stage 0.00 0.00 1.00 1.00 0.00 1.00 11.00 0.00.5 0 t (c) 1-stage 4.1 4.1 7.5 6.5 .2 2-stage 4.1 4.1 6.5 5.5 6.2 6.5 5.5 6.2 Follow -Up Time Calculations 7 8 9 10 11 12 Movement 1 4 L T R L T R L p- t (f,base) 2.20 2.20 3.50 4.00 3.30 3.50 4.00 3.30 t (f,HV) 1.00 1.00 1.00 1.00 11.00 11.00 11.00 11.00 P(HV) 1 2 0 0 t (f) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 Worksheet 5-Effect of Upstream Signals Computation 1-Queue Clearance Time at Upstream SMovement V(t) V(1,prot) V(t) V(1,prot) V prog Movement 5 Total Saturation Flow Rate, s (vph) Arrival Type Effective Green, g (sec) Cycle Length, C (sec) Rp (from Exhibit 16-11) Proportion vehicles arriving on green P g(ql) g(q2) g(q) Computation 2-Proportion of TWSCIntersection Time blocked Movement 2 Movement 5 V(t) V(1,prot) V(t) V(1,prot) alpha beta Travel time, t(a) (sec) Smoothing Factor, F Proportion of conflicting flow, f Max platooned flow, V(c,max) Min platooned flow, V(c,min) Duration of blocked period, t(p) Proportion time blocked, p 0.000 0.000 Computation 3-Platoon Event Periods Result 0.000 0.000 P(2) p(5) p (dom) p (subo) Constrained or unconstrained? Proportion (2) (3) unblocked (1) for minor Single -stage Two -Stage Process movements, p(x) Process Stage I Stage II p(1) p(4) P(7) P(8) P(9) p (10) p(11) P(12) Computation 4 and 5 Single -Stage Process Movement 1 4 7 8 9 10 11 12 L L L T R L T R V c,x 1398 1221 1920 2644 614 2016 2659 712 s Px V c,u,x C r, x C plat,x Two -Stage Process 8 10 11 Stagel Stage2 Stagel Stage2 Stagel Stage2 Stagel Stage2 V(c,x) 1222 698 1222 1422 1406 3000610 1406 30001253 s 3000 3000 P(x) V(c,u,x) C(plat,x) Worksheet 6-Impedance and Capacity Equations Step 1: RT from Minor St. Conflicting Flows Potential Capacity Pedestrian Impedance Factor Movement Capacity Probability of Queue free St. Step 2: LT from Major St. Conflicting Flows Potential Capacity Pedestrian Impedance Factor Movement Capacity Probability of Queue free St. Maj L-Shared Prob Q free St. 9 12 614 496 0.99 493 1.00 4 712 436 0.98 426 0.97 1 1221 567 0.99 563 0.98 0.98 Step 3: TH from Minor St. Conflicting Flows Potential Capacity Pedestrian Impedance Factor Cap. Adj. factor due to Impeding mvmnt Movement Capacity Probability of Queue free St. 8 2644 24 0.97 0.92 22 0.93 Step 4: LT from Minor St. 1398 490 0.98 479 0.97 0.97 11 2659 23 0.97 0.92 21 0.92 7 10 1920 2016 Conflicting Flows 42 35 Potential Capacity A2 3.98 Pedestrian Impedance Factor 0.990.99 0.98 Maj. L, Min T Impedance factor 0.86 Maj. L, Min T Adj. Imp Factor. 0.88 60 89 Cap. Adj. factor due to Impeding mvmnt 36 30 Movement Capacity Worksheet 7-Computation of the Effect of Two -stage Gap Acceptance Step 3: TH from Minor St. Part 1 - First Stage Conflicting Flows Potential Capacity Pedestrian Impedance Factor mvmnt Cap. Adj. factor due to Impeding Movement Capacity Probability of Queue free St. 8 11 1222 254 0.99 0.96 244 0.97 1406 208 0.98 0.96 199 0.96 Part 2 - Second Stage Conflicting Flows Potential Capacity Pedestrian Impedance Factor Cap. Adj. factor due to Impeding mvmnt Movement Capacity Part 3 - Single Stage Conflicting Flows Potential Capacity Pedestrian Impedance Factor Cap. Adj. factor due to Impeding mvmnt Movement Capacity 1422 204 0.98 0.96 195 1253 246 0.99 0.96 236 2644 24 0.97 0.92 22 2659 23 0.97 0.92 21 Result for 2 stage process: a 0.91 0.91 1.41 0.88 y C t 104 106 Probability of Queue free St. 0.93 0.92 Step 4: LT from Minor St. Part 1 - First Stage Conflicting Flows Potential Capacity Pedestrian Impedance Factor Cap. Adj. factor due to Impeding mvmnt Movement Capacity Part 2 - Second Stage Conflicting Flows Potential Capacity Pedestrian Impedance Factor Cap. Adj. factor due to Impeding mvmnt Movement Capacity 7 10 1222 194 0.99 0.96 186 698 402 1.00 0.92 368 Part 3 - Single Stage Conflicting Flows Potential Capacity Pedestrian Impedance Factor Maj. L, Min T Impedance factor Maj. L, Min T Adj. Imp Factor. Cap. Adj. factor due to Impeding mvmnt Movement Capacity 1920 42 0.99 0.85 0.88 0.86 36 1406 149 0.98 0.96 143 610 453 1.00 0.94 425 2016 35 0.98 0.86 0.89 0.87 30 Results for Two -stage process: a y C t Worksheet 8-Shared Lane Calculations Movement Volume (vph) Movement Capacity (vph) Shared Lane Capacity (vph) 0.91 0.47 126 0.91 0.30 107 7 8 9 10 11 12 L T R L T R 20 7 0 4 8 11 126 104 493 107 106 426 119 166 Worksheet 9-Computation of Effect of Flared Minor Street Approaches Movement 8 9 10 11 12 L T R L T R C sep 126 104 493 107 106 426 Volume 20 7 0 4 8 11 Delay Q sep Q sep +1 round (Qsep +1) n max 166 C sh 119 SUM C sep n C act Worksheet 10-Delay, Queue Length, and Level of Service Movement 1 4 7 8 9 10 11 12 Lane Config LT LT LTR LTR v (vph) 16 12 27 23 563 119 166 479 C(m) (vph) v/c 0.03 0.02 0.23 0.14 95% queue length 0.10 0.07 0.82 0.47 Control Delay 12.8 11.5 43.9 30.1 LOS B B E D 30.1 Approach Delay 43.9 Approach LOS E D Worksheet 11-Shared Major LT Impedance and Delay Movement 2 Movement 5 --� 0.97 0.98 p(oj) v(il), Volume for stream 2 or 5 0 00 0 v(i2), Volume for stream 3 or 6 1700 1700 s(i1), Saturation flow rate for stream 2 or 5 1700 1700 s(i2), Saturation flow rate for stream 3 or 6 0.97 0.98 d(M,LT), Delay for stream 1 or 4 12.8 11.5 2 2 N, Number of major street through lanes d(rank,l) Delay for stream 2 or 5 Phone: E-Mail: HCS+: Unsignalized Intersections Release 5.6 Fax: ALL -WAY STOP CONTROL(AWSC) ANALYSIS Analyst: RK Agency/Co.: CHP Date Performed: 6/12/2018 Analysis Time Period: AM Peak Hour Intersection: SW 22 Terrace @ SW 29 Avenue Jurisdiction: Miami Dade County Units: U. S. Customary Analysis Year: Proposed Condition (2018) Project ID: Proposed Land Use Change from General Office to K-12 Private East/West Street: SW 22 Terrace North/South Street: SW 29 Avenue Worksheet 2 - Volume Adjustments and Site Characteristics 1 Eastbound 1 Westbound 1 Northbound 1 Southbound a 1 L T R I L T R I L T R I L T R I I - -) I I- J _I 122 88 4 110 89 �14 126 59 22 148 35 22 I Left Lane Volume % Thrus Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 LTR LTR LTR LTR Configuration 0.93 0.86 PHF 0.90 0.76 113 120 Flow Rate 125 2 % Heavy Veh 1 1 0 No. Lanes 1 1 1 1 1 1 Opposing -Lanes 1 11 Conflicting -lanes 1 1 1 1 1 1 Geometry group 1 Duration, T 0.25 hrs. Worksheet 3 - Saturation Headway Adjustment Worksheet Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Flow Rates: 113 120 Total in Lane 125 148 13 27 55 24 Left -Turn 23 25 Right -Turn 4 18 0.2 0.5 Prop. Left -Turns 0.2 0.1 0 2 0.2 Prop. Right -Turns 0.0 0.1 0.0 0.0 Prop. Heavy Vehicle0.0 0.0 1 1 1 Geometry Group 1 Adjustments Exhibit 17-33: 0 2 0.2 0.2 hLT-adj 0.2 hRT-adj hHV-adj hadj, computed 0.0 -0.6 1.7 -0.6 1.7 -0.0 -0.6 1.7 -0.1 0.0 -0.6 1.7 Worksheet 4 - Departure Headway and Service Time Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Flow rate 125 148 113 120 hd, initial value 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 x, initial 0.11 0.13 0.10 0.11 hd, final value 4.69 4.59 4.64 4.71 x, final value 0.16 0.19 0.15 0.16 Move -up time, m 2.0 2.0 2.0 2.0 Service Time 2.7 2.6 2.6 2.7 Worksheet 5 - Capacity and Level of Service Eastbound Westbound Northbound Southbound L1 L2 L1 L2 Ll L2 L1 L2 Flow Rate 125 148 113 120 Service Time 2.7 2.6 2.6 2.7 0.15 0.16 Utilization, x 0.16 0.19 4.64 4.71 Dep. headway, hd 4.69 4.59 Capacity 375 398 363 370 Delay 8.60 8.66 8.44 8.58 LOS A A A A Approach: g 44 8.58 8.60 8.66 Delay LOS A A A A Intersection Delay 8.58 Intersection LOS A HCS+: Unsignalized Intersections Release 5.6 Phone: E-Mail: Fax: ALL -WAY STOP CONTROL(AWSC) ANALYSIS Analyst: RK Agency/Co.: CHP Date Performed: 6/12/2018 Analysis Time Period: AM Peak Hour Intersection: SW 22 Terrace @ SW 31 Avenue Jurisdiction: Miami Dade County Units: U. S. Customary Analysis Year: Proposed Condition (2018) Project ID: Proposed Land Use Change from General Office to K-12 Private East/West Street: SW 22 Terrace North/South Street: SW 31 Avenue Worksheet 2 - Volume Adjustments and Site Characteristics 1 Eastbound 1 Westbound I Northbound 1 Southbound I I L T R 1 L T R 1 L T R I L T R I 1 l Volume 134 55 8 111 49 19 18 64 21 143 38 20 I % Thrus Left Lane Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Configuration LTR LTR LTR LTR PHF 0.69 0.79 0.73 0.88 99 125 113 139 Flow Rate 0 0 % Heavy Veh 1 0 1 1 1 No. Lanes 1 1 1 Opposing -Lanes 1 1 1 1 1 Conflicting -lanes 1 1 1 Geometry group 1 1 Duration, T 0.25 hrs. Worksheet 3 - Saturation Headway Adjustment Worksheet Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Flow Rates: 125 113 Total in Lane 139 99 Left -Turn 49 13 10 48 Right -Turn 11 24 28 220 1 0.4 Prop. Left -Turns 0.4 0.1 0.2 0.2 Prop. Right -Turns 0.1 0.2 0 0 0.0 Prop. Heavy Vehic1e0.0 0.0 Geometry Group 1 1 1 1 Adjustments Exhibit 17-33: 0 2 0.2 hLT-adj 0.2 0.2 hRT-adj hHV-adj hadj, computed -0.6 1.7 0.0 -0.1 -0.6 -0.6 .7 1.7 -0.1 Worksheet 4 - Departure Headway and Service Time -0.6 1.7 -0.0 Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Flow rate 139 99 125 113 hd, initial value 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 x, initial 0.12 0.09 0.11 0.10 hd, final value 4.63 4.52 4.49 4.59 x, final value 0.18 0.12 0.16 0.14 Move -up time, m 2.0 2.0 2.0 2.0 Service Time 2.6 2.5 2.5 2.6 Worksheet 5 - Capacity and Level of Service Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Flow Rate 139 99 125 113 Service Time 2.6 2.5 2.5 2.6 Utilization, x 0.18 0.12 0.16 0.14 Dep. headway, hd 4.63 4.52 4.49 4.59 Capacity 389 349 375 363 Delay 8.63 8.16 8.32 8.37 LOS A A A A Approach: Delay 8.63 8.16 8.32 8.37 LOS A A A A Intersection Delay 8.39 Intersection LOS A HCS+: Unsignalized Intersections Release 5.6 TWO-WAY STOP CONTROL SUMMARY Analyst: RK Agency/Co.: CHP Date Performed: 6/12/2018 Analysis Time Period: AM Peak Hour Intersection: SW 22 Terrace @ SW 32 Avenue Jurisdiction: Miami Dade County Units: U. S. Customary Analysis Year: Proposed Condition (2018) Project ID: Proposed Land Use Change from General Office to K-12 Private East/West Street: SW 22 Terrace North/South Street: SW 32 Avenue Intersection Orientation: NS Study period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street: Approach Northbound Southbound Movement 1 2 3 14 5 6 L T R I L T R Volume 63 550 67 19 483 34 Peak -Hour Factor, PHF 0.62 0.88 0.80 0.47 0.90 0.65 Hourly Flow Rate, HFR 101 625 83 40 536 52 Percent Heavy Vehicles 0 -- -- 0 Median Type/Storage Undivided / RT Channelized? 1 1 0 Lanes 1 1 0 Configuration L TR L TR Upstream Signal? No No Minor Street: Approach Movement Westbound Eastbound 7 8 9 I 10 11 12 L T R ] L T R Volume 69 56 Peak Hour Factor, PHF 0.70 0.74 Hourly Flow Rate, HFR 98 75 Percent Heavy Vehicles 0 0 Percent Grade (%) 0 0 Flared Approach: Exists?/Storage # / / Lanes 1 1 Configuration R R Delay, Queue Length, and Level of Service Approach NB SB Westbound Eastbound Movement 1 4 1 7 8 9 1 10 11 12 Lane Config L L 1 R 1 R v (vph) 101 40 98 75 514 C(m) (vph) 972 900 463 v/c 0.10 0.04 0.21 0.15 95% queue length 0.35 0.14 14 9 00.79 0.511 Control Delay 9.1 9.2 A B B 3. A LOS 13.2 Approach Delay 14.9 Approach LOS B B HCS+: Unsignalized Intersections Release 5.6 Phone: E-Mail: Fax: TWO-WAY STOP CONTROL(TWSC) ANALYSIS Analyst: RK Agency/Co.: CHP Date Performed: 6/12/2018 Analysis Time Period: AM Peak Hour Intersection: SW 22 Terrace @ SW 32 Avenue Jurisdiction: Miami Dade County Units: U. S. Customary Analysis Year: Proposed Condition (2018) Project ID: Proposed Land Use Change from General Office to K-12 Private East/West Street: SW 22 Terrace North/South Street: SW 32 Avenue Intersection Orientation: NS Study period (hrs): 0.25 Vehicle Volumes and Adjustments _ Major Street Movements 1 2 3 4 5 6 L T R L T R Volume 63 550 67 19 483 34 Peak -Hour Factor, PHF 0.62 0.88 0.80 0.47 0.90. 0.65 Peak-15 Minute Volume 25 156 21 10 134 13 Hourly Flow Rate, HFR 101 625 83 40 536 52 Percent Heavy Vehicles 0 / Median Type/Storage Undivided RT Channelized? Lanes 1 1 0 1 1 0 Configuration L TR L TR Upstream Signal? No No Minor Street Movements 7 8 9 10 11 12 L T R L T R Volume Peak Hour Factor, PHF Peak-15 Minute Volume Hourly Flow Rate, HFR Percent Heavy Vehicles Percent Grade (%) Flared Approach: Exists?/Storage RT Channelized? Lanes Configuration Movements 0 69 0.70 25 98 0 No 1 R 0 56 0.74 19 75 0 No 1 R Pedestrian Volumes and Adjustments 13 14 15 16 Flow (ped/hr) 0 0 0 15 Lane Width (ft) 12.0 12.0 12.0 12.0 Walking Speed (ft/sec) 4.0 4.0 4.0 4.0 Percent Blockage 0 0 0 1 Upstream Signal Data Prog. Sat Arrival Green Cycle Prog. Distance Flow Flow Type Time Length Speed to Signal vph vph sec sec mph feet S2 Left -Turn Through S5 Left -Turn Through Worksheet 3-Data for Computing Effect of Delay to Major Street Vehicles Movement 2 Movement 5 Shared In volume, major th vehicles: Shared In volume, major rt vehicles: Sat flow rate, major th vehicles: Sat flow rate, major rt vehicles: Number of major street through lanes: Worksheet 4-Critical Gap and Follow-up Time Calculation Critical Gap Calculation Movement 1 4 7 8 9 10 11 12 L L L T R L T R t (c,base) 4.1 4.1 6.2 6.2 t (c,hv) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 P (hv) 0 0 0 0 t (c,g) 0.20 0.20 0.10 0.20 0.20 0.10 Percent Grade 0.00 0.00 0.00 0.00 0.00 0.00 t (3,1t) 0.00 0.00 0.00 0.00 t (c,T): 1-stage 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2-stage 0.00 0.00 1.00 1.00 0.00 1.00 1.00 0.000 t (c) 1-stage 4.1 4.1 6.2 .2 2-stage Follow -Up Time Calculations 9 10 11 12 Movement 1 4 7 8 L L L T R L T R t (f,base) 2.20 2.20 3.30 3.30 t (f,HV) 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.900 P (HV) • 0 0 0 t (f) 2.2 2.2 3.3 3.3 Worksheet 5-Effect of Upstream Signals Computation 1-Queue Clearance Time at Upstream MovSignal2 Movement 5 V(t) V(1,prot) V(t) V(1,prot) ✓ prog Total Saturation Flow Rate, s (vph) Arrival Type Effective Green, g (sec) Cycle Length, C (sec) Rp (from Exhibit 16-11) Proportion vehicles arriving on green P g(ql) g(q2) g(q) Computation 2-Proportion of TWSC Intersection Time blocked Movement 2 Movement 5 V(t) V(1,prot) V(t) V(1,prot) alpha beta Travel time, t(a) (sec) Smoothing Factor, F Proportion of conflicting flow, f Max platooned flow, V(c,max) Min platooned flow, V(c,min) Duration of blocked period, t(p) Proportion time blocked, p 0.000 0.000 Computation 3-Platoon Event Periods Result p(2) P(5) p(dom) p (subo) Constrained or unconstrained? 0.000 0.000 Proportion unblocked (1) (2) (3) for minor Single -stage Two -Stage Process movements, p(x) Process Stage I Stage II p(1) p(4) P(7) p(8) P(9) p(10) p(11) p(12) Co- mputation 4 and 5 Single -Stage Process Movement ✓ c,x s Px ✓ c, u, x 1 4 7 8 9 10 11 12 L L L T R L T R 603 708 666 577 C r,x C plat,x Two -Stage Process 8 10 11 Stagel Stage2 Stagel Stage2 Stagel Stage2 Stagel Stage2 C(r,x) C(plat,xj Worksheet 6-Impedance and Capacity Equations Step 1: RT from Minor St. 9 12 Conflicting Flows Potential Capacity Pedestrian Impedance Factor Movement Capacity Probability of Queue free St. Step 2: LT from Major St. Conflicting Flows Potential Capacity Pedestrian Impedance Factor Movement Capacity Probability of Queue free St. Maj L-Shared Prob Q free St. Step 3: TH from Minor St. 666 463 1.00 463 0.79 Conflicting Flows Potential Capacity Pedestrian Impedance Factor Cap. Adj. factor due to Impeding mvmnt Movement Capacity Probability of Queue free St. Step 4: LT from Minor St. 4 708 900 1.00 900 0.96 577 520 0.99 514 0.85 1 603 984 0.99 972 0.90 g 11 0.99 0.85 1.00 Conflicting Flows Potential Capacity Pedestrian Impedance Factor Maj. L, Min T Impedance factor Maj. L, Min T Adj. Imp Factor. Cap. Adj. factor due to Impeding mvmnt Movement Capacity 1.00 0.85 0.88 0.75 0.99 0.85 1.00 10 0.99 0.85 0.88 0.69 Worksheet 7-Computation of the Effect of Two -stage Gap Acceptance Step 3: TH from Minor St. 8 11 Part 1 - First Stage Conflicting Flows Potential Capacity Pedestrian Impedance Factor Cap. Adj. factor due to Impeding mvmnt Movement Capacity Probability of Queue free St. Part 2 - Second Stage Conflicting Flows Potential Capacity Pedestrian Impedance Factor Cap. Adj. factor due to Impeding mvmnt Movement Capacity Part 3 - Single Stage Conflicting Flows Potential Capacity Pedestrian Impedance Factor Cap. Adj. factor due to Impeding mvmnt Movement Capacity Result for 2 stage process: a y C t Probability of Queue free St. Step 4: LT from Minor St. Part 1 - First Stage Conflicting Flows Potential Capacity Pedestrian Impedance Factor Cap. Adj. factor due to Impeding mvmnt Movement Capacity 0.99 0.99 0.85 0.85 1.00 1.00 7 10 Part 2 - Second Stage Conflicting Flows Potential Capacity Pedestrian Impedance Factor Cap. Adj. factor due to Impeding mvmnt Movement Capacity Part 3 - Single Stage Conflicting Flows Potential Capacity Pedestrian Impedance Factor Maj. L, Min T Impedance factor Maj. L, Min T Adj. Imp Factor. Cap. Adj. factor due to Impeding mvmnt Movement Capacity Results for Two -stage process: a y C t Worksheet 8-Shared Lane Calculations Movement 1.00 0.85 0.88 0.75 0.99 0.85 0.88 0.69 7 8 9 10 11 12 L T R L T R Volume (vph) Movement Capacity (vph) Shared Lane Capacity (vph) 98 75 463 514 Worksheet 9-Computation of Effect of Flared Minor Street Approaches Movement C sep Volume 98 75 7 8 9 10 11 12 L T R L T R Delay Q sep Q sep +1 round (Qsep +1) n max C sh SUM C sep n C act 463 519 Worksheet 10-Delay, Queue Length, and Level of Service Movement Lane Config 1 4 7 8 9 10 11 12 L L R R v (vph) 101 40 98 75 C(m) (vph) 972 900 463 514 v/c 0.10 0.04 0.21 0.15 95% queue length 0.35 0.14 0.79 0.51 Control Delay 9.1 9.2 14.9 13.2 LOS A A B B Approach Delay 14.9 13.2 Approach LOS B B Worksheet 11-Shared Major LT Impedance and Delay Movement 2 Movement 5 P(oj) v(i1), Volume for stream 2 or 5 v(i2), Volume for stream 3 or 6 s(i1), Saturation flow rate for stream 2 or 5 s(i2), Saturation flow rate for stream 3 or 6 p*(oj) d(M,LT), Delay for stream 1 or 4 N, Number of major street through lanes d(rank,l) Delay for stream 2 or 5 0.90 -0.96 9.1 9.2 Brito Miami Private School Traffic Impact Study APPENDIX E-SIGNAL TIMING INFORMATION Brito Miami P»vote School Trofc Impact Study Page E Print Date: 5/22/2018 Asset 2265 TOD Schedule Report for 2265: Coral Way&SW 27 Av Print Time: 9:55 AM Intersection Coral Way&SW 27 Av S lis rill Mil PH3 PHA PH5 SBL NBT WBL EBT NBL 0 0 0 0 0 t TOD TOD Schedule Op Mode Plan # Cycle Offset Settine DO11V-3 PH6 PH7 PHA SBT EBL WBT 0 0 0 N/A 0 0 N/A M la 11YG rnea4 unnn, ..,a.,.. ........ Phase Walk Don't Walk Min Initial Veh Ext Max Limit Max 2 Yellow Red. Phase Bank 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 SBL 0 - 0- 0 0 - 0 - 0 5 - 5 - 5 3 - 2 - 2 7 - 7 - 7 15 - 15 - 15 4,3 2.6 2 NBT 7 - 7 - 7 22 - 22 - 22 7 - 7 - 7 1 -1 - 1 30 - 30 - 30 0 - 0 - 0 4.3 2.6 3 WBL 0- 0- 0 0- 0 - 0 5- 5- 5 2- 2 - 2 7- 7- 7 15 - 15 - 15 4 2.9 4 EBT 7 - 7 - 7 19 - 19 - 19 7 - 7 - 7 2.5 -2.5 - 2.5 35 - 35 - 35 B5 - 85 - 85 4 2.9 5 NBL 0 - 0- 0 0 - 0 - 0 5 - 5 - 5 3 -2 - 2 7 - 7 - 7 15 - 15 - 15 4.3 2.6 6 SBT 7 - 7 - 7 22 - 22 - 22 7 - 7 - 7 1 - 1 - 1 30 - 30 - 30 0 - 0 - 0 4.3 2.6 7 EBL 0- 0- 0 0. 0- 0 5- 5- 5 2- 2 - 2 7- 7- 7 15 - 15 - 15 4 2.9 8 WBT 7 - 7 - 7 19 - 19 - 19 7 - 7 - 7 2.5 -2.5 - 2.5 35 - 35 - 35 85 - 55 - 85 4 2.9 Page 1 of 2 Active Active PhaseBank Maximum 0 Max 0 Last In Service Date: unknown Permitted Phases 12345678 Default 12345678 External Permit 0-2-4-6-8 Extemal Permit 1-2-4-6-8 External Permit 2-2-4-6-8 Print Date: 5/22/2018 TOD Schedule Report for 2265: Coral Way&SW 27 Av Current Cvcle 1 SBL 2 NBT 3 WBL Green Time 6 SBT 7 EBL 8 WBT Ring Offset Offset 4 EBT 5 NBL TOD Schedule PLO. 4 120 7 35 6 44 7 35 6 44 0 23 5 160 12 44 12 64 10 46 13 63 0 22 6 150 9 48 12 54 S 47 12 55 0 62 7 140 10 31 10 '61 10 31 10 61 0 8 8 160 11 42 11 66 11 42 11 66 0 96 9 130 9 33 9 51 9 33 9 51 0 36 18 120 9 _36 10 37 9 36 10 37 0 41 19 130 9 41 9 43 9 41 9 43 0 28 20 150 10 46 10 56 10 46 10 56 0 100 21 140 10 42 10 50 10 42 10 50 0: 129: 22 130 9 41 9 43 9 41 9 43 0 101 23 120 9 32 9 42 9 32 9 42 0 21 Current Time of Day Function Time 0000 0600 2300 Function TOD OUTPUTS TOD OUTPUTS TOD OUTPUTS SettingsDay of Week SuMTWThFS MTWThF SuM T W ThF S —5— Print Time: 9:55 AM Local TOD Schedule Time 0000 0600 0600 0700 0830 0930 1000 1300 1500 1630 1930 2000 2300 p DOW, Free SuMTWThF S 4 MTWThF 18 Su S 5 MTWThF 19 Su S 6 MTWThF 20 Su S 7 MTWThF 8 MTWThF 21 Su S 9 MTWThF 22 Su S Free M T W Th F Local Time of Day Function Time Function 0000 TOD OUTPUTS 0600 TOD OUTPUTS 0800 TOD OUTPUTS 2300 TOD OUTPUTS Settings _.5..-_ Gay of Week SuMTWThFS MTWThF Su S SuMTWThFS No Calendar Defined/Enabled Page 2 of 2 " Settings Blank - FREE - Phase Bank 1, Max 1 Blank - Plan - Phase Bank 1, Max 2 1 - Phase Bank 2, Max 1 2 - Phase Bank 2, Max 2 3 - Phase Bank 3, Max 1 4 - Phase Bank 3, Max 2 5 - EXTERNAL PERMIT 1 6 - EXTERNAL PERMIT 2 7 - X-PED OMIT 8-TBA Print Date: 11/20/2017 And 2266 TOD Schedule Report for 2266: Coral Way&SW 32 Av Print Time: 2:25 PM Intersection Coral Way&SW 32 Av Splits TOD TOD Schedule On Mode Plan # Cycle Offset Se in DOW-2 N/A 0 0 N/A PH1 PH 2 p . BLS_ ELLi EBL WBT SBL NBT WBL EBT 0 0 0 0 0 0 Imik t 1140. EH/ NBL 0 PH8 SBT 0 Phase Walk, Phase Bank Don't Walk JVIin Initial Veh Ext Max Limit Max Yellow Egg. _a 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 EBL 0- 0- 0 0- 0- 0 5- 5- 5 2- 2 - 2 5- 5- 5 25 - 25 - 25 3.7 2 2 WBT 7 - 7 - 7 18 - 18 - 18 7 - 7 - 7 1 - 1 - 1 40 - 40• - 40 0 - 0 - 0 4 2 3 SBL 0- 0- 0 0_ 0- 0 5- 5. 5 2 - 2 - 2 5- 5- 5 25 - 25 - 25 3.7 2 4 NBT 7 - 7 - 7 22 - 22 - 22 7 - 7 - 7 2.5 -2.5 - 2.5 25 - 25 - 25 50 - 50 - 50 4 2.9 5 WBL 0- 0- 0 0- 0- 0 5- 5- 5 2- 2 = 2 5- 5- 5 25 - 25 - 25 3,7 2 5 EBT 7 - 7 - 7 18 - 18 - 18 7 - 7 - 7 1 - 1 - 1 40 - 40 - 40 0 - 0 - 0 4 2 7 NBL 0- 0- 0 0- 0- 0 5- 5- 5 2- 2 - 2 5- 5- 5 25 - 25 - 25 3.7 2 8 SBT 7 - 7 - 7 22 - 22 - 22 7 - 7 - 7 2:5 -2.5 - 2,5 25 - 25 - 25 50 - 50 - 50 4 2.9 ActiveAgd. PhaseBank Maximum 0 Max 0 Last In Service Date: unknown Permitted Phases 12345678 Default 12345678 External Permit 0-------- External Permit 1-2-4-6-8 External Permit 2-2-4-6-8 Page 1 of 2 Print Date: 1112012017 TOD Schedule Report for 2266: Coral Way&SW 32 Av Current Cycle 1 EBL 9 2 WBT 46 3 SBL 10 Green Time 6 EBT 46 7 NBL 10 8 SBT 30 Ring Offset Offset 4 NBT 30 5 WBL 9 TOD Schedule plan 4 120 0 41 5 160 13 71 14 37 13 71 14 37 0 40 6 150 13 64 14 34 13 64 14 34 0 83 7 140 12 54 12 37 12 54 11 32 0 46 8 160 12 74 13 36 12 74 13 36 0 46 g 130 10 53 11 31 10 53 11 31 0 40 18 120 8 49 8 29 8 49 9 29 0 49 19 14 45 15 31 14 45 15 31 0 47 20 _130 150 14 60 14 37 14 60 14 37 0 106 21 140 13 5$ 14 30 13 58 14 30 0 0 22 130 11 53 12 29 11 53 12 29 0 8 23 120 10 43 11 31 10 43 11 31 0 29 Current Time of Day Function Time Function 0000 TOD OUTPUTS Settings " Day of Week SuMTWThFS Print Time: 2:25 PM Local TOD Schedule Time 0000 0600 0600 0700 0830 0930 1000 1300 1500 1630 1930 2000 2300 2300 FreeElan 4 18 5 19 6 20 7 8 21 9 22 23 Free pow SuMTWThF S M T W Th F Su MTWThF Su M T W Th F Su M T W Th F M T W Th F Su MTWThF Su Su M T W Th F S S S Local Time of Day Function Time Function 0000 TOD OUTPUTS Settings* Dav of Week ------ SuM T W ThF S No Calendar Defined/Enabled Page 2 of 2 Settings Blank - FREE - Phase Bank 1, Max 1 Blank - Plan - Phase Bank 1, Max 2 1 - Phase Bank 2, Max 1 2 - Phase Bank 2, Max 2 3 - Phase Bank 3, Max 1 4 - Phase Bank 3, Max 2 5 - EXTERNAL PERMIT 1 6 - EXTERNAL PERMIT 2 7 - X-PED OMIT 8-TBA Brito Miami Private School Traffic Impact Study APPENDIX F —TRAFFIC CIRCULATION PATH Brit° Miami Private School Traffic Impact Study Page F -► DELIVERY ROUTE -r. GARBAGE COLLECTION ROUTE TRAFFIC CIRCULATION FOR STUDENT DROP OFF AND PICK UP SR 977 / CORAL WAY / SW 27 STREET AT SW Sl AVENUE Brito Miami Private School Traffic Impact Study APPENDIX G —TRIP GENERATION INFORMATION FOR LAND USE CODE 536 Pace G Brito Mloml Private Sch0el Traffic Impact Study Land Use: 534 Private School (K-8) Description A private school (K-8) primarily serves students attending kindergarten through the eighth grade but may also include students beginning with pre—K classes. These schools may also offer extended care and day care. Students may travel a long distance to get to private schools. Elementary school (Land Use 520), middle school/junior high school (Land Use 522), high school (Land Use 530), private school (K-12) (Land Use 536), and charter elementary school (Land Use 537) are related uses. Additional Data The sites were surveyed in the 1990s, the 2000s, and the 2010s in Arizona, Florida, Maryland, Oregon, Pennsylvania, and Texas. Source Numbers 355, 444, 516, 536, 634, 905, 940 ITE Trip Generation Manual 10`h Edition • Volume 2: Data • Updated October 24, 2017 Page 1 of 1 Private School (K-8) (534) Vehicle Trip Ends vs: On a: Setting/Location: Number of Studies: Avg. Num. of Students: Directional Distribution: Students Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. General Urban/Suburban 5 420 46% entering, 54% exiting Vehicle Trip Generation per Student Average Rate 0.26 Range of Rates Standard Deviation 0.14 - 0.77 0.15 Data Plot and Equation Caution — Small Sample Size 200 150 100 X 50 1L0 X Study Site Fitted Curve Equation: Not Given 200 II- X = Number of Students X aoo 500 Average Rate R'= ,... 600 Trip Generation Manual, 10th Edition • Institute of Transportation Engineers https://itetripgen.org/PrintGraph.htm?code=534&ivlabel=TOTSTUD&timeperiod=TPSID... 7/20/2018 Page 1 of 1 Private School (K-8) (534) Vehicle Trip Ends vs: Students On a: Weekday Setting/Location: Number of Studies: Avg. Num. of Students: Directional Distribution: Vehicle Trip Generation per Student Averaye. Rate 4.11 Data Plot and Equation 600 500 c ▪ • 400 W o. •c II F- 300 200 100 co X Study Site Fitted Curve Equation: Not Given General Urban/Suburban 1 110 50% entering, 50% exiting Range of Rates 4.11 -4.11 100 • •`• L) X = Number of Students 200 Standard Deviation 1 Caution — Small Sample Size Trip Generation Manual, 10th Edition • Institute of Transportation Engineers 2S0 Average Rate R'="" 300 https://itetripgen.org/PrintGraph.htm?code=534&ivlabel=TOTSTUD&timeperiod=A WD V... 7/20/2018 Page 1 of 1 Private School (K-8) (534) Vehicle Trip Ends vs: On a: Setting/Location: Number of Studies: Avg. Num. of Students: Directional Distribution: Students Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 7 and 9 a.m. General Urban/Suburban 12 344 55% entering, 45% exiting Vehicle Trip Generation per Student Average Rate Range of Rates Standard Deviation 0.14 0.91 0.74 - 1.39 Data Plot and Equation 800 600 200 00 X Study Site 200 408 X = Number of Students Fitted Curve Fitted Curve Equation: T = 0.85(X) + 22.17 Average Rate R'= 0.96 800 Trip Generation Manual, 10th Edition '• Institute of Transportation Engineers https://itetripgen.org/PrintGraph.htm?code=534&ivlabel=TOTSTUD&timeperiod=TASID... 7/20/2018 Brito Miami Private School Traffic Impact Study APPENDIX H —SURROGATE SCHOOL TRAFFIC DATA Brito Miami Private School Traffic Impact Study Page H CH Perez and Associates Consulting Engineers Inc. 9594 NW 41st Street, Suite 201, Miami, Florida 33178 Our Lady of Charity Private School 1900 W 44 Place Hialeah Vehicles IN and Out a•• BREAK ••• Start Time 07:30 AM 07:45 Am Total 08:00 AM 08:15 AM 08:30 AM 08:•15 AM Total 02:00 PM 02:15 PM 02:30 PM 0145PM Total 03:00 PM 03:15 PM 03:30 PM 03:4S AM Total Grand Total Apprch Total'4r Passenger Cars °ro Passcnitcr cgs Heavy Vehicles Heavy Vehicles File Name . Our Lady Of Charity Private School Site Code : 00000000 Start Date : 5/3/2018 Page No : 1 Groups Printed- Pnsstn.er Cars - Heavy Vehicles ENTERING 5ou'hbound DRIVEWAY Auv. TPJL 19 19 27 27 46 46 28 28 49 49 28 28 1 1 106 106 7 7 10 10 9 9 9 9 35 35 14 14 17 17 11 11 j9 19 61 61 248 100 52 5 248 52.5 243 243 98 98 5 5 2 2 EXITING Northbound DR1vEWAY I Ape. Total. 8 8 15 15 33 23 30 30 46 46 34 34 6 116 116 5 5 8 8 5 5 3 3 21 21 16 14 13 21 16 14 13 21 64 64 224 224 100 47.5 47.5 223 223 99.6 99.6 1 1 OA 0.4 Ial cal 27 42 69 58 95 62 7 222 12 18 14 12 56 30 31 24 40 125 472 • 466 93,7 _ 6 1,3 CH Perez and Associates Consulting Engineers Inc. 9594 NW 41 st Street, Suite 201, Miami, Florida 33178 Our Lady of Charity Private School 1900 W 44 Place Hialeah Vehicles IN and Out File Name : Our Lady Of Charity Private School Site Code : 00000000 Start Date : 5/3/2018 Page No : 2 Out 223 224 ENTERING In Total DRIVEWAY North 466 8 472 5/3/2018 07:30 AM 5/3/2018 03:45 PM Passenger Cars He _ - 'des AR A AY 243 5 248 Out In Total PARING 466 6 472 cr n 9 0, CH Perez and Associates Consulting Engineers Inc. 9594 NW 41 st Street, Suite 201, Miami, Florida 33178 Our Lady of Charity Private School 1900 W 44 Place Hialeah Vehicles IN and Out ENTERING Southbound Start Time DRIVEWAY Peak Hour Analysis From 07:30 AM to 08:45 AM - Peak 1 of 1 ?Erik Naar far Entirc Intersection Dcgirrs al 07:45 AM 07:45 AM 27 08:00 AM 28 08:15 AM 49 08;30 AM 28 Tall Volume 132 APA_r>sgl_ 100 per. .673 App_ Total 27 28 49 2K 132 673 File Name : Our Lady Of Charity Private School Site Code : 00000000 Start Date : 5/3/2018 Page No : 3 EXITING Northbound DRIVEWAYI App. Total 15 15 30 30 46 46 j4 I S 125 125 100 _679 .679 0 I 1251 N3-ERJNG Out In Total 1_, 21 Li J DRIVEWAY Peak Hour Data T North Peak Hour Begins at 07:45 A Passenger Cars IleayLVehi DRIV AY 1 132 Out In Total wriNC4 1 2571 0 Int. Total 1 42 58 95 62 257 .676 CH Perez and Associates Consulting Engineers Inc. 9594 NW 41st Street, Suite 201, Miami, Florida 33178 Our Lady of Charity Private School 1900 W 44 Place Hialeah Vehicles IN and Out File Name : Our Lady Of Charity Private School Site Code : 00000000 Start Date : 5/3/2018 Page No : 4 CH Perez and Associates Consulting Engineers Inc. 9594 NW 41st Street, Suite 201, Miami, Florida 33178 Our Lady of Charity Private School 1900 W44 Place Hialeah Vehicles IN and Out ENTERING Sou bound Start Time IVEWAY A T., n _tat Peak Hour Analysis From 02:00 PM to 03:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:00 PM 03:00 PM 14 03:15 PM 17 03:30 PM 11 03:45 Phi 19 Total Volume 61 % App.'rntal 100 PHF 803 14 17 11 1Y 61 803 File Name : Our Lady Of Charity Private School Site Code : 00000000 Start Date : 5/3/2018 Page No : 5 EXITING Northbound DRIVEWAY . App. Total 16 14 13 21 64 100 762 16 14 13 21 64 Int. Total 30 31 24 43 125 7 r, 0 0 I 841 ENTERING Out _. Total 1251 DRIVEWAY Peak Hour Data North Peak Hour Davis 3to100 P Passenger Cars H: - Vehicl.s 4 Out In Total P.XMIstO oil I 1251 a 7SI CH Perez and Associates Consulting Engineers Inc. 9594 NW 41st Street, Suite 201, Miami, Florida 33178 Our Lady of Charity Private School 1900 W44 Place Hialeah Vehicles IN and Out File Name : Our Lady Of Charity Private School Site Code : 00000000 Start Date : 5/3/2018 Page No : 6 Brito Miami Private School Traffic Impact Study arlto Miami Private School Traffic impost Study APPENDIX I —TAZ INFORMATION Pagel Directional Trip Distribution Report MIAMI-DADE LONG RANGE TRANSPORTATION PLAN UPDATE TO THE YEAR 2040 -< Miami -Dade 2010 Directional Distribution Summary origin TAZ Cardinal Directions Total County TAZ Regional TAZ NNE ENE ESE SSE SSW WSW WNW NNW 1046 3946 PERCENT 13.7 18.1 9.6 7.9 8.1 16.5 12.8 13.4 1047 3947 TRIPS 618 669 227 370 257 427 332 621 3,521 i 1047 3947 i PERCENT 17.6 19.0 6.5 10.5 7.3 12.1 9.4 17.6 1048 3948 TRIPS 98 108 120 30_ 78 56 105 89 684 1048 3948 PERCENT 14.3 15.8 17.5 4.4 - 11.4 8.2 15.4 13.0 1049 3949 TRIPS 565 809 174 350 515 531 470 637 4,051 1049 } 3949 PERCENT 14.0_ 20.0 4.3 8.6 12.7 13.1 11.6 15.7 1050 3950 TRIPS 836 769 253 330 758 959 693 1,197 5,795 1050 3950 PERCENT 14.4 13.3 4.4 5.7 13.1 16.6 12.0 20.7 1051 3951 TRIPS 784 688 162 370 883 884 657 975 5,403 1051 3951 PERCENT 14.5 12.7 3.0 6.9 16.3 16.4 12.2 18.1 1052 3952 TRIPS 731 808 267 442 686 820 618 1,150 5,522 14.6 4.8 8.0 12.4 14.9 11.2 20.8 1052 3952 PERCENT 13.2 1053 3953 TRIPS 654 1,100 343 410 488 623 588 731 4,937 1053 ^ 3953 PERCENT _ 13.3 22.3 7.0 8.3 9.9 12.6 11.9 14.8 1054 3954 TRIPS 1,379 1,508 522_ 610 1,394 1,198 1,050 1,792 9,453 1054 3954 PERCENT 14.6 16.0 5.5 6.5 14.8 12.7 11.1 19.0 558 848 171 433 520 552 573 717 4,372 1055 3955 TRIPS - 12.8 19.4 3.9 9.9 11.9 12.6 13.1 16.4 1055 3955 PERCENT 1056 3956 TRIPS 743 660 482 366 535 764 479 855 4,884 r 1056 3956 PERCENT 15.2 13.5 9.9 7.5 11.0 15.6 9.8 17.5 6,516 1057 3957 3957 3958 3958 TRIPS PERCENT TRIPS PERCENT 1,079 16.6 894 1,169 17.9 325 236 1,025 876 864 942 5.0 3.6 15.7 13.4 13.3 14.5 1057 1,069 428 401 706 1,085 1,109 1,139 6,831 1058 13.1 15.7 6.3 5.9 10.3 15.9 16.2 16.7 1058 1,098 310V 277 895 991 1,080 8861 6,808 1059 3959 TRIPS 1,271 1059 3959 PERCENT TRIPS w PERCENT TRIPS 18.7 16.1 4.6 4.1 13.2 14.6 15.9 13.0 1,026 20.0 921 665 147 259 661 829 677 863 5,127 1060 3960 13.0 607 2.9 5.1 12.9 16.2 13.2 16.8 1060 3960 3961 148 211 507 1,078 863 1,113 5,448 1061 _ PERCENT 16.9 11.1 2.7 3.9 9.3 19.8 15.8 20.4 1061 3961 TRIPS 725 1,092 215� 342 665 902 890 1,287 6,118 1062 1062 3962 3962 PERCENT 11.9 17.9 3.5 5.6 10.9 14.7 14.6 21.0 1063 3963 TRIPS 1,272 1,043 434 106 429 817 934 1,012 6,047 21.0 1,320 22.8 17.3 7.2 1.8 7.1 13.5 15.5 16.7 1063 3963 PERCENT TRIPS PERCENT 827 109 118 382 1,189 950 884 5,779 1064 3964 _ 14.3 1.9 2.0 6.6 20.6 16.4 15.3 1064 3964 TRIPS 809 18.1 426Y 9.6 135 3.0 67 1.5 228 5.1 1,187 26.6 654 14.7 956 21.4 4,462 1065 3965 1065 3965 PERCENT 1066 3966 TRIPS 269 120 0 40 46 243 114 144 976 27.6 12.3 0.0 4.1 4.7 24.9 11.7 14.8 1066 3966 PERCENT -+ EYES ON THE FUTURE 155 Brito Miami Private School Traffic Impact Study APPENDIX J —SURROGATE SCHOOL QUEUE DATA Page J Brlto Mloml Private School Traffic Impact Study 1900 W 44 PLACE HIALEAH 7:30 TO 9:00 AM TIME 7:30:00 AM 7:31:00 AM QUEUE OBSERVATIONS 0 0 7:32:00 AM 7:33:00 AM 7:34:00 AM 0 0 0 7:35:00 AM 0 7:36:00 AM 0 7:37:00 AM 7:38:00 AM 7:39:00 AM 7:40:00 AM 7:41:00 AM 7:42:00 AM 7:43:00 AM 7:44:00 AM 7:45:00 AM 7:46:00 AM 7:47:00 AM 0 0 0 0 0 0 0 0 0 0 0 7:48:00 AM 7:49:00 AM 0 0 7:50:00 AM 7:51:00 AM 0 0 7:52:00 AM 7:53:00 AM 7:54:00 AM 0 0 0 7:55:00 AM 7:56:00 AM 7:57:00 AM 7:58:00 AM 7:59:00 AM 0 0 0 2 2 8:00:00 AM 2 1900 W 44 PLACE HIALEAH 7:30 TO 9:00 AM TIME QUEUE OBSERVATIONS 8:01:00 AM 8:02:00 AM 3 8:03:00 AM 8:04:00 AM 2 1 8:05:00 AM 2 8:06:00 AM 8:07:00 AM 1 1 8:08:00 AM 8:09:00 AM 8:10:00 AM 8:11:00 AM 0 2 3 0 8:12:00 AM 8:13:00 AM 8:14:00 AM 8:15:00 AM 8:16:00 AM 8:17:00 AM 8:18:00 AM 8:19:00 AM 8:20:00 AM 8:21:00 AM 8:22:00 AM 8:23:00 AM 8:24:00 AM 825:00 AM 8:26:00 AM 1 0 0 0 1 2 2 2 1 2 3 1 4 1 8:27:00 AM 8:28:00 AM 8:29:00 AM 8:30:00 AM 2 2 2 2 8:31:00 AM 2 1900 W 44 PLACE HIALEAH 7:30 TO 9:00 AM QUEUE OBSERVATIONS TIME 2 8:32:00 AM 8:33:00 AM 1 8:34:00 AM 1 8:35:00 AM 1 8:36:00 AM 2 8:37:00 AM 0 8:38:00 AM 1 8:39:00 AM 0 8:40:00 AM 2 8:41:00 AM 3 8:42:00 AM 0 8:43:00 AM 0 8:44:00 AM 0 8:45:00 AM 0 8:46:00 AM 0 8:47:00 AM 0 8:48:00 AM 0 8:49:00 AM 0 8:50:00 AM 0 8:51:00 AM 0 8:52:00 AM 0 8:53:00 AM 0 8:54:00 AM 0 8:55:00 AM 0 8:56:00 AM 0 8:57:00 AM 0 8:58:00 AM 0 8:59:00 AM 0 9:00:00 AM 0 1900 W 44 PLACE HIALEAH 2:00 TO 4:00 PM TIME QUEUE OBSERVATIONS 0 2:00:00 PM 2:01:00 PM 0 2:02:00 PM 0 2:03:00 PM 0 2:04:00 PM 0 2:05:00 PM 0 2:06:00 PM 0 207:00 PM 0 2:08:00PM 0 2:09:00 PM 0 2:10:00 PM 0 2:11:00 PM 0 2:12:00 PM 0 2:13:00 PM 0 2:14:00 PM 0 2:15:00 PM 0 2:16:00 PM 0 2:17:00 PM 0 2:18:00 PM 0 2:19:00 PM 1 2:20:00 PM 1 2:21:00 PM 1 2:22:00 PM 2 223:00 PM 2 2:24:00 PM 2 2:25:00 PM 2 2:26:00 PM 2 2:27:00 PM 2 2:28:00 PM 2 2:29:00 PM 2 2:30:00 PM 2 1900 W 44 PLACE HIALEAH 2:00 TO 4:00 PM TIME QUEUE OBSERVATIONS __ - •74 '''' 31,` . _ __ _ 2:31:00 PM 2 2:32:00 PM 2 233:00 PM 4 234:00 PM 4 2:35:00 PM 4 236:00 PM 4 2:37:00 PM 4 2:38:00 PM 4 2:39:00 PM 4 2:40:00 PM 4 2:41:00 PM 6 2:42:00 PM 6 2:43:00 PM 6 2:44:00 PM 6 2:45:00 PM 7 2:46:00 PM 9 2:47:00 PM 8 2:48:00 PM 8 2:49:00 PM a 2:50:00 PM 8 2:51:00 PM 8 2:52:00 PM 9 2:53:00 PM 9 2:54:00 PM 10 2:55:00 PM 10 2:56:00 PM 10 2:57:00 PM 10 2:58:00 PM 10 2:59:00 PM 10 3:00:00 PM 10 3:01:00 PM 11 1900 W 44 PLACE HIALEAH 2:00 TO 4:00 PM r,"• •. _i.Ys lWiiC �n.L4.i4J.�w•1 ..I.r^ wLv.,-,. Lv t.._ TIME QUEUE OBSERVATIONS _:w.- .... 3:02:00 PM 12 3:03:00 PM 11 3:04:00 PM 6 3:05:00 PM 7 3:06:00 PM 7 3:07:00 PM 6 3:08:00 PM 4 3:09:00 PM 4 3:10:00 PM 4 3:11:00 PM 3 3:12:00 PM 1 3:13:00 PM 0 3:14:00 PM 1 3:15:00 PM 0 3:16:00 PM 0 3:17:00 PM 0 3:18:00 PM 3 3:19:00 PM 3 3:20:00 PM 3 3:21:00 PM 3 3:22:00 PM 4 3:23:00 PM 3 3:24:00 PM 3 3:25:00 PM 2 3:26:00 PM 2 3:27:00 PM 3 3:28A0 PM 1 3:29:00 PM 0 3:30:00 PM 0 3:31:00 PM 0 3:32:00 PM 0 1900 W 44 PLACE HIALEAH 2:00 TO 4:00 PM TIME QUEUE OBSERVATIONS .tea _ _ ......:gam' ! ,r F n..2 3:33:00 PM 0 3:34:00 PM 0 3:35:00 PM 0 3:36:00 PM 1 3:37:00 PM 1 3:38:00 PM 1 3:39:00 PM 2 3:40:00 PM 2 3:41:00 PM 4 -1 3:42:00 PM 2 3:43:00 PM 1 3:44:00 PM 1 3:45:00 PM 3 3:46:00 PM 3 3:47:00 PM 4 3:48:00 PM 3 3:49:00 PM 5 3:50:00 PM 6 3:51:00 PM 6 3:52:00 PM 5 5 3:53:00 PM 3:54:00 PM 8 3:55:00 PM 8 3:56:00 PM 7 - 3:57:00 PM 4 3:58:00 PM 4 3:59:00 PM 7 4:00:00 PM 7 f9 P+€ rTut; pe i rrl•_pe unit Pending Permit Approval Pending DRLOG Path Pending to be Issue Count of Pending from Other Divisions Detail Permit tk DR [2018005469 Status: LOPEN-1Payrnent type:1Crad't Card Browse Description: [school Review - Brio Miami Private School Ina�Hi¢vryl Issue Date:(-� Expiration Date: 1• Extended To 1 W 1Pert'ttit Type:1N1A Hard Copy: STEPHEN P. CLARK CENTER Add Comments ] View Comments J "' B&Z Process Ho House No Street 1 Street 2 Apprwl°_�-� Lir 299i1 LSW''22ND ST �1 3030 CORAL WAY 1 Street 3 Street 4 Corr Jurisdiction r—bom TRS Zip RIF Address 544116 133145 ,ri� 2960 SW 22ND ST F-1-13030 CORAL WAY Contractor:1C H PEREZ & ASSOCIATES ,lAddr?C-s:19594 NW 41 st ST Suite 201 Phone: 1305-592-1070 Email: 1 Contact r City: [Dorsi State.fFLORIDA 3317i33 License At 125976 HAICS:1532412 AKernale:: Phone:l Address4 Email: I Contact: 1 Check for no Inspector - Inspector: IMENDOZA, ALEJANDRO City:1 State( Zip:r-- License fk 1 H.A1CS:[ E Zone: l .; Work Order:1 Index Code: 1 Subdivision: 1 STD Ho: 1 ` Decal: I Bond Ho: I PW:1 ER h 1 I— 0Id Fees Type of Work f_j 1NON-REFUNDABLE UPFRONT FEE FOR DESIGN REVIEW 1DR TRAFF REVIEW SCHOOLS 0 TO 99 STUDENTS - [DR TRAFF REVIEW SCHOOLS FOR EACH STUDENT OVER 99 EXTRA DESIGN REVIEW AND RE -REVIEW •'Permit amount does not include the Dry Run Fee a Unit Quantity Cost I EA 1.CD 1 70.00 1EA 1 1.00 770.00 1>~A 1 61.00 106.75 IEA 2.00 440.00 Plans Raviovs:l 1,386,75 Plans Review Credit:1 Up Front Pymt: Amount Duo:1 1,366,75 .1_1 flew j 0.00 Link }In Xnumber: Transaction Ho:1 Date Status Dry Run: Oei22f2g18 (Approved Appr Date 11 Oil 6t2018 Log: 1 Issue a Log or a Permit: IssrieILug Web Documents IMF 1 MOT J PLANS J Created Bys(RUIZ, DAMEL D Created Date:1081221201e DOCUMENTS LINKED 1 Xi1 Approve Pending Permit Approvel Pending DRIl00 Path Pending to be Issue Count of Pending from Other Divisions notnll Approval Path -- Browge : I DR. 2018006469 nsp,Nisioryi Ho of Approval But. Group Pending Since Statue Date Status Approved by Comment Created , Seq Requested Approval �Days- Lt.)r4 DR Traffic Engineering Division- School Review 10/16/201e ,l a 10/18/I018 Approved as Noted OWE, JOH I4iE viO DRU1Z 0 J R 1 ,. r3 DR 1TreTfiC Engineering Division- School Review 1 09/1312018 1 .I OSA7f 018 , Approved as Noted 1OIUJE, JON F iI O DRUIZ , i l R l 2 DR lTranic Engineering Diuhtion- School Review 1 07/31/2018 18 I 0 /24/2018 i Disapproved IORUE, JOH le,EFdQ CECENOC D J it 1 _ 1 D[t [Traiflc Engineering Dlulslon- School Review 1 08R2f2018 DTI 07/19/2018 1 Dlsapproued (ES'fEVEZ, SAMAEL t�SEiJO1DRL1i D_ 1 _ Ft J Ii. ��[�'� 1�1^r 1 i�l—^ D 1 R 1 ; - f Pi rn i i . 0. Ft JE P�^�' 1 .I1 ..Rl (( 'f M 1 1-1' i i f 1 _1) . Ft J .-. Fri 1`—'1 1— 1—'—^ ...0 R J ; i I 1 1 1 1 , 1) ,. Ft J FE 1 "-1 1 1 r F) . R J FP 1-- .n ,ItJ [ [ [ 1 - [ I n Ft 1 EP -1. 1---1- ..0 l . i.t 1 I`V . I,lnk . ]view Email Results. I 1 September 1, 2018 Coral Baptist Church 2732 SW 32 Avenue Miami, Fl 33133 Dear Pastor Comesanas, This letter serves as a formal agreement between Coral Baptist Church and Brito Miami Private School regarding the use of the outdoor recreation space of your property located on 2732 S.W. 32 Avenue Miami, FL 33133. Furthermore, it is agreed that Brito Miami Private School would have access to the outdoor recreation space only on weekdays from 9:00 a.m. to 2:00 p.m for the amount of $50 per year. In the event of conflicting activities between the church and school, the church activity would supersede the school use. In addition, Coral Baptist Church would continue to be added as an additional Insured in the liability policy of Brito Miami Private School. This agreement expires on December 31, 2019. and it is renewable. Once again, we thank you for your cooperation in allowing the school to continue using the outdoor recreation space that we have used and enjoyed for the past 48 years. Please sign both copies of this agreement. Retain one copy for your records and return one copy to Brito Miami Private School. September 1, 2018 'Brito Miarni Private School Date Co al aptist Church Alex Comesanas, President October 8, 2018 Date Vivr Rrtl� H Irs�.,.+�.�� 1�4f '� ff I N G DEPARTMENT , ` .,-i\lu !1ICCARE CHECKLIS C, T f -Aee/ 4t 1". �Il , ' Pil�'+'7�-'t�5;-�Y :.a' i {°e `1 wl II fl ".,11iy #��-0411}. f34!�,r, : ••14S7aiil;i I'riV-ed C1�7'OL''11�AI�IIL• i 1}f ` 1• F andra Arias n be calf of Ffr ter Corp. p,pPLICANT: I �'-]•� 1 1 7 i M1� 1 EXHIBIT ijE// COMMISSION DISTRICT: y! PHONE: (305) 448-1.463 fi r' I"MAI :E g fec Arltbi C `ellsouuliaief FOLIO(S): 0�-4116-U04.026� off 51f i E%/SCHQA7FESS: 3[�(]i+Vf7,�1id Street ZONED: T4-R & T5-0 ` ii$fA7. 4iiitAel--41.'.ruu-kle L-r1.Y.601ilJs r-rt4,`4, 41 j:;:\M7 '. ''u- . ) ,x. A: . gEQUES` W arnt/txce tici�` pplication to allow for a primary and secondary school. It Ira_ s b of an existing school ❑ Yes ] No If yes, indicate the number of students: and age and grade range originally approved: 2. Total size of site: 256.73 x 153.66 = 39,449.13 / 43,560 sq. ft. = 0.90 acres 3. Number of children or students requested: 160 Ages: 5-17 4. Number of teachers: 13 Number of administrative & clerical personnel: 6 5. Number of Classrooms: 18 Total square footage of classroom area: 4,438.00 6. Total square footage of non -classroom area (office, bathrooms, kitchens, closets): 3,932.00 7. Amount of outdoor recreation/play area in square footage: 4,100.00 NOTE: Location requirement for outdoor recreation/play area must conform to Section 33-151.18(j) of the Miami -Dade County Code. Note: recreation/play areas are not permitted between the right- of-way and the building. 8. Number & type of vehicle(s) that will be used in conjunction with the operation of the facility: 1- 15 Passenger Van 9. Number of parking spaces provided for staff, visitors and transportation vehicles: parking spaces provided 34 parking spaces required by Section 33-124 (L) of the Miami -Dade County Code 25 10. Indicate the number of auto stacking spaces: provided required Auto stacking. a minimum of two (2) automobiles for schools with twenty (20) to forty (40) children; schools with forty (40) to sixty (60) [children] shall provide four (4) spaces; thereafter there shall be provided a space sufficient to stack five (5) automobiles. 11. Proposed height of structure(s): _ 22 - 12. Size of identification sign: 8 x 15 = 120 sq. ft. See Article 10 of Miami 21 Signage will require a separate permit. Contact the Zoning Section at 305.416.1499 Child Care Check List Page 1 of 3 Revised 3/21/18 13. Days and hours of operation: 8:00 a.m. - 3:30 p.m. 14. Does the subject facility share the site with other facilities? Yes X No . (If yes, the space which will be used solely for the school facility during the hours of operation must be indicated on the plans, pursuant to Section 33-151.16) of the Miami -Dade County Code. 15. If the school will include residential uses, do such uses meet the standards provided in Section 33-151.17? El Yes ® No (If yes, describe the residential uses and indicate same on plans). PHYSICAL STANDARDS: OUTDOOR RECREATION SPACE AND CLASSROOM SPACE MUST BE CALCULATED IN TERMS OF THE MAXIMUM NUMBER OF CHILDREN ATTENDANCE AT ANY TIME. The following information will determine the maximum number of children permitted at the facility. WHEN GRADE LEVELS OVERLAP, THE MORE RESTRICTIVE SHALL BE USED. CLASSROOM SPACE: Calculated by grade levels. a. Day Nursery/Kindergarten, preschool and after -school care 35 sq. ft. x — (number of children) = — sq. ft. of classroom area required. b. Elementary (Grades 1-6) 30 sq. ft. x 60 (number of children) = 1,800 sq. ft. of classroom area required. c. Junior High and Senior High (Grades 7 — 12) 25 sq. ft. x 100 (number of children) = 2,500 sq. ft. of classroom area required. TOTAL SQUARE FOOTAGE OF CLASSROOM AREA REQUIRED: 4,300 TOTAL SQUARE FOOTAGE OF CLASSROOM AREA PROVIDED: 4,438. OUTDOOR RECREATION SPACE: a. Day Nursery/Kindergarten, preschool and after -school care 45 sq. ft. x — (1/2 number of children) = sq. ft. of recreation space required. b. Elementary (Grades 1-6) 500 sq. ft. x 30 (first 30 children) = 15,000 sq. ft. of recreation space required. 300 sq. ft. x30 (remaining children) = 9,000 sq. ft. of recreation space required. c. Junior High and Senior High (Grades 7 — 12) 800 sq. ft. x 30 (first 30 children) = 24,000 300 sq. ft. x 70 (next 300 children) = 21,000 150 sq. ft. x - (remaining children) _ - sq. ft. of recreation space required. sq. ft. of recreation space required. sq. ft. of recreation space required. TOTAL SQUARE FOOTAGE OF OUTDOOR RECREATION SPACE REQUIRED: 69,000 TOTAL SQUARE FOOTAGE OF OUTDOOR RECREATION SPACE PROVIDED: 14,500 LANDSCAPING: See Section 33-151(g) of the Miami -Dade County Code and Article 9 of Miami 21 Child Care Check List Page 2 of 3 Revised 3/21/18 a. 28 trees minimum are required per net acre. Trees required: 17 Trees provided: 37 b. Ten shrubs min are required for each tree required. Shrubs required 170 Shrubs provided 398 c. Grass area for organized sports/play area in square feet: 14,500 (See Lease Agreement)) d. Lawn area in square feet (exclusive of organized sports/play area): We are allowed a maximum of 1458 s.f oflawn area according to the code. Since we are using Bahia Sod which is more drought tolerant, this sod doesn't count toward the count so TRAFFIC �tuY.y' we are not providing any sod area. Child Care Facilities may require a traffic study. Please contact Samael L. Estevez-Infante, P.E. with the Office of Transportation, City of Miami at 305.416.1022 or via mail at SEstevez@miamigov.com and Jon Orue with the Miami -Dade County Transportation and Public Works Department at 305-375-3264 or via email at Jon.Orue@miamidade.gov. *Traffic studies are required for sites that generate 100 trips or more. Traffic studies shall be reviewed and approved by the City and County prior to the issuance of any entitlements. School Address: 3030 SW 22 Street Zip: 33145 THE INFORMATION ABOVE IS COMPLETE AND IS CORRECT TO THE BES, OF MY KNOWLEDGE. Signed, sealed, execut and acknowledged on this day of at Miami, Florida. Signature WITNS: O 7 ST•TE OF FLORIDA COUNTY OF MIAMI-DADE I hereby ce i that on phis day .' iarek before me personally me known to be the person described in and who executed appeart?�!'�Jl.� T� the foregoing instrument and he/she acknowledged to me the execution thereof to be his/her free act for the uses and purpose therein mentioned. MY� Miss 'GLENDA 4O: 2':DA1,40 N Cormmisiloii 6Q 0 2702�s 1 W.]�y� pmy�Cofm. EA*** DO�.� yI, 2aa0..2��0 `ritiiV'' Bonded ltliile"w{i ia:iltxtal f 43Yy A W P 1 — : , — 411,- , -.- — ' Child Care Check List Page 3 of 3 Revised 3/21/18 saes CAS! (AdvancED ' 4CPSA .5tatimbitin Beatriz Brito - Principol Antonio Brito - Founder Brito Miami Private Schoo 2732 SW 32 Avenue Miami, Florida 33133 March 15, 2019 To whom it may concern: By this means, I certify that the following are the total amounts of employed teachers by level: High School (9th - 12`h) = Five Teachers Middle School (6th - 8th) = Two Teachers Elementary (K5 - 6th) = Six Teachers Furthermore, some teacher duties include instructional classes that cross over levels. Such as, a few high school instructors also teach middle school level subjects. If you should have any questions, feel free to contact me. Sincerely, Ms. Beatriz Principal T 305 448 1463 www.britomiamiprivate.com A School of Values and Solid Education Williams, James R (MIA - X27413) From: Ernesto Anton <ernestoanton@bellsouth.net> Sent: Thursday, March 07, 2019 3:05 PM To: Williams, James R (MIA - X27413) Subject: Fwd: 3030 SW 22nd St. - Exception/warrant Fyi Ernesto Anton Begin forwarded message: From: "Estevez, Samael Leonidas (DTPW)" <Samael.Estevezelz mianiidade.gov> Date: March 7, 2019 at 2:42:50 PM EST To: Ernesto Anton <ernestoanton(bellsouth.net>, Revocatus Kanilwa <rk@n-a.cc> Cc: Keffler Castro <kc[7p-a.cc> Subject: RE: 3030 SW 22nd St. - Exception/warrant See attached screenshot of the approval path and the permit summary. Does this help you? 1 Fa, Permits peifm_permit Pending Permit Approval Detail Browse Insp. History Approval Pending DR/LOG Path Permit At DR '2018005469 Status: Fending to be Issue [OPEN Count of Pending from C. Payment type: I Credit Card Description: School Review - Brito Miami Private School Issue Date: I Expiration Date: I Extended To: d STEPHEN P. B&Z Process Ho House Ho Street 1 Street 2 Street 3 Street 4 Corr Jurisdic 980 SW 22ND ST I n MIAMI 3030 CORAL WAY [ I [ . - Contractor: lc H PEREZ & ASSOCIATES _�jAddrr :f 9594 NW 41 st ST Suite 201 Phone: 1305-592-1070 Email: Contact: I Alternate: Phone: I Address:[ Email: r Contact: 1 Check for no inspector Inspector:'MENDOZA, ALEJANDRO r Zone: fi Index Code: 1 Work Order:I _ STD No: Bond No: Subdivision: 1 Decal: I— Old Fees Type of Work Unit Quantity Cost (;} fNON-REFUNDABLE UPFRONT FEE FOR DESIGN REVIEW EA 1 1.00 70. DR TRAFF REVIEW SCHOOLS 0 TO 99 STUDENTS , EA 1.00 L 770. DR TRAFF REVIEW SCHOOLS FOR EACH STUDENT OVER 99 . EA 61.00 106. ' 'EXTRA DESIGN REVIEW AND RE -REVIEW EA 2.00 440. "*Permit amount does not include the Dry Run Fee Plans Review: 1 ,386. Plans Review Credit:1-- Up Front Pymt: 1,3e8. Amount Due:I D. 2 Pending Permit Approval Pending DR1LOG Path Detail Browse Insp. History Approval Se DR 2018005469 Requested Approval Group Pending to be Issue Count of Pending from 0 Approval Path Ho of Bus. Pending Since Days Status Date s Fr i- Traffic Engineering Division- School Review 10/152018 nil l 10 18/2018 Approv i �' E -2 i 1 OR Traffic Engineering Division- School Review 09/13l2018 ET 09/1712018 Approv DR Traffic Engineering Division- School Review 0713122018 18 ! 08i24 2018 Disa DR Traffic Engineering Division- School Review 06i2212018 18 07t1912018 Disa i r l 1_ Link Samael L. Estevez, P.E. Professional Engineer Department of Transportation and Public Works Traffic Engineering Division 111 NW 15t Street, Suite 1510, Miami, Florida 33120-1900 Ph. (305) 375-1282 1 Fax (305) 372-6064 www.miarriidade.gov "Delivering Excellence Every Day" Please consider the environment before printing this email View Miami -Dade County is a public entity subject to Chapter 119 of the Florida Statutes concerning public records. E-mail messages are covered under such laws and thus subject to disclosure. From: Ernesto Anton (mailto:ernestoanton a betlsouth.net) Sent: Thursday, March 07, 2019 2:14 PM To: Revocatus Kanilwa <rk@p-a.cc> 3 Cc: Estevez, Samael Leonidas (DTPW) <Samaei.Estevez@miamidade.gov>; Keffler Castro <kc@p-a.cc> Subject: Re: 3030 SW 22nd St. - Exception/warrant This is an EXTERNAL email. Exercise caution. DO NOT open attachments or click links froi unknown senders or unexpected emails. Please click here if this is a suspicious message reportspam@miamidade.gov Enterprise Security Office Hey any news thanks Ernesto Anton On Mar 6, 2019, at 11:27 AM, Revocatus Kanilwa <rk@p-a.cc> wrote: The school name is Miami Brito, permit # DR2018005469. Thanks, Revocatus Kanilwa, P.E., PTOE (rk@p-o.ce) C. H. Perez & Associates Consulting Engineers, Inc. We provide reCra6Ce transport Engineers • Planners • Surveyors • Construction Inspectors Services Disadvantaged Business Enterprise (DBE)/Community Business Enterprise (CBE) <image002.png> <image003.png> 9594 NW 415` Street, Suite 201 9594 NW 415t Street, Suite 201 - Doral, Florida 33178 Doral, Florida 33178 t: (305)592-1070 / f: (305)592-1078/c: (305)219-4712 t: (305)592-1070/f:: (305)592-1078 <image001.jpg> / c: (617) 312-6496 www• p-a-cc www.p-a.CC This e-mail and any file transmitted with it is confidential and intended solely for the use of the individuals or entities to it is addressed. If you are NOT an intended recipient or the person responsible for delivering the e-mail to an intended re, be advised that you have received this e-mail in error and that any use, dissemination, forwarding, printing or copying of mail is strictly prohibited From: Estevez, Samael Leonidas (DTPW)[mailto:Samael.Estevez@miamidade.gov] Sent: Wednesday, March 6, 2019 11:25 AM To: Revocatus Kanilwa <rk@p-a.cc> Cc: Keffler Castro <kc@p-a.cc>; Ernesto Anton <ernestaanton@beIlsouth.net> Subject: RE: 3030 SW 22nd St. - Exception/warrant We file these by the name of the school. What was the name again? Also, do you have the process number handy? Samael L. Estevez, P.E. Professional Engineer Department of Transportation and Public Works Traffic Engineering Division 111 NW 15t Street, Suite 1510, Miami, Florida 33120-1900 Ph. (305) 375-1282 I Fax (305) 372-6064 www.miamidade.gov "Delivering Excellence Every Day" Please consider the environment before printing this email 4 Miami -Dade County is a public entity subject to Chapter 119 of the Florida Statutes concerning public records. E-mail messages are covered under such laws and thus subject to disclosure. From: Revocatus Kanilwa [mailto:rk@p-a.cc] Sent: Wednesday, March 06, 2019 8:58 AM To: Estevez, Samael Leonidas (DTPW) <Samael.Estevez@miamidade.gov> Cc: Keffler Castro <kc{rp-a.cc>; Ernesto Anton <ernestoantonPa bellsouth.net> Subject: RE: 3030 SW 22nd St. - Exception/warrant This is an EXTERNAL email. Exercise caution. DO NOT open attachments or click lin] unknown senders or unexpected emails. Please click here if this is a suspicious mi reportspam@miamidade.gov Enterprise Security Office Good morning Samael, The City of Miami is requesting an approved copy of the study. Is that something that you (The County) provides them or do we have to send it to them? If it is the later, can you send us an email or something to show that the study was reviewed and approved by the County? Thanks, Revocatus Kanilwa, P.E., PTOE (rkOp-a.re) C. H. Perez & Associates Consulting Engineers, Inc. 4Neprovide reCa6CeTransport Engineers ® Planners • Surveyors • Construction Inspectors Services Disadvantaged Business Enterprise (DBE)/Community Business Enterprise (CBE) <image002.png> <image003.png> 9594 NW 41Street, Suite 201 9594 NW 415C Street, Suite 201 - Doral, Florida 33178 Doral, Florida 33178 t: (305)592-1070 / f: (305)592-1078 / c: (305)219-4717 t: (305)592-1070 / f: (305)592-1078 <image001.jpg> /c: (617) 312-6496 www, p-a. cc www.p-a.cc This e-mail and any file transmitted with it is confidential and intended solely for the use of the individuals or entities to t it is addressed. If you are NOT an intended recipient or the person responsible for delivering the e-mail to an intended re, be advised that you have received this e-mail in error and that any use, dissemination, forwarding, printing or copying of mail is strictly prohibited From: Revocatus Kanilwa Sent: Tuesday, March 5, 2019 6:03 PM To: 'Ernesto Anton' <ernestoanton@bellsouth.net> Cc: Keffler Castro <kc( p-a.cc> Subject: RE: 3030 SW 22nd St. - Exception/warrant Ernesto, I will ask Samael tomorrow to forward them the Traffic Study showing the County's approval. Thanks, Revocatus Kanilwa, P.E., PTOE (rkA3-a.cc) C. H. Perez & Associates Consulting Engineers, Inc. GUeprovide reCa6le'Transport Engineers • Planners • Surveyors • Construction Inspectors Services Disadvantaged Business Enterprise (DBE)/Community Business Enterprise (CBE) <image002.png> <image003.png> 9594 NW 41st Street, Suite 201 - Doral, Florida 33178 9594 NW 41st Street, Suite 201- Doral, Florida 33178 t: (305)592 1070/f (305)592-1078 <image001.jpg> t: (305)592-1070/f:: (305)592-1078/c: (305)219-4717 / c: (617) 312-6496 www.p-a.cc www.p-Q.ec This e-mail and any file transmitted with it is confidential and intended solely for the use of the individuals or entities to t it is addressed. If you are NOT an intended recipient or the person responsible for delivering the e-mail to an intended re, be advised that you have received this e-mail in error and that any use, dissemination, forwarding, printing or copying of mail is strictly prohibited From: Ernesto Anton[mailta:ernestoanton@bellsouth.netl Sent: Tuesday, March 5, 2019 6:00 PM To: Revocatus Kanilwa <rk@p-a.cc> Subject: Fwd: 3030 SW 22nd St. - Exception/warrant Here is what the city is asking for Ernesto Anton NOTE: This e-mail is from a law firm, Holland & Knight LLP ("H&K"), and is intended solely for the use of the individual(s) to whom it is addressed. If you believe you received this e-mail in error, please notify the sender immediately, delete the e-mail from your computer and do not copy or disclose it to anyone else. If you are not an existing client of H&K, do not construe anything in this e-mail to make you a client unless it contains a specific statement to that effect and do not disclose anything to H&K in reply that you expect it to hold in confidence. If you properly received this e- mail as a client, co -counsel or retained expert of H&K, you should maintain its contents in confidence in order to preserve the attorney -client or work product privilege that may be available to protect confidentiality. This instrument was prepared by and, after recording, Should be returned to: Jorge H. Rivera, President Prointer Corp. clo 3030 Coral Way Miami, FL 33145 Folio Nos: 01-4116-009-0265 01-4116-009-0310 01-4116-009-0311 01-4116-009-0320 UNITY OF TITLE 111111111111 111111111111111111111111111111111 CFN 2013R0377457 OR 84 28627 Fos 3008 - 3010; (doss, RECORDED 05/14/2013 09125=26 HARVEY RUVIH, CLERK OF COURT 11IAMI-DADE COUNTY, FLORIDA WHEREAS, the undersigned is the owner of the properties described as: See Exhibit "A" attached Owner recognizes and acknowledges that for the public health, welfare, safety or morals, the herein -described properties should not be divided into separate parcels, so long as the same is put to the hereinafter use, and; in consideration of the issuance of building permits and for other good and valuable consideration, Owner hereby agrees to restrict the use of the subject property in the following manner: That said property will be considered as one plot and parcel of land and that no portion of said plot and parcel of land shall be sold, transferred, devised or assigned separately, except in its entirety as one plot or parcel of land.. Notwithstanding anything contained in this Unity of Title, nothing shall prevent, limit, or restrict the said property from being developed as an office building and condominium/townhouses. Owner further agrees that this condition, restriction, and limitation shall be deemed a covenant running with the land and shall be recorded, at Owner's expense in the Public Records of Miami -Dade County, Florida. Owner shall provide the City of Miami with a recorded copy within thirty (30) days of recordation. This covenant shall remain in full force and effect and be binding upon the Owner, their heirs, successors, personal representatives and.assigns and upon all mortgagees or lessees until such time as the same may be released in writing by the Director of the Planning Department and/or the Director of the Zoning Department of the City of Miami, as applicable, or their designees, or the executive officer of the successors of such Departments, or in the DUUR4.O17-)L f ! rdye.UVO tairIlft4V I OLIO! !'tom f rdgt 1 VI J absence of such directors or executive officers, by the assistants in charge of the offices in their absences. Further provided, however, that a release will be executed when the premises are made to conform to applicable zoning regulations or the use or structure is removed from the premises and there is no further reason to maintain the Unity of Title on the public records. IN WITNESS WHEREOF, Owner has signed this document on the .?5 day of � PROINTER COR 3030 Coral Way Miami, FL 33 505 61 (f-t..- et__ By: Title: es t Director Print Name: ' L1 p - L 47r9 STATE OF FLORIDA ) ) ss COUNTY OF MIAMI-DADE ) e foregoing instrument was acknowledged before me this .?S day of , 20/3 , byJORGE H. RIVERA. President/Director of PROINTER CORP, on behalf of the Corporation. He is rsnnally know to me or presented identification and did not take an oath. STEFF1 COUNDRES wary Public, Stede of Commission IPEE1O1904 My Conm,lsslao Jon, 09, POts Approved as to form and correctness: ARJBLIC, State of Florida NOTARY SEAL/STAMP Approved: Zoning Administrator Book28627/Page3009 CFN#20130377457 Page 2 of 3 OR BK 28627 PG 3010 LAST PAGE EXHIBIT "A' 16 54 41 AMD M1AMI SUBURBAN AC PB 4-73 LOTS 17 & 18 LESS N33.24 FT FOR RIW & LOT 19 LESS N35F BLK 2 LOT SIZE 17450 SQ FT FIAIU 01-4116-009-0260 OR 17393-2581 0996 5 COC 22436- 1394 06 2004 1 (Folio No: 01-4116-009-0265) 3030 S.W. 22" Street, Fl 33145 AMD MIAMI SUBURBAN AC P13 4-73 LOT 20 BLK 2 OR 24336-2639 03 2006 2 (Folio No: 01-4116-009-0310) 3031 S.W. 22" Terrace.. Miami, FI 33145 AMD MIAMI SUBURBAN AC PB 4-73 LOT 21 BLK 2 OR 24336-2639 03 2006 2 (Folio No: 01-4116-009-0311 3027 S.W. 22" Terrace, Miami, FI 33145 AMD MIAMI SUBURBAN AC PB 4-73 LOT 22 LESS Sl OFT TO CITY BLK 2 LOT SIZE 50.000X140 OR 24336-2640 03 2006 2 (Folio No: 01-4116-009-0320) 3023 S.W. 22"d Terrace, Miami, FL 33145 Book28627/Page3010 CFN#20130377457 Page 3 of 3 qS\ACS CAS AdvancED I' PSA F Beatriz Brito - Principal Antonio Brito - Founder Brito Miami Private Schoo 2732 SW 32 Avenue Miami, Florida 33133 June 3, 2019 To whom it may concern; By this means, I certify the following: • Brito Miami Private School operates on a school calendar schedule from August - June excluding legal holidays, winter recess and spring break. A The administration office opens Monday through Friday from 8:00 a.m. to 5:00 p.m. ® Instructional hours are Monday through Friday and are as indicated below according to grade level. 8: 00 a.m. - 2:15 p.m. for elementary level (K - 5th) grades. 8:45 a.m. - 2:45 p.m. for middle school (6th- 8tn) grades. • 9:45 a.m. - 3:15 p.m. for high school (9th — 12th) grades. 4 All shows, graduations and ceremonies are conducted off school grounds at rented facilities such theaters, auditoriums or banquet halls. • P.T.S.O. board meetings are conducted during school hours or in a designated restaurant. • Open House is conducted during the day from 9:00 a.m. - 1:00 p.m. prior to the first day of class. Thank you for your attention to this matter. Please feel free to contact me if further clarification is required Sincerely, Ms. Beatriz Principal T 305 448 1463 www.britomiamiprivate.com A School of Values and Solid Education City of Miami Parks and Recreation Official Permit 100619B17 444 SW 2 AVE Miami FL 33130 / 305-416-1133 / parkspecialevents@miartugov.com Organization Name: Mailing Address: 2732 SW 32 Ave City: Primary Contact: Beatriz Brito Phone #: Secondary Contact: Lazard Fundora Phone #: 305-762-2984 Douglas Park EXHIBIT tt a/ Brito Miami Private School City of Miami Resident: Yes Miami Park Name: went Activity: 'Event Date/Time: :"Set -Up Date/Time: PE Classes and Basketball Practice ,Break -Down Date/Time: Alcoholic beverages will be served? Food will be served? Cooking will take place on -site? Items will be sold? Amplified sound will be used? • 305-448-1463 Facility: Email Address: Email Address: State: FL Zip Code: 33133 b.brito@britomiamiprivate.com IazFundora@gmail.com Field Anticipated Total Attendance: 80 ParticipantsAge Group: Youth 9/3/2019-6/12/2020 (School Year) Monday - Friday 8:00am - 4:00pm (PE) No No No No No Monday - Friday 2:00pm - 4:00prn (Baseball Practice) A bounce house company will be used? Tickets will he sold on -site? Applicant is a Non -Pre( Organization? Applicant is Tax -Exempt? Applicant has provided all required documents? Event Description & Special Requirements N/A No No YES YES Yes SALE AND/OR CONSUMPTION OF ALCOHOLIC BEVERAGES IS PROHIBITED UNLESS BEER WINE PERMIT IS ISSUED. Acceptance of this permit indicates that above permit holder is fully cognizant of their responsibility in connection with the use of the above facility and agrees to observe, obey, and comply with all City of Miami Department of Parks and Recreation Rules and Regulations, as well as all City, County, State or Federal laws, Rules and Regulations. This permit may be revoked for cause at any time. Indemnification: Permitee Shall Indemnity and save City harmless from and against any and all claims. liabilities, losses, and cause of action, which may arise out of permitee, including any person acting for or on his/her behalf and, from and against any orders, judgments or decrees which may be entered, and from and against all costs, attorney's fees, expenses and liabilities incurred in the defense of any such claims, or in the investigation thereof. Deposit Fee: $ Facility Rental Fee: $ Staff Fee: $ Payment Comments: 0.00 2,700.00 0.00 Additional Fee: $ 0.00 Tax Fee: $ 0.00 Total Fee: $ 2,700.00 N/A Permit Issued By: "A Print Name: Brittany Clark Date: 06/10/19 Ili SACS CAST AdvancED SA INIP S A t, rrr ' l Beatriz Brito - Principal Antonio Brito - Founder Brito Miami Private School 2732 SW 32 Avenue Miami, Florida 33133 March 15, 2019 To whom it may concern: By this means, I certify that the following are the total amounts of employed teachers by level: High School (9tn - 12tn) = Five Teachers Middle School (6th - 8tn) = Two Teachers Elementary (K5 - 6th) = Six Teachers Furthermore, some teacher duties include instructional classes that cross over levels. Such as, a few high school instructors also teach middle school level subjects. If you should have any questions, feel free to contact me. Sincerely, Ms. Beatriz Principal T 305 448 1463 www.britomiamiprivate.com A School of Values and Solid Education Abbreviations 01 71e0O'onll' crf- _-.41= Bctuncliary Survey OraIlklC Seal® 1" = 2Q' s NOP12'Oa'W -'tcP—� I -- :0 soak 't8e ^% Y ye> 9 4 4 to 1 -.. nnswro Souhwest Met Avenue18.7 Leo • E 0 0 veVsiwn * pis RYca0ro re4,3 0m.... .0 .— La141. Bea a54 sl O 0- CITY OF MIAMI HEARING BOARDS PLAN REVIEW nearing Beery))/. 5i' -wY 7i117o 1,1. Pule oak /.BaY ?/ //N ey e71y\ g By a not tall'On. aso Locat8L ok SSIM/tea 15'=r1'.$= Southwest 22nd Street pp#1 (E Coral Way) 15 PI 2 11111111111 Southwest 22nd Terrace CERTIFIED ONLY TO: Proinler Corp, a Florida Corporetion Union Title Services Inc Commonwealth Land Title Insurance Company ca 2 LEGAL DESCRIPTION: S 17 and 181ess the North 33.24' and Lot 191as the North 35.00' and All of i.ota 20 though 21 and 145 22 less the South 10.00' in Block 2, "AMENDED PLAT OF MIAMI SUBURBAN ACRES", according to the Plat Thereof as Recorded m Plat Book 4, Page 73 of the Public Records of Miami -Dade County, Florida. ELEVATION INFORMATION Nations( Flood lnaumnre Program FRMA Elev. Reference to NGVD 1929 Comm Panel 120650 Panel4 0476 Finn Zone: "X" Date of Finn: 09-11-2009 Base Flood Elev. N/A F. Floor Elev. N/A Suffix: Elev. Reference to NGVD 1929 JOB # 18-1016 DATE 09-04-2018 PB 4-73 Surveyors DN.: PROPERTY ADDRESS: 3027, 3023, 3031 Southwest 22 Terrace 3058 Coral Way Miami, Florida 33146 Sum,. Notes: AFA & Company, De Professional Surveyors A Mappers Le 7148 13050 S.W. Carr 3186 mom' otum@Cmwor c11=8euct M1. Or (305)2340588 Fax 1)206)695-0778 SACS ViitiAdvancEL CPSA SNIP S A tOATei Pv S YDir5'fiC2t6411 Beatriz Brito - Principal Antonio Brito - Founder Brito Miami Private School _ Flo, Ho ,3 i 3S TRAFFIC FLOW AND PICK-UP CONTRACT I, fully understand that as parent/guardian of it is my parental responsibility that all Traffic Flow Policies as outlined in the Traffic Flow and Pick —Up Procedures are adhered to while the student is in attendance at Brito Miami Private School. Furthermore, we acknowledge that we have received and read the Parent /Student Traffic Flow and Pick —Up Procedures for the school. After having read and understood this agreement and the policies, I hereby agree to all of the terms and conditions stated herein and so acknowledge by affixing my signature below. Parent's/Guardian's Signature Date Student's Signature (6th -12th Grade Only) Date T 305 448 1463 www.britomiamiprivate.com A School of Values and Solid Education Titu .of Atinnu BUILDING DEPARTMENT Transaction Statement Financial Transaction ID: 556667 ERNIE Transaction Date: Nov 8 2018 8:44AM 3030 SW 22 ST Permit Number: BD14010213001 B001, 25007486 (305)992-3640 FEE SUMMARY Fee Category Fee Code Fee Description Quantity Unit Type Amount BUILDING -GENERAL MS-028 SEARCHES/COPIES/CERTIFICAT DONS60.5000 DOLLARS $60.50 —I D m m Q•` N r -< 0 CD CD —s O 3 O .--a r+ O CD CD CT.) �) w w a F- -t oo -o —ti0 u) CC) w r+ c m ' 1--F 0 Co ' ' s - . < U) 1--I N CD n C) O C CD Z C. 0 (D C, J r-,- II) Cri I C!1 Ill Cr, F ; T; 0 C.TI N Nr ilS• r D -. CS) O... Q = n — CO ▪ 3 c R n - o v w� m O— 0 CS) 1 01 0 LT1 [JI 01 G o 0 -69 0. O 0 Tota I : A1 CD ,-I - CD CD ---I •< CD CD o -,. 0 _ CD CD 3 CD CD- • l_ Z •< W - • 0 0 -▪ '- E -+. CO -1 3 N •• G NJ B -'O _... ▪ . --' CO - C CO $60.50 } T F C) C 3 } CD ( al A) p, . �E CC C : co rr - a) CD 0 CD n, CC = - n 'o -. C=• 0 (3 F -1 n CD cn -+ o w o Z CD 0 Cf.S= - - - . .--1- CD - CD • - + 5- -1 n s - ) ci. o _cr., -- O `< a) NJ O b3 } F rt O03o1 - N a: -X- CO O * O CD 0 Z mot - w £ Ci) O LT1 - Q) O t. • N * 03• _ O =t a O -)c 4' N CJ CO CO G N < U'. 0 CO V1d Rev. Jul/02/2012 EXHIBIT DISCLOSURE OF INTEREST FOR PROPERTY LOCATED AT 3030 SW 22 STREET Prointer Corp. 6490 SW 72 Court Miami, Florida 33143 Lorita del Cielo Trust Jorge Rivera (100%) Lorito in Heaven Trust Martha Alicia Rivera (100%) Bomart, Inc. DBA Brito Miami Private School 100% 50% 50% (1) Hortensia Brito 100% TREET (E. CORAL WAY) r SOUTHWEST 31 st AVENUE SITE PLAN �-\ SCALE 1"= 20' PROPERTY ADDRESS: 3030 SW 22 ST. MIAMI, FL 33145 ( FOLHJ No. 01-4116.0090265) DESCRIPTION 1, 54 41 AND MIAMI SUBURBAN AC PB 4.73 ALL OF LOTS 20 THRU 21 8 LOTS 17 8 18 LESS N33 24HT LOT 19 LESS N35FT 8 LOT 22 LESS S1OFT ERR 2 PER UNITY OF TITLE OR 286273008 LOT SIZE 39450 SO FT FAU 01 41160090260 CERTIFY T0: PROINTER CORP SCHEDULE RECREATIONAL AREAS M1IARM AMA 160(8IR/2 AREA MtlGMIH AREA 2 833620:022. AREA 3 014 MCMANNUS AREAS 3.078.82 S/, 2.31118 S/F 2,263.30 SAT 8.26012 S/E • ALL PARKING STALLS SHALL BE 8.5'018' DIMENSION -SHOW IN THE PLAN SOUTH FLORIDA BUILDING CODE 33-1. *SIGHT TRIANGLE SHALL MEET FOOT 542 STANDARD: CURRENT DESIGN IS NOT IN COMPLIANCE •APPLICANT SHALL GET APPROVAL FROM CITY OF MIAMI PARKING AUTHORITY SINCE THERE ARE SIGNS SHOWING ON STREET PAY PARKING SCOPE OF WORK GENERAL: •CONSTRUCTION NEW PARTITION INTERIOR AS SHOWN NEW INTERIOR DOORS SEE (DOORS SCHEDULE) •NEW HVAC DUCT RELOCATION •ELECTRICAL PANEL TO BE CHANGE *LEVEL 2 ALTERATION *REPAIR DROP CEILING •GENERAL PAINTING _ SCHEDULE TO 1 BUILDING eg 050 350 AREA RENNA AMA GAGS MST ROOK i SW SF 0.15R0015 Mt RO0 IMO.16 S/T O80ION AMA If51 ROOT 6613 SA SONGS AREAS RIM ROOT 45602 S/T 02(LS SECOO ROOK 166E 5/7 5A591W16 MOM ROM 100.3 5/T MM. WA MOW RCN 115921 Si, YN4.x0 AREAS 40310 ROOK 3HA15/1 SCHEDULE TO 2 BUILDING AREA REY11A AR(A 12 83000 ©2lII10 1512w• 5/S • . 3000 O AREA 12.02 SF 929.46 S/ I. SDiNRS u(AS 01830 S/Y TOTAL SQ. FOOTAGE PROPOSED WORK 7,815.56 SQ/FT: INTERIOR WORK ONLY LEGEND SIGNS EXISTING BUILDING PART OF THE PROJECT. OPEN RECREATIONAL AREA SIGNAGE WILL BE UNDER SEPARATE PERMIT INFORMATION AREA PLAYGROUND CALCULATIONS srAce roa. I-001 zrzngramt HANDICAP SIGNAGE DETAILS let. SOUTHWEST 22nd TERRACE llseTernnes 1201 St INDEX OF DRAWING 1=SP ---SITE PLAN 2=A-2---PROPOSED FIRST FLOOR PLAN 3=A-3--PROPOSED SECOND FLOOR PLAN 4=A-4--PROPOSED BUILDING #2 EX. TOTAL JOB AREA====8,805.0 S/F THIS BUILDING DOES IT HAVE SPRINKLERS AND HAVE FIRE ALARM SYSTEMS MAXIMUM NUMBER OF STUDENTS 159 OCCUPANT LOAD CHART RIIIDENTS BER .NM,o* m AIP CLASSROOM 1 147.99 90 90 CLASSROOM 4 CLASSROOM 5 1041.02 131531 CLASSROOM a CIASSRCOM 3 GRADE laLED 90 so CLASSROOM ID 13 CLASSROOM IS II GRADE 0 ROtaa es II GRADE 11 le ROOM le IS CLASSROOM 10 GRADS 5 25 TOTALS 159 wan LANDNE ACCESSIBLE PARKING SPACE 13 9 4482.34 S.F. CITY OF MIAMI HEARING BOARDS PLANS REVIEW KDM. E/2en9. .JAM. L.-24-I01 .8.5 G'26 '1511 efio+. me. mI Am5' 0000 Lesece LOCATION MAP /1 N.T.S. ZONING LEGEND MIAMI 21 -ZONING ANALYSIS GENERAL URBAN IMA IECTE 24otrs1 snOVERD 1210. 55,50 DURSO 150811.10130 FterLa115900,nLID FironimMelhentedneck SULTANS SERVO, 2.05400 22.0.1.00 000115081.00 SneendsY 155010. Ewen. 21123 Pew I0+(Scu.0 2236111521800 anner MCC 8002. EGSTWG 0120122.1221210 NOCARIDAIIING n20,21,11 PROvESD SCSOCCLPATION 2.2 591001.01 50 124271110 treCewrwa goer w Me(Rp E,«.e.a,nni..a.0 0.1011.2. Ow. Span COVPLIES 1,009.69 KILDINGSERUCK ».. Da. tannin SLOG CCEPLISS law 20,201 1ralNonl 00121.122 COSIALOSASSETBACK aiernSary Rs. lenOlnatILDING REVISIONS Henna GUERREROMETHER THE PR0ECT FOR WES MEV APE PREPARED IS DEEMED CV NOT, MEV ARE SOT TO BE USED IN ANY MANNER ON OMER FAUSTO GUERRERO PROFESSIONAL ENGINEER P.E. 50465 17082 SW 91 AVE. PALMEIO BAY, EL (706) 443 1685 DATE 9/10/2018 BRAWN BY: M MALLEN SCALE: AS SHOW SP SHEET NUMBER: pi 7 220 Abbreviations 01 71e0O'onll' crf- _-.41= Bctuncliary Survey OraIlklC Seal® 1" = 2Q' s NOP12'Oa'W -'tcP—� I -- :0 soak 't8e ^% Y ye> 9 4 4 to 1 -.. nnswro Souhwest Met Avenue18.7 Leo • E 0 0 veVsiwn * pis RYca0ro re4,3 0m.... .0 .— La141. Bea a54 sl O 0- CITY OF MIAMI HEARING BOARDS PLAN REVIEW nearing Beery))/. 5i' -wY 7i117o 1,1. Pule oak /.BaY ?/ //N ey e71y\ g By a not tall'On. aso Locat8L ok SSIM/tea 15'=r1'.$= Southwest 22nd Street pp#1 (E Coral Way) 15 PI 2 11111111111 Southwest 22nd Terrace CERTIFIED ONLY TO: Proinler Corp, a Florida Corporetion Union Title Services Inc Commonwealth Land Title Insurance Company ca 2 LEGAL DESCRIPTION: S 17 and 181ess the North 33.24' and Lot 191as the North 35.00' and All of i.ota 20 though 21 and 145 22 less the South 10.00' in Block 2, "AMENDED PLAT OF MIAMI SUBURBAN ACRES", according to the Plat Thereof as Recorded m Plat Book 4, Page 73 of the Public Records of Miami -Dade County, Florida. ELEVATION INFORMATION Nations( Flood lnaumnre Program FRMA Elev. Reference to NGVD 1929 Comm Panel 120650 Panel4 0476 Finn Zone: "X" Date of Finn: 09-11-2009 Base Flood Elev. N/A F. Floor Elev. N/A Suffix: Elev. Reference to NGVD 1929 JOB # 18-1016 DATE 09-04-2018 PB 4-73 Surveyors DN.: PROPERTY ADDRESS: 3027, 3023, 3031 Southwest 22 Terrace 3058 Coral Way Miami, Florida 33146 Sum,. Notes: AFA & Company, De Professional Surveyors A Mappers Le 7148 13050 S.W. Carr 3186 mom' otum@Cmwor c11=8euct M1. Or (305)2340588 Fax 1)206)695-0778 EX. DOOR TO REMAIN EX DOOR TO REMAIN EX. DOOR TO REMAIN TER A= 225.59 square tt NEW PAnnwN4 CLASSROOM A= 188.02 square ft. E.Y. MEN BATH a'-0" 0 EX. W0Y BATH CLASS9 ROOY END GRADE 7 STUDENTS 4TH GRADE 8 STUDENTS RALL0AY CTASSR00M = 170.88 square tt 1ST GRADE(A) 5 STUDENTS -0 9 -0 1 -0 3 0 EXISTING MACHINE ROOM J oWA PARTITION - CLASSROOM �� Nn A= 147.33 square 1L 1ST GRADE(B) Y.-C) 4 STUDENTS YEE a' BNIS BATH II 1-01 JI EX. ELE ATOR C> E.R HALLWAY MEM . DOORS TO REMAIN EL DOORS TO REMAIN Fitt 11 8 CLASSROOM = 188.31 square It 6TH GRADE 8 STUDENTS foram CLASSROOM A= 244.59 square tt KINDER 8 STUDENTS MUM e HALLWAY 3-0" EC 10N AREA msw PA O � 8 CIA59ROOY A= 147.88 square tt 3RD GRADE(A) 4 STUDENTS 0 T CLASSROOM A= 101.98 square T 3RD GRADE(R) STUDENTS OD X. DOORS TO REMAIN %/e A EX. DOORS TO REMAIN DOORS To REMAIN DOOR TO REP, PROPOSED FIRST FLOOR PLAN SCALE: 1/4"= 1' BUILDING #1 NOTE O ELECTRICAL NOTES: I. ALT ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WOH THE N.E.C. 2014 (LATEST EDITION) AND SHALL COMPLY WITH THE FLORIDA BUILDING CODE -2017 (6TH EDITION) AND ALL LOCAL RULES AND REGULATIONS. 2 PROVIDE CURRENT LIMITING FUSES OR BREAKER5.10,000 AL C. (NEC 240-6 STANDARD AMPERE RATING) 3. ELECTRICAL OUTLETS (RECECTACLES AND LIGHTING) BELOW BASE FLOOD ELEVATION SHALL BE INSTALLED AT THE HIGHEST PERMITTED ELEVATION AND SHALL BE INSTALLED ON (SEPARATE) INDEPENDENT CIRCUITS FROM THOSE IN THE HABITABLE AREAS. 4. NO APPLIANCE OR APPLIANCE OUTLETS SHALL BE INSTALLED • BELOW BASE FLOOD ELEVATION. 5. AIR CONDITIONING COMPRESSORS AND MAIN CIRCUIT BREAKER PANELS SHALL BE INSTALLED ABOVE BASE FLOOD ELEVATION. 6. LOCATION OF ELECTRIC METER IS EXISTING. REMODELING NOTES ONoioww Assxowxw Pwu. A004*As O PeRTmarv5 SEE DEfnR rxls s = O STTA"'aunNG AnwANeoATo f P PaauOoxs 10 wawry w"u 90Aw0 AIN NEW DOORS O LTZ. 0 5 xo1102 E0AE 1N PMea 0. PRExxxc 1we NOLLow cowE INTEuOR Q EXISTING 000500 REMAIN SCHEDULE TO I BUILDING AREA E$ Y91R. R01RM MU 01905 FRG RBR 5541 SIT OASRB08 REST ROCS IN. SIT OROAAIDR AREA MST RCM 66.91 S/T SMOGS NIFAS IRS/ RCBR 45592 SIT ODES RC00 ROOK RAM 5/T CLASSRCSMS SECOND ROOF 3101.9 SA 11081R6w AAA SECMD ROOK MS 5/T WALLS AREAS SEMI ROM 114.41 Si, PROPOSED FIRST LEVEL 8 CLASSROOMS 3 BATHROOMS 1 RECEPTION AREA PCITYIA OF MIAMI HEAPING BOARDS �S REVIEW IMZer REVISIONS MESE DRAW $PEEIDGRONS TO BE IUD IX ANY BANNER ON ONO FOSTO I3 0 Z 0 0 m 5 62 0 0 1 LL 0 1 0 111 0 FAUSTO GUERRERO PROFESSIONAL ENGINEER P.E. 50465 17082 SW 91 AVE. PALMER/ BAY, FL. (J86) 443 1685 DATE e/10/1/10 DRAWN BY: AA CURLER CHECKED BY. 22 SCALE: AS SHOW A-2 I CL155ROOY A= 261.41 square ft PPH GRADE(H) 10 STUDENTS HALLWAY 0 CLASSROOM 250.00 square ft 10TH GRADE(H) 10 STUDENTS CLASSROOM A= 250.70 square ft roils TH STUDENTS GRADER) 10 PROPOSED SECOND FLOOR PLAN SCALE 1/4"= 1' BUILDING #1 0 i EX. IHR. P.R. DOOR EX. MEN BATH EX. 1HR. ER DOOR — 19 CLASSROOM A= 224.00 square ft IITH GRADE(H) 8 STUDENTS 14'-0" NE PARTITION HALLWAY A= 285.69 square ft 11TH GRADER) 11 STUDENTS HALLWAY EX. ADMINISTRATI OFFICE A= 154.70 square ft PROPOSED SECOND LEVEL 8 CLASSROOMS 2 BATHROOMS 1 ADMINISTRATIVE OFFICE SCHEDULE TO I BUILDING AREA h OFYRPMH K w& NU R,:, r,L24 0 OMTS KW ROO, - 5.42 5/T GA0970316 MST MOO 150/.58 S/T OROAAO0I PALS Mr ROOT R6693 5/T SERVOS WAS MST ROOK 1569E S/T ODATS SEOERI ROOK 1659 S/T O.ASSPO91S 5101 ROOT 2001.0 SR uROU1101 NU SEW10 UM 9593E 5/f OWES AREAS SEND ROOK 94.41 S/T CITY OF MIAMI HEARING BOARDS PLAN REVIEW Heel Board -Dap (A/26h, Pubic Oats 6/sf/9 M' REVISIONS 57 Z 0 0 1 LL 0 Z 0 U) 0 0. 0 a FAUSTO GUERRERO PROFESSIONAL ENGINEER P.E. 50465 17082 5W 91 AVE. PALMETO BAY, FL (786) 443 1685 DATE 9/o/2ms DRAWN Br IA. GULL. CHECKED BY FG SCALE: AS SHOW A-3 SHEET NUMSEO:. 3 or 7 704 8-2"iia000000000ioaoio e•-z^ ,,,, e•-z^ raaior EC. UTILITY 2E. unLITY ROOM s ROOM /Dili//ooai/A c. P7//%0 K. MIMS A= 805.64 square ft 5TH GRADE 24 STUDENTS ST Al Ilk �Gil6�� n ■ s2iMmmFN-NEw PROPOSED FLOOR PLAN 41( SCALE 1/4"= I' BUILDING #2 A= 1E8.34 square ft n TTH GRADE 6 STUDENTS 17 CLASSROOM A= 247.50 square ft eGRADE D STUDENTS PROPOSED BUILDING #2 2 BATHROOMS 3 CLASSROOMS 2 EXISTING UTILITY ROOMS 1 WARMING KITCHEN 1 DEN SCHEDULE TO 2 BUILDING AREA k ISSOMS01 MMARIK AREA 2 ECM OMMAMM AREA 72.02 5/E CLASSROOMS AARMS OMSA CITY OF MIAMI HEARING BOARDS PLA REVIEW >'* DMt L ZE IS 2 o.N 44.4//9 REVISIONS WOE DRAM. A OPELIKA.. . INSTRUMENTS OF SERVICE AND IFEY WERE PREPARED IS EICCUIED OR NOT, WV ARE NOT TO B.SED IN ANY MANNER ON OTHER O 0 Z 0 1 5 m 0 W Tn 0 0 LL a FAUSTO GUERRERO PROFESSIONAL ENGINEER P.E. 50465 17082 SW 91 AVE. PALMETO BAT, FL. (706) 443 1685 On,E 9/10/201 DRAWN BY: 10 GUILE. CHEERED BY: , SCALE: As SNOW A-4 SHEE, RIMIER: 4 0f 7 1704 r IT-B• (APPRUX) 1T-6' (APPROX) EXISTING UTILITY TO REMPIN 0 J1UINIIIIR 1 AD TILE BRIER ODOUR 19 CLASSROOM 6TH GRADE 24 STUDENTS EXISTING R EIEVAnON 1o'-r xcw mm �111111 III IIIIIIIIINnI �s�Ae TO S6IAN O ® D-1 REMODELING FLOOR PLAN 1/4" EXISTING BUILDING 0 - a '[f TO REMAIN STUDENTS TGRADS rrer,„,®© 17 CLASSROOM 6TH GRADE 43,- 9 STUDENTS OR AD 111 lltl 1 1111 11l llll Illll Y1111 111 ll 1 llllil 0 t C'1i I11111 R1 1111 Ile ell 111 Illll Ill a III hll 1 Illi1 •••' t 111 fettle Illl Ii1 11•- .lill.,iiiie fit` li t t teii eft pie ii��i 1 e�h til el 11�illlIIl Y .-- e Y Y��I legit ��I �le��iilillie 'Rie 11 It Il 1 1 1 1 t 1 It 1 e ''eeI li illlll ee - t Ilil Ill lit llthettlethettiet4t'. trl It 1 lY I1ee It It R 1• ! i 1 1e 1 11 1 • 1 e t 11 l 111! 11 t ll 111 eR t i1111 llll 1 11 1 c s 1 1" i 1' ! R11e!!.l 1!1!l 111 tt ll 9- 11 AIR 75 I2 X Sr UPPR. WOW Is WEST ELEVATION 1/4" EXISTING BUILDING J}H11iiL#41= 4- - } D— OVE IS OPm �.xmW c.c"uc vex O O ER 5O X,IE APPROx) I• 3E PPP In an r APPROXI xR 52X OT (ro6ON) EAST ELEVATION 1/4" EXISTING BUILDING 0 uxcRANxO "'" ro -D.M REMODELING NOTES EXISTING LAMM TroE Bogor h"00ENNN0PNSwQfSxWTx wn " oN �NRa I• 0 21o,60 EXIEMOR OOMN ® EMS.. WOOD DooRs To ROBB 0 ARrw RATw ALL 0 nr . ro EZING c nnuws-SE VD 0 $ o AIL n,rs 0 s $ P DRMIs_gE CET NEW DOORS O _ _ I sV.,,I .0 IE. MIN - 3. B. IOW. camOR CHUNG — © - - Op• xouow Dcs4 O9RMO -6 HOLLOW OMB MIRROR POOR ELECTRICAL NOTES: Ac ALL vATH THE KEG 2L MOP m4und S (LATEST CODE mT� (6. EPPOON)WvATH AND ALL EROMA LOCAL Rs. AND REGULATIONS. 2. PROVIDE CuRRENT OWING FUSES OR ( BREAKER, SOO- 6 -STANDARD ALOE- RATING) ,S REc nNG) INSTALLED �N ( °E) �EBDENT AND SHALL Ro11MOSE TN THE HABITABLE AREAS, CE OUTSETS SN.I. BE 6. LOCAIKIN OF ELECTRIC METERS IS EXISTING ARE brobx. 60 (040 o[ s Tµ0 0*7* OEI406i .... TO THE BEST OF MY KNOWLEDGE, THIS DESIGN IS IN COMPLIANCE WITH THE FLORIDA BUILDING CODE AND THE TECHNICAL CODES APPLICABLE CODE: ALL PLUMBING WORK TO COMPLY WITH ALL APPLICABLE CODES AND WITH FLORIDA BUILDING CODE, 2017- BLN EDITION ROOF REPAIR NOTE: EXISTING COMPOSITION SHINGLES ROOFING, RE- ROOFING AND/OR ROOF REPAIR, TO BE DONE UNDER SEPARATE PERMIT 0 xR 52 X G, APPROX) 0 6- xR 6 yr r SSW SOUTH ELEVATION 1/4" EXISTING BUILDING AP NC O INN 62 x OT LINER. NORTH ELEVATION 1/4" EXISTING BUILDING REVISIONS DEB DR ABC TECIMATIONS ARE INS. M.TS SER. AND FOR BACH TNE7 ACRE PREPARED IS DECO. OR NOT. NIEL ARE ROT TO BE IBBD IN ANT MANN. ON OTHER TO Z J 5 0 w 0 cc PAUSTO GUERRERO PROFESSIONAL ENGINEER P.E. 50165 17082 SA' 91 AVE. PALMED BAY. FL. (186) 44J 1885 OR. 9/10/2018 DRAWN Bs. CUILLEN CSECKED RN A, SCALE. As sHow A-5 SHEET NUMBER- 5 m 7 volt .I■I■ ml.l. dal lir NORTH ELEVATION PLAN SCALE: 1/4"= 1' EAST ELEVATION PLAN SCALE: 1/4"= 1' CITY OF HEARING 1. SC PLwyp P _ k 22l.0 69 REVISIONS z 0 a z 0 W J W 0 z F X G W FAUSTO GUERRERO PROFESSIONAL ENGINEER P E. 50465 17082 SW 91 AVE. PALYETO BAT, FL. (786) 643 1605 64. 9410991a CHECKED BY: Fr.. SCALE: AS SHOW A-6 SHEET NuMBER: 170 SOUTH ELEVATION PLAN SCALE 1/4"= I• WEST ELEVATION PLAN SCALE 1/4"= 1• CRY CIF IV MI HEARING G. rHC PLANS RE''. .EN Hewing `? /••&A 427�19 i>'!9 •79 it Sipa does not imply approval REVISIONS TO DE uSED ANT MANNER ON ONTER ERA FAUSTO GUERRERO PROFESSIONAL ENGINEER P.E. 50465 $7082 SW 91 AVE. PALI ETO BAY, FL. (l86) 40 1685 DATE s/10/201a DRAWN BA: M DOLLEN CHECKED WA No SCALE: AS SHOW A-7 ST N 00'11'28"W 258.73 W EXISTING EXISTING TWO STORY CBS ° s COMMERCIAL BLDG 63030 90, *41464.0. „, , WIMP • *MAO IDE DUSTING P PLANT LIST TREES KEY PLANT NAME QTY. UT. SIZE BUST Burnett simamba ..Gumbo Limbo v ea. 168IIx 6 spread, 4'D8H EUDE Eucalypts deplete ..Rainbow Eucalypts 3 ea. 16ta11 x 6' spread, 4' DOH qWl Quercus viginiana Eve Oak 11 50. 16' kill x6'spread, 4' DOH MYER Myrcionthes (regions ..Simpson i Stopper 8 ea. 8' toll x 4' spread. 3 trunks max, lifted to heelorm SHRUBS AND GROUNDCOVLIIS KEY PLANT NAME QTY. UT. SIZE CHIC Chrysobal4nus;caw ..Cocoplum 103 ea. 18'x 18", install 24. o.c. PSLI Psychdria ligustddia ..Dwarf Coffee 114 ea. 1B'x 18", install 24' ore. MUCH Muhlenberghlo cappillads ..Muhly Gross 23 ea. 3 gallon cans, marell 24"Esc. JAVO Jasminum vdubile ..Wax Jasmine 130 ea. 18' ie 18", install 24..6 sod Argerene Bahia as req. s J. sdid sad Planting Soil 0%Silica Sand 3096 Everglades Muck as req. are Shredded Melaleuca Mulch as req. c.y. 2" Toyer in all shrub beds 5-0 T4-R I ARPAy""I POSE LIGHT VP. IMP EXISTING ONE STORY CBS DUPLEX BLDG. 63023,3025 FFE=10. 17' NEP EJD PARKING egad uCH ASPHALT • reaua �esrneo ID on-srReel' rya-PexmRG Reece) SOUTHWEST 31 of AVENUE, LANDSCAPE LEGEND (mie information to be permanently affixed to the plan.) Zoning District: I T5.0/1"4-R INet Lot Area:' 'lanes) I 33 084 Ilaquore ken OPEN SPACE REQUIRED PROVIDED A. Square feet °hopes space required by Miami 21, as Indicated on site plan: 6,921 12,023 Net lot area=l 33,084 Isquare feet x 121. 07 I% -I 6,971 'square feet B. Square feet of parking lot open space required by Article 9, as indicated on sae plan: 320 320 Number d paean° spaces I 32 Ix 10 square feat per parking space = C. Total square feet of landscaped open space required: A+B= 7,291 12,343 IAWN AREA CALCULATION REQUIRED PROVIDED A. 7,291 .Total square of landscape open space respired by Miami 21 2291 B. Maxmum lawn area (sod) permitted = I20 i%=I 1_458'a9uorefeet = 1,458 bahia sod TREES REQUIRED PROVIDED A. The number of trees required per net lot acre, less mist number of trees meting min. req. 7 7 122 Iheesx 0.76 net lot arras- numbs desisting lrea(101 B. %Palms allowed: Number of trees provided x 30% 2 0 C. % Natives required, Number of hers provided x 30% 3 31 D. % drought tolerant and low maintenancember of trees provided x 20% 2 31 E. Sheet trees (max. average spacing of 30 a c.): 9 9 245 linear%erelong street /30= ) %palms permitted to count towards street trees in 1:1 basisx 309.9 2 0 F. Sheet trees !gorged directly beneath power Imes: (meal, average spacing 25' c.c.): 11 11 273 I linear IeH along shc9 / 25 - SHRUBS REQUIRED PROVIDED A. Number of shrubs requited, Number of frees required, 10= 320 398 B. % Number d Native shots required: Number of shrubs provided x 30% = 111 240 C. 96 Etowah! tolerant and low maintenance required: Number of shrubs provided x 20% = 111 398 6 0"11'41"W 1000 car ENTRANCE FE DE TO SOUTHWEST 22nd TERRACE CITY OF WA911 HEAF,NG BOARDS PLA' REVIEW Wer%e«w� .ome c won. Dale 4/0447 EXISTING TREE DISPOSITION LIST KEY BOTANICAL ME NAME NOTES N HT...) SPD.(H.1 OBH.(i.. REMAIN REMOVE TRANSPL. DRHA.) Dn.) go.eu.migi.tio.oPO C4.m.aP Ire8 8 60gad 951645 % iar aa6irgtai.,ebrdo ahQingle.ia V.Im good d Gumbo Limbo "tool Poles 40 18 gad IS good god p Xeed poor TOTAL OBH INCHES TO BE REMOVED TOTAL PALMS TO BE REMOVED TOTAL DBH INCHES MmGAHON REQUIRED TOTAL DOH INCHES MITIGATION PROVIDED Planting Plan 16 PRIVATE SCHOO EXISTING TREE DISPOSITION PLAN gLISSt 12.14 2018 as noted IA1.01 1.1 SCOPE 3.6 MULCHING GUYING AND BRACING B SODDING rho, cidiesN2 PLANT BED PREPARATION NOTES 4.:, uw .es°:sv" 4,t, ae°=;%°mn.m'~'e'swii=°. PART - MATERIALS NTOTO SPACING OF EE NAST aiw N.amxmmwanmee Raes °rmee SPACING 0 csNaPROTECTION OF P.11.8 wwm.m. PLAN VIEW ROOT BARRIER INSTALLATION DETAIL 1 IIII11 .tea:.,...,.,. PLANTING & BRACING DETAIL UNDER 3 1/2" CALIPER SHRUB SPACING DIAGRAM SHRUB INSTALLATION DETAIL DETAIL A CITY OF MIAMI HEAR1eIG r"^.R9S PLANREVIEW 6genq I un w.__4(.V/? B :gin, n ;e 7� ly Isar -m. c•v.-la MULTI-TRUNKED TREE/PALM BRACING DETAIL PLANTING & BRACING DETAIL OVER 3 1 /2' CALIPER BATTEN DETAIL B LANDSCAPE SPECIFICATIONS AND PIANTI NC DFTAIIS 12.14.2018 as noted LA1.02 C4'-' OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 01-4116-009-0265 Property Address: 2980 SW 22 ST Miami, FL 33145-3208 Owner PROINTER CORP Mailing Address 5820 BLUE LAGOON DRIVE FLOOR 1 MIAMI, FL 33126 PA Primary Zone 6101 CEN-PEDESTRIAN ORIENTATIO Primary Land Use 1813 OFFICE BUILDING - MULTISTORY : OFFICE BUILDING Beds / Baths / Half 8/4/0 Floors 1 Living Units 4 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 8,805 Sq.Ft Lot Size 39,450 Sq.Ft Year Built Multiple (See Building Info.) Assessment Information Year 2019 2018 2017 Land Value $3,171,250 $2,909,500 $2,909,500 Building Value $708,063 $290,500 $290,500 XF Value $77,358 $0 $0 Market Value $3,956,671 $3,200,000 $3,200,000 Assessed Value $3,460,871 $3,146,247 $2,860,225 Benefits Information Benefit Type 2019 2018 2017 Non -Homestead Cap Assessment Reduction $495,800 $53,753 $339,775 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description 16 54 41 AMD MIAMI SUBURBAN AC PB 4-73 ALL OF LOTS 20 THRU 21 & LOTS 17 & 18 LESS N33.24FT LOT 19 Generated On : 6/24/2019 Taxable Value Information 2019 2018 2017 County Exemption Value $0 $0 $0 Taxable Value $3,460,871 $3,146,247 $2,860,225 School Board Exemption Value $0 $0 $0 Taxable Value $3,956,671 $3,200,000 $3,200,000 City Exemption Value $01 $0 $0 Taxable Value $3,460,871 I $3,146,247 $2,860,225 Regional Exemption Value $0 $0 $0 Taxable Value $3,460,871 $3,146,247 $2,860,225 Sales Information Previous Sale Price OR Book -Page I Qualification Description 06/01/2004 $1,675,000 22436-1394 (Sales which are qualified 03/01/1996 $500,000 17130-2321 Other disqualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: ' X SACS CASI OAdvancED CP A Brito Miami Private School 2732 SW 32 Avenue Miami, Florida 33133 Mr. Devin Cejas Zoning Administrator City of Miami 444 S.W. 2 Avenue, 4th Floor Miami, Florida 33130 Re: Letter of Consent for Bomart, Inc. / City Exception/Warrant application(s) to allow a Primary and Secondary School on the Property Dear Mr. Cejas: Please allow this letter to serve as the letter of consent to allow Juan J. Mayol, Jr., Esq., Hugo P. Arza, Esq., Alejandro J. Arias, Esq., James R. Williams, Esq., Pedro Gassant, Esq., Alberto J. Torres, and Michael A. Freire of Holland & Knight LLP, to file a City Exception/Warrant application(s) to allow a primary and secondary school on the INIPSA Property, on behalf of Bomart, Inc., and to participate in all public hearings and meetings related thereto, in connection with the property located at 3030 SW 22 Street, and further identified by Miami -Dade County Folio No 01-4116-009-0265. Beatriz Brito - Principal Antonio Brito - Founder Please do not hesitate to contact the undersigned if you need further information. Sincerel e —0 Print Name ?y-E Ci 124 Title T e f. re • oin instrume t was acknowledg„ efore me th. by +r YS l C's as has produced �✓f2)- otary Public, Nam -Pt My Commission Expires: \ t is personally known to me or ficatios . 7 dot, Am. 'GLENDA 0011114110114110 Notary Pak - SUN ithatiOn Commission • aR 013702 My Comim. Eyi(M Oct 0, 2020 Bonded Bamiln iaMisnsf Natal A1sa. Commission Numbet 1 4 T 305 448 1463 www.britomiamiprivate.com A School of Values and Solid Education #60905475_v1 [ PROINTER CORP. LETTERHEAD ] Mr. Devin Cejas Zoning Administrator City of Miami 444 S.W. 2 Avenue, 4th Floor Miami, Florida 33130 Re: Letter of Consent for Prointer Corp. / City Exception/Warrant application(s) to allow a Primary and Secondary School on the Property Dear Mr. Cejas: Please allow this letter to serve as the letter of consent to allow Bomart, Inc., Juan J. Mayol, Jr., Esq., Hugo P. Arza, Esq., Alejandro J. Arias, Esq., James R. Williams, Esq., Pedro Gassant, Esq., Alberto J. Torres, and Michael A. Freire of Holland & Knight LLP, to file a City Exception/Warrant application(s) to allow a primary and secondary school on the Property, on behalf of Prointer Corp., and to participate in all public hearings and meetings related thereto, in connection with the property located at 3030 SW 22 Street, and further identified by Miami -Dade County Folio No 01-4116-009- 0265. Please do not hesitate to contact the und. ;fined if you ne further information. Si Prin Nam itler Ale The fore i to i strume 1 was acknowledge befor ni this Z 5 day *±,__.,,,,4q ZO / S . by . as s. Of Pro nter Corp. He/She x - is personally knowing to me has produced as identification. ELETIA MARTINEZ MY COMMISSION N GG46675 EXPIRES: December 13, 2020 (Notary Seal) Notary Public_ Sta e of T(c4) Named Commision Number Cab 444 My commision Expires ! Z I47 Z ozo /0 SACS' i1 AdvancE) INIPSA f v�Nt SaixiOmitai Beatriz Brito - Principal Antonio Brito - Founder Brito Mlarni Private School 2732 SW 32 Avenue J`iUom , Florida r 31 3 Master Physical Education Schedule 2019/2020 Day Period Monday Tuesday Wednesday Thursday Friday 8:15 — 9:25 1" Grade 1' Grade 3rd Grade 14 Grade 5th Grade 9:25 — 10:35 2nd Grade 3rd Grade 2nd Grade 3rd Grade 2nd Grade 10:35 — 11:45 4'h Grade 5th Grade 4th Grade 5th Grade 4th Grade 11:45 — 12:55 **8th Grade **9th Grade **8`'' Grade **9`h Grade **8`h Grade 12:55 — 1:45 *7th Grade *6th Grade *7'h Grade *6th Grade *7th Grade *Semester 1: 6th — Tues. & Thurs. 7th — Mon., Wed. & Fri. **Semester 1: 9th — Tues. & Thurs. 8th — Mon., Wed. & Fri. *Semester 2: 6th — Mon., Wed. & Fri. 7t — Tues. & Thurs. **Semester 2: 9d' —Mon., Wed. & Fri. 8'h — Tues. & Thurs. LOADING /COMMLFTE TIMES: a Commute / Loading 4 10 mins. • P.E. Activities 4 50 mins. (3 times / week = 150 mins) • Commute / Unloading -i 10 mins. TOTAL TIME: 90 mins. (1 hr. — 10 mins.) �r. Ott:fin b _a T 305 448 1463 www.britomiamiprivate.com A School of Values and Solid Education PLANNING DEPARTMENT CHILDCARE CHECKLIST SCHOOL NAME: BRITO MIAMI PRIVATE COMMISSION DISTRICT: APPLICANT: Alejandro Arias on behalf of Prointer Corp. PHONE: 305-448-1463 EMAIL: I.britoanton@britomiamiprivate.com FOLIO(S): 01-4116-009-0265 SITE/SCHOOL ADDRESS: 3030 SW 22nd Street Miami. FL 33145 ZONED: T4-R & T5-0 REQUEST: Warrant/exception application to allow for primary and secondary school. 1. Is this an expansion of an existing school ❑ Yes ® No If yes, indicate the number of students: and age and grade range originally approved: 2. Total size of site: 256.73 x 153.66 = 39,449.13 / 43,560 sq. ft. = 0.90 acres 3. Number of children or students requested: 159 Ages: 5 - 17 4. Number of teachers: 13 Number of administrative & clerical personnel: 3 5. Number of Classrooms: 19 Total square footage of classroom area: 4,482.34 6. Total square footage of non -classroom area (office, bathrooms, kitchens, closets): 3,887.66 7. Amount of outdoor recreation/play area in square footage: 44'1,R6f) 12 (8,260 12 nn site) (435,600.00 off site) NOTE: Location requirement for outdoor recreation/play area must conform to Section 33-151.18(j) of the Miami -Dade County Code. Note: recreation/play areas are not permitted between the right- of-way and the building. 8. Number & type of vehicle(s) that will be used in conjunction with the operation of the facility: 1 - 15 passenger van 9. Number of parking spaces provided for staff, visitors and transportation vehicles: parking spaces provided 31 parking spaces required by Section 33-124 (L) of the Miami -Dade County Code 25 . 10. Indicate the number of auto stacking spaces: provided required Auto stacking. a minimum of two (2) automobiles for schools with twenty (20) to forty (40) children; schools with forty (40) to sixty (60) [children] shall provide four (4) spaces; thereafter there shall be provided a space sufficient to stack five (5) automobiles. 11. Proposed height of structure(s): 22 12. Size of identification sign: 8 x 15 = 120 sq. ft. See Article 10 of Miami 21 Signage will require a separate permit. Contact the Zoning Section at 305.416.1499 Child Care Check List Page 1 of 3 13. Days and hours of operation: Monday - Friday 8:00 a.m. - 3:30 p.m. 14. Does the subject facility share the site with other facilities? Yes X No . (If yes, the space which will be used solely for the school facility during the hours of operation must be indicated on the plans, pursuant to Section 33-151.16) of the Miami -Dade County Code. 15. If the school will include residential uses, do such uses meet the standards provided in Section 33-151.17? ❑ Yes ® No (If yes, describe the residential uses and indicate same on plans). PHYSICAL STANDARDS: OUTDOOR RECREATION SPACE AND CLASSROOM SPACE MUST BE CALCULATED IN TERMS OF THE MAXIMUM NUMBER OF CHILDREN ATTENDANCE AT ANY TIME. The following information will determine the maximum number of children permitted at the facility. WHEN GRADE LEVELS OVERLAP, THE MORE RESTRICTIVE SHALL BE USED. CLASSROOM SPACE: Calculated by grade levels. a. Day Nursery/Kindergarten, preschool and after -school care 35 sq. ft. x 6 (number of children) = 210 sq. ft. of classroom area required. b. Elementary (Grades 1-6) 30 sq. ft. x 47 (number of children) = 1,410 sq. ft. of classroom area required. c. Junior High and Senior High (Grades 7 — 12) 25 sq. ft. x 106 (number of children) = 2,650 sq. ft. of classroom area required. TOTAL SQUARE FOOTAGE OF CLASSROOM AREA REQUIRED: 4,270.00 . TOTAL SQUARE FOOTAGE OF CLASSROOM AREA PROVIDED: 4,482.34 . OUTDOOR RECREATION SPACE: a. Day Nursery/Kindergarten, preschool and after -school care 45 sq. ft. x 3 (1/2 number of children) = 135 sq. ft. of recreation space required. b. Elementary (Grades 1-6) 500 sq. ft. x 30 (first 30 children) = 15,000 sq. ft. of recreation space required. 300 sq. ft. x 17 (remaining children) = 5,100 sq. ft. of recreation space required. c. Junior High and Senior High (Grades 7 — 12) 800 sq. ft. x 30 (first 30 children) = 24,000 sq. ft. of recreation space required. 300 sq. ft. x 70 (next 300 children) = 21,000 sq. ft. of recreation space required. 150 sq. ft. x 6 (remaining children) = 900 sq. ft. of recreation space required. TOTAL SQUARE FOOTAGE OF OUTDOOR RECREATION SPACE REQUIRED: 66,135.00 . TOTAL SQUARE FOOTAGE OF OUTDOOR RECREATION SPACE PROVIDED: 443,860.12 (8,260.12 on site) (435,600.00 off site) Child Care Check List Page 2 of 3 LANDSCAPING: See Section 33-151(g) of the Miami -Dade County Code and Article 9 of Miami 21 a. 28 trees minimum are required per net acre. Trees required: 17 Trees provided: 37 b. Ten shrubs min are required for each tree required. Shrubs required 170 Shrubs provided 398 c. Grass area for organized sports/play area in square feet: 443,860.12 (8,260.12 on site) (435,600.00 oft site) We are allowed a maximum of d. Lawn area in square feet (exclusive of organized sports/play area): 1,458 s.f. of lawn area according to the code. Since we are using Bahia Sod which is more drought tolerant, this sod doesn't count toward the count so effectively, we are not providing any sod area. TRAFFIC STUDY: Child Care Facilities may require a traffic study. Please contact Samael L. Estevez-Infante, P.E. with the Office of Transportation, City of Miami at 305.416.1022 or via mail at SEstevez@miamigov.com and Jon Orue with the Miami -Dade County Transportation and Public Works Department at 305-375-3264 or via email at Jon.Orue@miamidade.gov. *Traffic studies are required for sites that generate 100 trips or more. Traffic studies shall be reviewed and approved by the City and County prior to the issuance of any entitlements. School Address: 3030 SW 22nd Street Miami, FL Zip: 33145 THE INFORMATION ABOVE IS COMPLETE AND IS CORRECT TO THE BEST OF MY KNOWLEDGE. Signed, se le , executed and acknowle d on this /� day o ___ Miami, Florida. Signature WITNESS: ,d1,4 STATE OF FLORIDA COUNTY OF MIAMI-DADE I hereby certi that on this /- day of A--e c96/ before me personally appeared' /7'e/7,S'/G /t , me known to be the person described in and who executed the foregoing instrument and he/she acknowledged to me the execution thereof to be his/her free act for the uses and purpose therein mention -d MMISSI, EXPIR GLENDA GOMEZ-HIDALGO s. Notary Public - State of Florida Commission N GG 013702 My Comm. Expires ftot 8. 2020 Bonded too* National Notary Assn. Child Care Check List Page 3 of 3 11 City of Miami Parks and Recreation Official Permit 100619B17 444 SW 2 AVE Miami FL 33130 / 305-416-1133 / parkspecialevenls@miamigov.com Organization Name: 2732 SW 32 Ave Cit Miami State: FL Zip Code: 33133 Mailing Address: Y 1 Primary Contact: Beatriz Brito Phone #: 305-448-1463 Email Address: b.brito@britomiamiprivate.com i�. Secondary Contact: Lazaro Fundora Phone #: Email Address: 305-762-2984 IazFundora@gmail.com Douglas Park Facilit Field Park Name: y� PE Classes and Basketball Practice Anticipated Total Attendance: 80 Participants Age Group: Youth Brito Miami Private School City of Miami Resident: Yes Event Activity: Event Date/Time: Set -Up Date/Time: Break -Down Date/Time: Alcoholic beverages will be served? Food will be served? Cooking will take place on -site? Items will be sold? Amplified sound will be used? 9/3/2019-6/12/2020 (School Year) Monday - Friday 8:00am - 4:00pm (PE) Monday - Friday 2:00pm - 4:00pm (Baseball Practice) No No No No No A bounce house company will be used? Tickets will be sold on -site? Applicant is a Non -Profit Organization? Applicant is Tax -Exempt? Applicant has provided all required documents? Event Description & Special Requirements N/A No No YES YES Yes SALE AND/OR CONSUMPTION OF ALCOHOLIC BEVERAGES LS PROHIBITED UNLESS BEER WINE PERMIT IS ISSUED. Acceptance of this permit indicates that above permit holder is fully cognizant of their responsibility in connection with the use of the above facility and agrees to observe, obey, and comply with all City of Miami Department of Parks and Recreation Rules and Regulations, as well as all City, County, State or Federal laws, Rules and Regulations. This permit may be revoked for cause at any time. Indemnification: Perri -thee Shall Indemnity and save City harmless from and against any and all claims, liabilities, losses, and cause of action, which may arise out of permitee, including any person acting for or on his/her behalf and, from and against any orders, judgments or decrees which may be entered, and from and against all costs, attorney's fees, expenses and liabilities incurred in the defense of any such claims, or in the investigation thereof. Deposit Fee: $_ 0.00 Facility Rental Fee: $ 2,700.00 Staff Fee: $ 0.00 Payment Comments: Additional Fee: Tax Fee: Total Fee: N/A 0.00 $ 0.00 $ 2,700.00 Permit Issued By:filitic Print Name: Brittany Clark Date: 06/10/19 Alfrtf' io , • TREET (E. CORAL WAY) r SOUTHWEST 31 st AVENUE SITE PLAN �-\ SCALE 1"= 20' PROPERTY ADDRESS: 3030 SW 22 ST. MIAMI, FL 33145 ( FOLHJ No. 01-4116.0090265) DESCRIPTION 1, 54 41 AND MIAMI SUBURBAN AC PB 4.73 ALL OF LOTS 20 THRU 21 8 LOTS 17 8 18 LESS N33 24HT LOT 19 LESS N35FT 8 LOT 22 LESS S1OFT ERR 2 PER UNITY OF TITLE OR 286273008 LOT SIZE 39450 SO FT FAU 01 41160090260 CERTIFY T0: PROINTER CORP SCHEDULE RECREATIONAL AREAS M1IARM AMA 160(8IR/2 AREA MtlGMIH AREA 2 833620:022. AREA 3 014 MCMANNUS AREAS 3.078.82 S/, 2.31118 S/F 2,263.30 SAT 8.26012 S/E • ALL PARKING STALLS SHALL BE 8.5'018' DIMENSION -SHOW IN THE PLAN SOUTH FLORIDA BUILDING CODE 33-1. *SIGHT TRIANGLE SHALL MEET FOOT 542 STANDARD: CURRENT DESIGN IS NOT IN COMPLIANCE •APPLICANT SHALL GET APPROVAL FROM CITY OF MIAMI PARKING AUTHORITY SINCE THERE ARE SIGNS SHOWING ON STREET PAY PARKING SCOPE OF WORK GENERAL: •CONSTRUCTION NEW PARTITION INTERIOR AS SHOWN NEW INTERIOR DOORS SEE (DOORS SCHEDULE) •NEW HVAC DUCT RELOCATION •ELECTRICAL PANEL TO BE CHANGE *LEVEL 2 ALTERATION *REPAIR DROP CEILING •GENERAL PAINTING _ SCHEDULE TO 1 BUILDING eg 050 350 AREA RENNA AMA GAGS MST ROOK i SW SF 0.15R0015 Mt RO0 IMO.16 S/T O80ION AMA If51 ROOT 6613 SA SONGS AREAS RIM ROOT 45602 S/T 02(LS SECOO ROOK 166E 5/7 5A591W16 MOM ROM 100.3 5/T MM. WA MOW RCN 115921 Si, YN4.x0 AREAS 40310 ROOK 3HA15/1 SCHEDULE TO 2 BUILDING AREA REY11A AR(A 12 83000 ©2lII10 1512w• 5/S • . 3000 O AREA 12.02 SF 929.46 S/ I. SDiNRS u(AS 01830 S/Y TOTAL SQ. FOOTAGE PROPOSED WORK 7,815.56 SQ/FT: INTERIOR WORK ONLY LEGEND SIGNS EXISTING BUILDING PART OF THE PROJECT. OPEN RECREATIONAL AREA SIGNAGE WILL BE UNDER SEPARATE PERMIT INFORMATION AREA PLAYGROUND CALCULATIONS srAce roa. I-001 zrzngramt HANDICAP SIGNAGE DETAILS let. SOUTHWEST 22nd TERRACE llseTernnes 1201 St INDEX OF DRAWING 1=SP ---SITE PLAN 2=A-2---PROPOSED FIRST FLOOR PLAN 3=A-3--PROPOSED SECOND FLOOR PLAN 4=A-4--PROPOSED BUILDING #2 EX. TOTAL JOB AREA====8,805.0 S/F THIS BUILDING DOES IT HAVE SPRINKLERS AND HAVE FIRE ALARM SYSTEMS MAXIMUM NUMBER OF STUDENTS 159 OCCUPANT LOAD CHART RIIIDENTS BER .NM,o* m AIP CLASSROOM 1 147.99 90 90 CLASSROOM 4 CLASSROOM 5 1041.02 131531 CLASSROOM a CIASSRCOM 3 GRADE laLED 90 so CLASSROOM ID 13 CLASSROOM IS II GRADE 0 ROtaa es II GRADE 11 le ROOM le IS CLASSROOM 10 GRADS 5 25 TOTALS 159 wan LANDNE ACCESSIBLE PARKING SPACE 13 9 4482.34 S.F. CITY OF MIAMI HEARING BOARDS PLANS REVIEW KDM. E/2en9. .JAM. L.-24-I01 .8.5 G'26 '1511 efio+. me. mI Am5' 0000 Lesece LOCATION MAP /1 N.T.S. ZONING LEGEND MIAMI 21 -ZONING ANALYSIS GENERAL URBAN IMA IECTE 24otrs1 snOVERD 1210. 55,50 DURSO 150811.10130 FterLa115900,nLID FironimMelhentedneck SULTANS SERVO, 2.05400 22.0.1.00 000115081.00 SneendsY 155010. Ewen. 21123 Pew I0+(Scu.0 2236111521800 anner MCC 8002. EGSTWG 0120122.1221210 NOCARIDAIIING n20,21,11 PROvESD SCSOCCLPATION 2.2 591001.01 50 124271110 treCewrwa goer w Me(Rp E,«.e.a,nni..a.0 0.1011.2. Ow. Span COVPLIES 1,009.69 KILDINGSERUCK ».. Da. tannin SLOG CCEPLISS law 20,201 1ralNonl 00121.122 COSIALOSASSETBACK aiernSary Rs. lenOlnatILDING REVISIONS Henna GUERREROMETHER THE PR0ECT FOR WES MEV APE PREPARED IS DEEMED CV NOT, MEV ARE SOT TO BE USED IN ANY MANNER ON OMER FAUSTO GUERRERO PROFESSIONAL ENGINEER P.E. 50465 17082 SW 91 AVE. PALMEIO BAY, EL (706) 443 1685 DATE 9/10/2018 BRAWN BY: M MALLEN SCALE: AS SHOW SP SHEET NUMBER: pi 7 220 EX. DOOR TO REMAIN EX DOOR TO REMAIN EX. DOOR TO REMAIN TER A= 225.59 square tt NEW PAnnwN4 CLASSROOM A= 188.02 square ft. E.Y. MEN BATH a'-0" 0 EX. W0Y BATH CLASS9 ROOY END GRADE 7 STUDENTS 4TH GRADE 8 STUDENTS RALL0AY CTASSR00M = 170.88 square tt 1ST GRADE(A) 5 STUDENTS -0 9 -0 1 -0 3 0 EXISTING MACHINE ROOM J oWA PARTITION - CLASSROOM �� Nn A= 147.33 square 1L 1ST GRADE(B) Y.-C) 4 STUDENTS YEE a' BNIS BATH II 1-01 JI EX. ELE ATOR C> E.R HALLWAY MEM . DOORS TO REMAIN EL DOORS TO REMAIN Fitt 11 8 CLASSROOM = 188.31 square It 6TH GRADE 8 STUDENTS foram CLASSROOM A= 244.59 square tt KINDER 8 STUDENTS MUM e HALLWAY 3-0" EC 10N AREA msw PA O � 8 CIA59ROOY A= 147.88 square tt 3RD GRADE(A) 4 STUDENTS 0 T CLASSROOM A= 101.98 square T 3RD GRADE(R) STUDENTS OD X. DOORS TO REMAIN %/e A EX. DOORS TO REMAIN DOORS To REMAIN DOOR TO REP, PROPOSED FIRST FLOOR PLAN SCALE: 1/4"= 1' BUILDING #1 NOTE O ELECTRICAL NOTES: I. ALT ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WOH THE N.E.C. 2014 (LATEST EDITION) AND SHALL COMPLY WITH THE FLORIDA BUILDING CODE -2017 (6TH EDITION) AND ALL LOCAL RULES AND REGULATIONS. 2 PROVIDE CURRENT LIMITING FUSES OR BREAKER5.10,000 AL C. (NEC 240-6 STANDARD AMPERE RATING) 3. ELECTRICAL OUTLETS (RECECTACLES AND LIGHTING) BELOW BASE FLOOD ELEVATION SHALL BE INSTALLED AT THE HIGHEST PERMITTED ELEVATION AND SHALL BE INSTALLED ON (SEPARATE) INDEPENDENT CIRCUITS FROM THOSE IN THE HABITABLE AREAS. 4. NO APPLIANCE OR APPLIANCE OUTLETS SHALL BE INSTALLED • BELOW BASE FLOOD ELEVATION. 5. AIR CONDITIONING COMPRESSORS AND MAIN CIRCUIT BREAKER PANELS SHALL BE INSTALLED ABOVE BASE FLOOD ELEVATION. 6. LOCATION OF ELECTRIC METER IS EXISTING. REMODELING NOTES ONoioww Assxowxw Pwu. A004*As O PeRTmarv5 SEE DEfnR rxls s = O STTA"'aunNG AnwANeoATo f P PaauOoxs 10 wawry w"u 90Aw0 AIN NEW DOORS O LTZ. 0 5 xo1102 E0AE 1N PMea 0. PRExxxc 1we NOLLow cowE INTEuOR Q EXISTING 000500 REMAIN SCHEDULE TO I BUILDING AREA E$ Y91R. R01RM MU 01905 FRG RBR 5541 SIT OASRB08 REST ROCS IN. SIT OROAAIDR AREA MST RCM 66.91 S/T SMOGS NIFAS IRS/ RCBR 45592 SIT ODES RC00 ROOK RAM 5/T CLASSRCSMS SECOND ROOF 3101.9 SA 11081R6w AAA SECMD ROOK MS 5/T WALLS AREAS SEMI ROM 114.41 Si, PROPOSED FIRST LEVEL 8 CLASSROOMS 3 BATHROOMS 1 RECEPTION AREA PCITYIA OF MIAMI HEAPING BOARDS �S REVIEW IMZer REVISIONS MESE DRAW $PEEIDGRONS TO BE IUD IX ANY BANNER ON ONO FOSTO I3 0 Z 0 0 m 5 62 0 0 1 LL 0 1 0 111 0 FAUSTO GUERRERO PROFESSIONAL ENGINEER P.E. 50465 17082 SW 91 AVE. PALMER/ BAY, FL. (J86) 443 1685 DATE e/10/1/10 DRAWN BY: AA CURLER CHECKED BY. 22 SCALE: AS SHOW A-2 I CL155ROOY A= 261.41 square ft PPH GRADE(H) 10 STUDENTS HALLWAY 0 CLASSROOM 250.00 square ft 10TH GRADE(H) 10 STUDENTS CLASSROOM A= 250.70 square ft roils TH STUDENTS GRADER) 10 PROPOSED SECOND FLOOR PLAN SCALE 1/4"= 1' BUILDING #1 0 i EX. IHR. P.R. DOOR EX. MEN BATH EX. 1HR. ER DOOR — 19 CLASSROOM A= 224.00 square ft IITH GRADE(H) 8 STUDENTS 14'-0" NE PARTITION HALLWAY A= 285.69 square ft 11TH GRADER) 11 STUDENTS HALLWAY EX. ADMINISTRATI OFFICE A= 154.70 square ft PROPOSED SECOND LEVEL 8 CLASSROOMS 2 BATHROOMS 1 ADMINISTRATIVE OFFICE SCHEDULE TO I BUILDING AREA h OFYRPMH K w& NU R,:, r,L24 0 OMTS KW ROO, - 5.42 5/T GA0970316 MST MOO 150/.58 S/T OROAAO0I PALS Mr ROOT R6693 5/T SERVOS WAS MST ROOK 1569E S/T ODATS SEOERI ROOK 1659 S/T O.ASSPO91S 5101 ROOT 2001.0 SR uROU1101 NU SEW10 UM 9593E 5/f OWES AREAS SEND ROOK 94.41 S/T CITY OF MIAMI HEARING BOARDS PLAN REVIEW Heel Board -Dap (A/26h, Pubic Oats 6/sf/9 M' REVISIONS 57 Z 0 0 1 LL 0 Z 0 U) 0 0. 0 a FAUSTO GUERRERO PROFESSIONAL ENGINEER P.E. 50465 17082 5W 91 AVE. PALMETO BAY, FL (786) 443 1685 DATE 9/o/2ms DRAWN Br IA. GULL. CHECKED BY FG SCALE: AS SHOW A-3 SHEET NUMSEO:. 3 or 7 704 8-2"iia000000000ioaoio e•-z^ ,,,, e•-z^ raaior EC. UTILITY 2E. unLITY ROOM s ROOM /Dili//ooai/A c. P7//%0 K. MIMS A= 805.64 square ft 5TH GRADE 24 STUDENTS ST Al Ilk �Gil6�� n ■ s2iMmmFN-NEw PROPOSED FLOOR PLAN 41( SCALE 1/4"= I' BUILDING #2 A= 1E8.34 square ft n TTH GRADE 6 STUDENTS 17 CLASSROOM A= 247.50 square ft eGRADE D STUDENTS PROPOSED BUILDING #2 2 BATHROOMS 3 CLASSROOMS 2 EXISTING UTILITY ROOMS 1 WARMING KITCHEN 1 DEN SCHEDULE TO 2 BUILDING AREA k ISSOMS01 MMARIK AREA 2 ECM OMMAMM AREA 72.02 5/E CLASSROOMS AARMS OMSA CITY OF MIAMI HEARING BOARDS PLA REVIEW >'* DMt L ZE IS 2 o.N 44.4//9 REVISIONS WOE DRAM. A OPELIKA.. . INSTRUMENTS OF SERVICE AND IFEY WERE PREPARED IS EICCUIED OR NOT, WV ARE NOT TO B.SED IN ANY MANNER ON OTHER O 0 Z 0 1 5 m 0 W Tn 0 0 LL a FAUSTO GUERRERO PROFESSIONAL ENGINEER P.E. 50465 17082 SW 91 AVE. PALMETO BAT, FL. (706) 443 1685 On,E 9/10/201 DRAWN BY: 10 GUILE. CHEERED BY: , SCALE: As SNOW A-4 SHEE, RIMIER: 4 0f 7 1704 r IT-B• (APPRUX) 1T-6' (APPROX) EXISTING UTILITY TO REMPIN 0 J1UINIIIIR 1 AD TILE BRIER ODOUR 19 CLASSROOM 6TH GRADE 24 STUDENTS EXISTING R EIEVAnON 1o'-r xcw mm �111111 III IIIIIIIIINnI �s�Ae TO S6IAN O ® D-1 REMODELING FLOOR PLAN 1/4" EXISTING BUILDING 0 - a '[f TO REMAIN STUDENTS TGRADS rrer,„,®© 17 CLASSROOM 6TH GRADE 43,- 9 STUDENTS OR AD 111 lltl 1 1111 11l llll Illll Y1111 111 ll 1 llllil 0 t C'1i I11111 R1 1111 Ile ell 111 Illll Ill a III hll 1 Illi1 •••' t 111 fettle Illl Ii1 11•- .lill.,iiiie fit` li t t teii eft pie ii��i 1 e�h til el 11�illlIIl Y .-- e Y Y��I legit ��I �le��iilillie 'Rie 11 It Il 1 1 1 1 t 1 It 1 e ''eeI li illlll ee - t Ilil Ill lit llthettlethettiet4t'. trl It 1 lY I1ee It It R 1• ! i 1 1e 1 11 1 • 1 e t 11 l 111! 11 t ll 111 eR t i1111 llll 1 11 1 c s 1 1" i 1' ! R11e!!.l 1!1!l 111 tt ll 9- 11 AIR 75 I2 X Sr UPPR. WOW Is WEST ELEVATION 1/4" EXISTING BUILDING J}H11iiL#41= 4- - } D— OVE IS OPm �.xmW c.c"uc vex O O ER 5O X,IE APPROx) I• 3E PPP In an r APPROXI xR 52X OT (ro6ON) EAST ELEVATION 1/4" EXISTING BUILDING 0 uxcRANxO "'" ro -D.M REMODELING NOTES EXISTING LAMM TroE Bogor h"00ENNN0PNSwQfSxWTx wn " oN �NRa I• 0 21o,60 EXIEMOR OOMN ® EMS.. WOOD DooRs To ROBB 0 ARrw RATw ALL 0 nr . ro EZING c nnuws-SE VD 0 $ o AIL n,rs 0 s $ P DRMIs_gE CET NEW DOORS O _ _ I sV.,,I .0 IE. MIN - 3. B. IOW. camOR CHUNG — © - - Op• xouow Dcs4 O9RMO -6 HOLLOW OMB MIRROR POOR ELECTRICAL NOTES: Ac ALL vATH THE KEG 2L MOP m4und S (LATEST CODE mT� (6. EPPOON)WvATH AND ALL EROMA LOCAL Rs. AND REGULATIONS. 2. PROVIDE CuRRENT OWING FUSES OR ( BREAKER, SOO- 6 -STANDARD ALOE- RATING) ,S REc nNG) INSTALLED �N ( °E) �EBDENT AND SHALL Ro11MOSE TN THE HABITABLE AREAS, CE OUTSETS SN.I. BE 6. LOCAIKIN OF ELECTRIC METERS IS EXISTING ARE brobx. 60 (040 o[ s Tµ0 0*7* OEI406i .... TO THE BEST OF MY KNOWLEDGE, THIS DESIGN IS IN COMPLIANCE WITH THE FLORIDA BUILDING CODE AND THE TECHNICAL CODES APPLICABLE CODE: ALL PLUMBING WORK TO COMPLY WITH ALL APPLICABLE CODES AND WITH FLORIDA BUILDING CODE, 2017- BLN EDITION ROOF REPAIR NOTE: EXISTING COMPOSITION SHINGLES ROOFING, RE- ROOFING AND/OR ROOF REPAIR, TO BE DONE UNDER SEPARATE PERMIT 0 xR 52 X G, APPROX) 0 6- xR 6 yr r SSW SOUTH ELEVATION 1/4" EXISTING BUILDING AP NC O INN 62 x OT LINER. NORTH ELEVATION 1/4" EXISTING BUILDING REVISIONS DEB DR ABC TECIMATIONS ARE INS. M.TS SER. AND FOR BACH TNE7 ACRE PREPARED IS DECO. OR NOT. NIEL ARE ROT TO BE IBBD IN ANT MANN. ON OTHER TO Z J 5 0 w 0 cc PAUSTO GUERRERO PROFESSIONAL ENGINEER P.E. 50165 17082 SA' 91 AVE. PALMED BAY. FL. (186) 44J 1885 OR. 9/10/2018 DRAWN Bs. CUILLEN CSECKED RN A, SCALE. As sHow A-5 SHEET NUMBER- 5 m 7 volt .I■I■ ml.l. dal lir NORTH ELEVATION PLAN SCALE: 1/4"= 1' EAST ELEVATION PLAN SCALE: 1/4"= 1' CITY OF HEARING 1. SC PLwyp P _ k 22l.0 69 REVISIONS z 0 a z 0 W J W 0 z F X G W FAUSTO GUERRERO PROFESSIONAL ENGINEER P E. 50465 17082 SW 91 AVE. PALYETO BAT, FL. (786) 643 1605 64. 9410991a CHECKED BY: Fr.. SCALE: AS SHOW A-6 SHEET NuMBER: 170 SOUTH ELEVATION PLAN SCALE 1/4"= I• WEST ELEVATION PLAN SCALE 1/4"= 1• CRY CIF IV MI HEARING G. rHC PLANS RE''. .EN Hewing `? /••&A 427�19 i>'!9 •79 it Sipa does not imply approval REVISIONS TO DE uSED ANT MANNER ON ONTER ERA FAUSTO GUERRERO PROFESSIONAL ENGINEER P.E. 50465 $7082 SW 91 AVE. PALI ETO BAY, FL. (l86) 40 1685 DATE s/10/201a DRAWN BA: M DOLLEN CHECKED WA No SCALE: AS SHOW A-7 ST N 00'11'28"W 258.73 W EXISTING EXISTING TWO STORY CBS ° s COMMERCIAL BLDG 63030 90, *41464.0. „, , WIMP • *MAO IDE DUSTING P PLANT LIST TREES KEY PLANT NAME QTY. UT. SIZE BUST Burnett simamba ..Gumbo Limbo v ea. 168IIx 6 spread, 4'D8H EUDE Eucalypts deplete ..Rainbow Eucalypts 3 ea. 16ta11 x 6' spread, 4' DOH qWl Quercus viginiana Eve Oak 11 50. 16' kill x6'spread, 4' DOH MYER Myrcionthes (regions ..Simpson i Stopper 8 ea. 8' toll x 4' spread. 3 trunks max, lifted to heelorm SHRUBS AND GROUNDCOVLIIS KEY PLANT NAME QTY. UT. SIZE CHIC Chrysobal4nus;caw ..Cocoplum 103 ea. 18'x 18", install 24. o.c. PSLI Psychdria ligustddia ..Dwarf Coffee 114 ea. 1B'x 18", install 24' ore. MUCH Muhlenberghlo cappillads ..Muhly Gross 23 ea. 3 gallon cans, marell 24"Esc. JAVO Jasminum vdubile ..Wax Jasmine 130 ea. 18' ie 18", install 24..6 sod Argerene Bahia as req. s J. sdid sad Planting Soil 0%Silica Sand 3096 Everglades Muck as req. are Shredded Melaleuca Mulch as req. c.y. 2" Toyer in all shrub beds 5-0 T4-R I ARPAy""I POSE LIGHT VP. IMP EXISTING ONE STORY CBS DUPLEX BLDG. 63023,3025 FFE=10. 17' NEP EJD PARKING egad uCH ASPHALT • reaua �esrneo ID on-srReel' rya-PexmRG Reece) SOUTHWEST 31 of AVENUE, LANDSCAPE LEGEND (mie information to be permanently affixed to the plan.) Zoning District: I T5.0/1"4-R INet Lot Area:' 'lanes) I 33 084 Ilaquore ken OPEN SPACE REQUIRED PROVIDED A. Square feet °hopes space required by Miami 21, as Indicated on site plan: 6,921 12,023 Net lot area=l 33,084 Isquare feet x 121. 07 I% -I 6,971 'square feet B. Square feet of parking lot open space required by Article 9, as indicated on sae plan: 320 320 Number d paean° spaces I 32 Ix 10 square feat per parking space = C. Total square feet of landscaped open space required: A+B= 7,291 12,343 IAWN AREA CALCULATION REQUIRED PROVIDED A. 7,291 .Total square of landscape open space respired by Miami 21 2291 B. Maxmum lawn area (sod) permitted = I20 i%=I 1_458'a9uorefeet = 1,458 bahia sod TREES REQUIRED PROVIDED A. The number of trees required per net lot acre, less mist number of trees meting min. req. 7 7 122 Iheesx 0.76 net lot arras- numbs desisting lrea(101 B. %Palms allowed: Number of trees provided x 30% 2 0 C. % Natives required, Number of hers provided x 30% 3 31 D. % drought tolerant and low maintenancember of trees provided x 20% 2 31 E. Sheet trees (max. average spacing of 30 a c.): 9 9 245 linear%erelong street /30= ) %palms permitted to count towards street trees in 1:1 basisx 309.9 2 0 F. Sheet trees !gorged directly beneath power Imes: (meal, average spacing 25' c.c.): 11 11 273 I linear IeH along shc9 / 25 - SHRUBS REQUIRED PROVIDED A. Number of shrubs requited, Number of frees required, 10= 320 398 B. % Number d Native shots required: Number of shrubs provided x 30% = 111 240 C. 96 Etowah! tolerant and low maintenance required: Number of shrubs provided x 20% = 111 398 6 0"11'41"W 1000 car ENTRANCE FE DE TO SOUTHWEST 22nd TERRACE CITY OF WA911 HEAF,NG BOARDS PLA' REVIEW Wer%e«w� .ome c won. Dale 4/0447 EXISTING TREE DISPOSITION LIST KEY BOTANICAL ME NAME NOTES N HT...) SPD.(H.1 OBH.(i.. REMAIN REMOVE TRANSPL. DRHA.) Dn.) go.eu.migi.tio.oPO C4.m.aP Ire8 8 60gad 951645 % iar aa6irgtai.,ebrdo ahQingle.ia V.Im good d Gumbo Limbo "tool Poles 40 18 gad IS good god p Xeed poor TOTAL OBH INCHES TO BE REMOVED TOTAL PALMS TO BE REMOVED TOTAL DBH INCHES MmGAHON REQUIRED TOTAL DOH INCHES MITIGATION PROVIDED Planting Plan 16 PRIVATE SCHOO EXISTING TREE DISPOSITION PLAN gLISSt 12.14 2018 as noted IA1.01 1.1 SCOPE 3.6 MULCHING GUYING AND BRACING B SODDING rho, cidiesN2 PLANT BED PREPARATION NOTES 4.:, uw .es°:sv" 4,t, ae°=;%°mn.m'~'e'swii=°. PART - MATERIALS NTOTO SPACING OF EE NAST aiw N.amxmmwanmee Raes °rmee SPACING 0 csNaPROTECTION OF P.11.8 wwm.m. PLAN VIEW ROOT BARRIER INSTALLATION DETAIL 1 IIII11 .tea:.,...,.,. PLANTING & BRACING DETAIL UNDER 3 1/2" CALIPER SHRUB SPACING DIAGRAM SHRUB INSTALLATION DETAIL DETAIL A CITY OF MIAMI HEAR1eIG r"^.R9S PLANREVIEW 6genq I un w.__4(.V/? B :gin, n ;e 7� ly Isar -m. c•v.-la MULTI-TRUNKED TREE/PALM BRACING DETAIL PLANTING & BRACING DETAIL OVER 3 1 /2' CALIPER BATTEN DETAIL B LANDSCAPE SPECIFICATIONS AND PIANTI NC DFTAIIS 12.14.2018 as noted LA1.02 Abbreviations 01 71e0O'onll' crf- _-.41= Bctuncliary Survey OraIlklC Seal® 1" = 2Q' s NOP12'Oa'W -'tcP—� I -- :0 soak 't8e ^% Y ye> 9 4 4 to 1 -.. nnswro Souhwest Met Avenue18.7 Leo • E 0 0 veVsiwn * pis RYca0ro re4,3 0m.... .0 .— La141. Bea a54 sl O 0- CITY OF MIAMI HEARING BOARDS PLAN REVIEW nearing Beery))/. 5i' -wY 7i117o 1,1. Pule oak /.BaY ?/ //N ey e71y\ g By a not tall'On. aso Locat8L ok SSIM/tea 15'=r1'.$= Southwest 22nd Street pp#1 (E Coral Way) 15 PI 2 11111111111 Southwest 22nd Terrace CERTIFIED ONLY TO: Proinler Corp, a Florida Corporetion Union Title Services Inc Commonwealth Land Title Insurance Company ca 2 LEGAL DESCRIPTION: S 17 and 181ess the North 33.24' and Lot 191as the North 35.00' and All of i.ota 20 though 21 and 145 22 less the South 10.00' in Block 2, "AMENDED PLAT OF MIAMI SUBURBAN ACRES", according to the Plat Thereof as Recorded m Plat Book 4, Page 73 of the Public Records of Miami -Dade County, Florida. ELEVATION INFORMATION Nations( Flood lnaumnre Program FRMA Elev. Reference to NGVD 1929 Comm Panel 120650 Panel4 0476 Finn Zone: "X" Date of Finn: 09-11-2009 Base Flood Elev. N/A F. Floor Elev. N/A Suffix: Elev. Reference to NGVD 1929 JOB # 18-1016 DATE 09-04-2018 PB 4-73 Surveyors DN.: PROPERTY ADDRESS: 3027, 3023, 3031 Southwest 22 Terrace 3058 Coral Way Miami, Florida 33146 Sum,. Notes: AFA & Company, De Professional Surveyors A Mappers Le 7148 13050 S.W. Carr 3186 mom' otum@Cmwor c11=8euct M1. Or (305)2340588 Fax 1)206)695-0778 (''SACS CAS AdvancED +PSA iNTPSA Beatriz Brito - Principal Antonio Brito - Founder Brito Miami Private School 2732 SW 32 Avenue Miami, Florida 33133 June 3, 2019 To whom it may concern; By this means, I certify the following: • Brito Miami Private School operates on a school calendar schedule from August - June excluding legal holidays, winter recess and spring break. • The administration office opens Monday through Friday from 8:00 a.m. to 5:00 p.m. Instructional hours are Monday through Friday and are as indicated below according to grade level. 8: 00 a.m. - 2:15 p.m. for elementary level (K - 5th) grades. 8:45 a.m. - 2:45 p.m. for middle school (6th- 8th) grades. 9:45 a.m. - 3:15 p.m. for high school (9th — 12th) grades. • All shows, graduations and ceremonies are conducted off school grounds at rented facilities such theaters, auditoriums or banquet halls. © P.T.S.O. board meetings are conducted during school hours or in a designated restaurant. • Open House is conducted during the day from 9:00 a.m. - 1:00 p.m. prior to the first day of class. Thank you for your attention to this matter. Please feel free to contact me if further clarification is required Sincerely, Ms. Beatriz Principal T 305 448 1463 www.britomiamiprivate.com A School of Values and Solid Education EXHIBIT A Legal Description Lots 17 and 18 less the North 33.24' and Lot 19 less the North 35.00' and All of Lots 20 through 21 and Lol 22 less the South 10.00' in Block 2, "AMENDED PLAT OF MIAMI SUBURBAN ACRES", according to the Plat Thereof as Recorded in Plat Book 4, Page 73 of the Public Records of Miami -Dade County, Florida. ACKNOWLEDGEMENT BY APPLICANT 1. The Department of Resilience and Public Works, Transportation, Coordinated Review Committee and other City and County agencies review zoning public hearing requests and provide input, which may affect the scheduling and outcome of my hearing. These reviews may require additional hearings before other City and County boards, which may result in the modification of plans, studies and/or the proffering of agreements to be recorded. The submission and acceptance of a request for public hearing means that the application is ready to be scheduled for public hearing. I am also aware that I must comply promptly with any City or County conditions and notify the Hearing Boards (Hearing Boards) in writing if my public hearing application will be withdrawn. 2. Filing fees may not be the total cost of a hearing. Some requests require notices to be mailed to property owners up to a mile from the subject property and I am responsible for paying the additional radius mailing costs. In addition to mailing costs, I am responsible for additional fees related to application changes, plan revisions, deferrals, re -advertising, etc. that may be incurred. I understand that fees must be paid promptly. The only fees that will be refunded after the submission and acceptance of an application for public hearing has occurred will be the surcharge fees related to appeals, as expressly listed in Chapter 62 of the City Code (Code). 3. Requests for public hearing will be scheduled by the Hearing Boards in accordance with the scheduling timeline set forth in the Code and the Zoning Ordinance of the City of Miami (Miami 21), as applicable. I must submit any requests to reschedule, continue or defer my hearing date to the attention of the decision -making body for its consideration and vote at the public hearing on which my application is scheduled to be heard. I understand that any requests by the applicant to reschedule, continue or defer the hearing date that are granted shall incur a $1,000.00 fee, per instance, as per the Code. 4. Applicable Florida Building Code requirements, or other applicable requirements, may affect my ability to obtain a building permit even if my zoning application is approved; and a building permit will probably be required. I am responsible for obtaining any required permits and inspections for all structures and additions proposed, or built, without permits. In addition, a Certificate of Use (C.U.) must be obtained for the use of the property after it has been approved at a zoning public hearing. Failure to obtain the required permits and/or C.U., Certificates of Completion (C.C.), or Certificate of Occupancy (C.O.) will result in an enforcement action against any occupant and owner. Submittal of the zoning public hearing request may not forestall enforcement action against the property. 5. If my request is denied, deferred, or otherwise not approved, I understand that I will not be reimbursed for any fees paid. 6. Any requests by the applicant to reschedule, continue or defer the hearing date that are granted shall incur a $1,000.00 fee, per instance, as per the Code. 7. Any covenant to be voluntarily proffered must be submitted in word format to the Planning Department and to the Office of the City Attorney through ePlan for review and comments from the Planning Department, Office of the City Attorney, and any other City departments as deemed necessary. The covenant will be reviewed in ePlan and the applicant will be notified of any necessary changes, corrections or comments through ePlan. Once the covenant receives a recommendation of approval from the Planning department and as to legal form, Hearing Boards staff will extract the approved covenant directly from ePlan to include as part of the agenda. The applicant is responsible to submit to the Hearing Boards the signed covenant with a current Opinion of Title no later than two (2) weeks prior to the initial public hearing. I understand that any requests by the applicant to reschedule, continue or defer the hearing date that are granted shall incur a $1,000.00 fee, per instance, as per the Code. 8. Any and all documents submitted must be accompanied by a cover letter indicating the subject matter, application number and hearing date. Applicant(s) Name Printed Applicant(s) $igna ure and Date STATE OF FLORIDA COUNTY OF MIAMI-DADE The foe ing was ackno a ged before me this i day of 20/, by :rr-b / ,_} who is a(n) individual/pcorporation •f F 1 a a n) t ' individual/partnerFhi• orporati• •. e7 personally known to m❑ who has rroduced ,GJ , as ider'ti ica ion and who i*• did ❑did not take an oath (Stamp) � BLEiioA 0011 .NIOM iwi I PublicNotary 1 �%^ •{ Commis$toon do GO o 3702 My Comm. Expires Gott 2020 ,lam' Bonded thmQ 1gtiosMY y Signature ACKNOWLEDGEMENT BY APPLICANT 1. The Department of Resilience and Public Works, Transportation, Coordinated Review Committee and other City and County agencies review zoning public hearing requests and provide input, which may affect the scheduling and outcome of my hearing. These reviews may require additional hearings before other City and County boards, which may result in the modification of plans, studies and/or the proffering of agreements to be recorded. The submission and acceptance of a request for public hearing means that the application is ready to be scheduled for public hearing. I am also aware that I must comply promptly with any City or County conditions and notify the Hearing Boards (Hearing Boards) in writing if my public hearing application will be withdrawn. 2. Filing fees may not be the total cost of a hearing. Some requests require notices to be mailed to property owners up to a mile from the subject property and I am responsible for paying the additional radius mailing costs. In addition to mailing costs, I am responsible for additional fees related to application changes, plan revisions, deferrals, re -advertising, etc. that may be incurred. I understand that fees must be paid promptly. The only fees that will be refunded after the submission and acceptance of an application for public hearing has occurred will be the surcharge fees related to appeals, as expressly listed in Chapter 62 of the City Code (Code). 3. Requests for public hearing will be scheduled by the Hearing Boards in accordance with the scheduling timeline set forth in the Code and the Zoning Ordinance of the City of Miami (Miami 21), as applicable. I must submit any requests to reschedule, continue or defer my hearing date to the attention of the decision -making body for its consideration and vote at the public hearing on which my application is scheduled to be heard. I understand that any requests by the applicant to reschedule, continue or defer the hearing date that are granted shall incur a $1,000.00 fee, per instance, as per the Code. 4. Applicable Florida Building Code requirements, or other applicable requirements, may affect my ability to obtain a building permit even if my zoning application is approved; and a building permit will probably be required. I am responsible for obtaining any required permits and inspections for all structures and additions proposed, or built, without permits. In addition, a Certificate of Use (C.U.) must be obtained for the use of the property after it has been approved at a zoning public hearing. Failure to obtain the required permits and/or C.U., Certificates of Completion (C.C.), or Certificate of Occupancy (C.O.) will result in an enforcement action against any occupant and owner. Submittal of the zoning public hearing request may not forestall enforcement action against the property. 5. If my request is denied, deferred, or otherwise not approved, I understand that I will not be reimbursed for any fees paid. 6. Any requests by the applicant to reschedule, continue or defer the hearing date that are granted shall incur a $1,000.00 fee, per instance, as per the Code. 7. Any covenant to be voluntarily proffered must be submitted in word format to the Planning Department and to the Office of the City Attorney through ePlan for review and comments from the Planning Department, Office of the City Attorney, and any other City departments as deemed necessary. The covenant will be reviewed in ePlan and the applicant will be notified of any necessary changes, corrections or comments through ePlan. Once the covenant receives a recommendation of approval from the Planning department and as to legal form, Hearing Boards staff will extract the approved covenant directly from ePlan to include as part of the agenda. The applicant is responsible to submit to the Hearing Boards the signed covenant with a current Opinion of Title no later than two (2) weeks prior to the initial public hearing. I understand that any requests by the applicant to reschedule, continue or defer the hearing date that are granted shall incur a $1,000.00 fee, per instance, as per the Code. 8. Any and all documents submitted must be accompanied by a cover letter indi•;ting th s •fect matte, application number and hearing date. Applicant(s) Name Printed STATE OF FLORIDA COUNTY OF The foregoing was acknowledged bj ore me this _ 0day 20 6 , by Tc`- -t t (. K ti)-e'` who is a(n) individual/partner/agent/corporation of a(n) individual/partnership/corporation. He/She is person who has produced as identification and who 0 did ❑did not�r'�trr �7 i >�PR��2n23. o �G3291, (Stamp) Registered Lobbyists and Active Issues Arias, Alejandro Address: 701 Brickell Avenue Suite 3300 City : Miami State : FL Zip : 33131 Organization Telephone 3057897446 Fax: Email: alejandro.arias@hklaw.com Principal Name Registration Amount Payment Comments Date Annual Lobbyist Registration Fee 01 /01 /2019 $525.00 3002265 Bomart, inc Land use and zoning 10/10/2018 $105.00 3002049 Paragon Grove Station LLC Assistance in development of residentail 04/14/2015 $105.00 305513 project. Issue Description Page 24 of 432 Printed On 6/26/2019 12:27:32 PM Registered Lobbyists and Active Issues Mayol, Juan J. Address: 701 Brickell Avenue Suite 3000 City : Miami State : FL Zip : 33131 Organization Holland & Knight, LLP Telephone 3057897787 Fax: Email: juan.mayol@hklaw.com Principal Name 1414 Brickell, LLC 5101 RE CO, LLC Bomart, inc CD! Acquisitions, LLC Centerfield Villas North, LLC & Centerfield Villas South, LLC Century Homebuilders Group, LLC FDG Flagler Station II, LLC Issue Description Annual Lobbyist Registration Fee Notice of Violation CE 2010014463. Walter Pacual Defortuna, Manager 100% ownership / 2666 Brickell Ave., Miami, FL Approval of historic Ad Valorem Tax Exemption Application Land use and zoning Land Use Amendment, Rezoning and Class II Special Permit approvals for banking facility at 3700 W Flagler Street and 3745 SW 1st Street Temporary Use Permit Zoning and development approvals for project at 850 NW 42 Ave, including request for encroachment. Flagler Gran Central Station Plat & road closures included therein. Registration Date 01 /01 /2019 07/26/2010 03/01/2018 10/10/20181 04/30/2010 12/04/2018 11 /01 /2018 07/28/2010 Amount Payment Comments $525.00 3002265 $105.00 301688 $105.00 3001264 $105.00 3002049 $105.00 301249 & 142 $105.00 1789 $105.00 3002140 $105.00 301696 Page 304 of 432 Printed On 6/26/2019 12:27:32 PM Registered Lobbyists and Active Issues Mayol, Juan J. Address: 701 Brickell Avenue Suite 3000 City : Miami State : FL Zip : 33131 Organization Holland & Knight, LLP Telephone 3057897787 Fax: Email: juan.mayol@hklaw.com Principal Name Grove Bluff, LLC Grove Waterfront, LLC Juan & Nilda Flores LANDAQ, Inc Madrid Restaurant, Inc. Midtown Opportunities, LLC Paragon Grove Station LLC Registration Amount Payment Comments Date Land Use and Zoning for Coconut Grove 03/20/2013 $105.00 303874 Properties RFP 11-12-025 / Grove Waterfront, LLC - 2675 South Bayshore Drive, Miami, FL 33131 / Principals: Pedro Martin, David Martin and Scott Wessel Land Use Amendment, Rezoning and Class II Special Permit approvals for banking facility at 3700 W Flagler Street and 3745 SW 1st Street Discussion of multi -family project in Grove Station Amendment to Neighborhood Plan and Rezoning of Property located at 3681 & 3679 SW 25th Street Miami, Florida Representation in connection with development matters. Assistance in development of residential project. Issue Description 06/20/2012 04/30/2010 02/01/2011 11/04/2009 01/25/2012 04/14/2015 $105.00 303470 $105.00 301249 & 142 $105.00 30029160 $100.00 30028578 $105.00 303087 $105.00 305513 Page 305 of 432 Printed On 6/26/2019 12:27:32 PM Registered Lobbyists and Active Issues Williams, James R. Address: 701 Brickell Ave Suite 3000 Organization City : Miami Telephone 3057897787 Fax: State : FL Zip : 33131 Email: james.williams@hklaw.com Principal Name Bomart, inc Issue Description Annual Lobbyist Registration Fee Land use and zoning Registration Amount Payment Comments Date 01 /01 /2019 $525.00 3002265 10/10/2018 $105.00 3002049 Page 428 of 432 Printed On 6/26/2019 12:27:32 PM AFFIDAVIT OF AUTHORITY TO ACT Before me this day, the undersigned personally appeared Hortensia Brito who being by me first deposes and says: 1. That he/she is the owner or the legal representative of the owner, submitting the public hearing application as required by the Code of the City of Miami, Florida, affecting the real property located in the City of Miami, as listed on the foregoing pages. 2. That all owners who he/she represents, if any, have given his/her full and complete permission for him/her to act in his/her behalf for the change or modification of a classification or regulation of zoning as set out in the foregoing petition, including or 0 not including responses to day-to-day City staff inquires. 3. That the foregoing and following pages are part of this affidavit and contain the current names, mailing addresses, telephone numbers and legal descriptions of the real property of which he/she is the owner or legal representative. 4. That the facts, as represented in the application and documents submitted in conjunction with this affidavit, are true and correct. 5. That a refund, if any, by the City is to be issued to the following person at the address indicated: Hortensia Brito 3030 Coral Way Miami, FI 33145 Further Affiant sayeth not. Hortensia Brito Applicant(s) Name Printed Applicant(s) Signature STATE OF FLORIDA -- COUNTY OF MIAMI-DADE The oregoing was ackn edged, before rrte this 20 , by who is a(n) individual/partner alter ta1co eran_J individual/partnership/corporation. i /S&is 1 iersanally (1' - as identification and who (Stamp) a(n) has pro . uced tak Rev. 10-18 AFFIDAVIT OF AUTHORITY TO ACT Before me this day, the undersigned personally appeared JORGE H RIVERA who being by me first deposes and says: 1. That he/she is the owner or the legal representative of the owner, submitting the public hearing application as required by the Code of the City of Miami, Florida, affecting the real property located in the City of Miami, as listed on the foregoing pages. 2. That all owners who he/she represents, if any, have given his/her full and complete permission for him/her to act in his/her behalf for the change or modification of a classification or regulation of zoning as set out in the foregoing petition, including or 0 not including responses to day-to-day City staff inquires. 3. That the foregoing and following pages are part of this affidavit and contain the current names, mailing addresses, telephone numbers and legal descriptions of the real property of which he/she is the owner or legal representative. 4. That the facts, as represented in the application and documents submitted in conjunction with this affidavit, are true and correct. 5. That a refund, if any, by the City is to be issued to the following person at the address indicated: HORTENSIA BRITO 3030 SW 22 ST MIAMI, FL 33145 Further Affiant sayeth not. JORGE H RIVERA Applicant(s) Name Printed STATE OF FLORIDA — COUNTY OF MIAMI-I + DE TW foregoing s acknowled9ed before m- his K,' day of 20 , by �� ( ( . tf"' -who is a(n) individual/partner/agent/corporation of a(n) individual/partnership/corporation. He/She is I*�personaliy known to me or 0 who has produced as identification and who ❑ did 0 did not take an oath. Ale s� nt(s) Sig a ure (Stamp) .+,, + i i I i i,,,/,�r ��, LUGG e. :� 0 : off ''','.,STATE (j:0. `� Signature State of Florida Department of State I certify from the records of this office that BOMART, INC. is a corporation organized under the laws of the State of Florida, filed on January 7, 1982. The document number of this corporation is F61517. I further certify that said corporation has paid all fees due this office through December 31, 2019, that its most recent annual report/uniform business report was filed on February 7, 2019, and that its status is active. I further certify that said corporation has not filed Articles of Dissolution. Given under my hand and the Great Seal of the State of Florida at Tallahassee, the Capital, this the Fifth day of July, 2019 *NAKex— Secretary of'State Tracking Number: 5164839748CU To authenticate this certificate,visit the following site,enter this number, and then follow the instructions displayed. https://services.sunbiz.org/Filings/CertificateOfStatus/CertificateAuthentication State of Florida Department of State I certify from the records of this office that PROINTER CORP. is a corporation organized under the laws of the State of Florida, filed on October 4, 1982. The document number of this corporation is G02841. I further certify that said corporation has paid all fees due this office through December 31, 2019, that its most recent annual report/uniform business report was filed on January 8, 2019, and that its status is active. I further certify that said corporation has not filed Articles of Dissolution. Given under my hand and the Great Seal of the State of Florida at Tallahassee, the Capital, this the Eighth day of July, 2019 Secretary of State Tracking Number: 8782185847CU To authenticate this certificate,visit the following site,enter this number, and then follow the instructions displayed. https://services.sunbiz.org/Filings/CertificateOfStatus/CertificateAuthentication FLORIDA DEPARTMENT OF STATE DIV'151OV- OF CORPORATIO\5 (Step 3 of 3) Thank you for your payment. Please print this receipt and keep it for your records. Tracking Number : 8782185847CU Document Number : G02841 Payment Amount: $8.75 Receipt Number 3761538196 Transaction Date: 07/08/2019 07:10 AM Payment Type: Account Number: *3005 CORPORATE RESOLUTION OF BOMART INC. We, the undersigned, being all the Directors of Bomart Inc., in the form prescribed by the Florida Financial Services Commission and Chapter 517 of the Florida Statutes, organized and existing under the laws of Florida, and having its principal place of business at 3030 Coral Way, Miami, Florida 33145 (the "Corporation"), hereby certify that the following is a true and correct copy of a resolution duly adopted at a meeting of the Directors of the Corporation duly held and convened on July 05, 2019, at which a quorum of the Board of Directors was present and voting throughout, and that such resolution has not been modified, rescinded or revoked, and is at present in full force and effect: Therefore, it is resolved: The corporation applies for an Exception/Warrant application for school. By affirmative votes noted as signatures below, a majority vote of the Members of Bomart Inc. with authority to bind the Company approves the form and content of this resolution, to be effective immediately. DIRECTORS Hortensia Brito Date 44A. t;LENDA 2-HIDALGO %. Notary Public - Slate o1 Florida Commission I GG 013702 My Comm. Expires Oct 8, 2020 Bonded through National Notary AUn. CORPORATE RESOLUTION OF PROINTER CORP We, the undersigned, being all the Directors of Prointer Corp, in the form prescribed by the Florida Financial Services Commission and Chapter 517 of the Florida Statutes, organized and existing under the laws of Florida, and having its principal place of business at 6490 SW 72 Court, Miami, Florida 33143 (the "Corporation"), hereby certify that the following is a true and correct copy of a resolution duly adopted at a meeting of the Directors of the Corporation duly held and convened on July 05, 2019, at which a quorum of the Board of Directors was present and voting throughout, and that such resolution has not been modified, rescinded or revoked, and is at present in full force and effect: Therefore, it is resolved: The corporation applies for an Exception/Warrant application for school. By affirmative votes noted as signatures below, a majority vote of the Members of Prointer Corp with authority to bind the Company approves the form and content of this resolution, to be effective immediately. D1REC Jorge Date CITY OFMIAMI DISCLOSURE OF CONSIDERATION PROVIDED OR COMMITTED FOR AGREEMENT TO SUPPORT OR WITHHOLD OBJECTION The City of Miami requires any person or entity requesting approval relief or other action from the City Commission or any of its boards, authorities, agencies, councils or committees, to disclose at the commencement (or continuance) of the hearing(s) on the issue, any consideration provided or committed, directly or on its behalf, to any entity or person for an agreement to support or withhold objection to the requested approval, relief or action. "Consideration" includes any gift, payment, contribution, donation, fee, commission, promise or grant of any money, property, service, credit or financial assistance of any kind or value, whether direct or implied, or any promise or agreement to provide any of the foregoing in the future. Individuals retained or employed by a principal as a lobbyist as defined in Sec. 2- 653, and appearing before the City Commission or any of its boards, authorities, agencies, councils or committees solely in the capacity of a lobbyist and not as the applicant, or owners' legal representative are not required to fill out this form. Name: First Name: JORGE Middle Name: H Last Name: RIVERA Home Address: Home Address Line 1: 6490 SW 72 COURT Home Address Line 2: City: MIAMI State: Florida Zip: FL, 33143 Contact Information: Home Phone Number: 305 443 3900 CeII Phone Number: 305 213 8743 Fax Number: 305 442 2007 Emaip: G@JORGERIVERA.ORG BUSSINESS or APPLICANT or ENTITY NAME Address Line 1: PROINTER CORP Address Line 2: 3030 SW 22 ST MIAMI, FL 33145 Doc. No.:86543 Page 1 of 3 CITY OFMIAMI DISCLOSURE OF CONSIDERATION PROVIDED OR COMMITTED FOR AGREEMENT TO SUPPORT OR WITHHOLD OBJECTION Please describe the issue for which you are seeking approval, relief or other action from the City Commission, board, authority, agency, council, or committee. EXCEPTION -WARRANT APPLICATION FOR SCHOO Has any consideration been provided or committed, directly or on your behalf, to any entity or person for an agreement to support or withhold objection to the requested approval, relief or action? NO If your answer to Question 2 is No, do not answer questions 3, 4 & 5 proceed to read and execute the Acknowledgment If your answer to Question 2 is Yes, please answer questions 3, 4 & 5 and read and execute the Acknowledgement. 1. Please provide the name, address and phone number of the person(s) or entities to whom consideration has been provided or committed. • Name of Person/Entity: • Phone Number of Person/Entity: ® Address of Person/Entity: 2. Please describe the nature of the consideration 3. Describe what is being requested in exchange for the consideration. Doc. No.:86543 Page 2 of 3 CITY OFMIAMI DISCLOSURE OF CONSIDERATION PROVIDED OR COMMITTED FOR AGREEMENT TO SUPPORT OR WITHHOLD OBJECTION ACKNOWLEDGEMENT OF COMPLIANCE hereby acknowledge that it is unlawful to employ any device, scheme or artifice to circumvent the disclosure requirements of Ordinance 12918 and such circumvention shall be deemed a violation of the Ordinance; and that in addition to the criminal or civil penalties that may be imposed under the City Code, upon determination by the City Commission that the foregoing disclosure requirement was not fully and timely satisfied the following may occur: 1. the application or order, as applicable, shall be deemed void without further force or effect; and 2. no application from any person or entity for the same issue shall be reviewed or considered by the applicable board(s) until expiration of a period of one year after the nullification of the application or order. PERSON SUBMITTING DISCLOSURE: Print Name JORGE H RIVERA Signature Swom to nd subscribed b ore me is day of , 200 d Cp . The foreg g instrument was cknowledged before me by cre t . . } •�� who has pro d did/did not take an oath. STATE OF FLORIDA CITY OF MIAMIMY COMMISSION EXPIRES: as identification and/or is personally known to me and who Doc. No.:86543 Page 3 of 3 CITY OFMIAMI DISCLOSURE OF CONSIDERATION PROVIDED OR COMMITTED FOR AGREEMENT TO SUPPORT OR WITHHOLD OBJECTION The City of Miami requires any person or entity requesting approval relief or other action from the City Commission or any of its boards, authorities, agencies, councils or committees, to disclose at the commencement (or continuance) of the hearing(s) on the issue, any consideration provided or committed, directly or on its behalf, to any entity or person for an agreement to support or withhold objection to the requested approval, relief or action. "Consideration" includes any gift, payment, contribution, donation, fee, commission, promise or grant of any money, property, service, credit or financial assistance of any kind or value, whether direct or implied, or any promise or agreement to provide any of the foregoing in the future. Individuals retained or employed by a principal as a lobbyist as defined in Sec. 2- 653, and appearing before the City Commission or any of its boards, authorities, agencies, councils or committees solely in the capacity of a lobbyist and not as the applicant, or owners' legal representative are not required to fill out this form. Name: First Name: Hortensia Middle Name: Last Name: Brito Home Address: Home Address Line 1: 6854 nw 113 PI Home Address Line 2: City: Doral State: Florida Zip: FI 33178 Contact Information: Home Phone Number: 305-418-8375 Cell Phone Number: 305-951- 4695 Fax Number: Email: I.britoanton@britomiamiprivagte.com BUSSINESS or APPLICANT or ENTITY NAME Address Line 1: 3030 Coral Way Address Line 2: Miami, FI 33145 Doc. No.:86543 Page 1 of 3 CITY OFMIAMI DISCLOSURE OF CONSIDERATION PROVIDED OR COMMITTED FOR AGREEMENT TO SUPPORT OR WITHHOLD OBJECTION Please describe the issue for which you are seeking approval, relief or other action from the City Commission, board, authority, agency, council, or committee. EXCEPTION / WARRANT APPLICATION FOR SCHOOL Has any consideration been provided or committed, directly or on your behalf, to any entity or person for an agreement to support or withhold objection to the requested approval, relief or action? NO If your answer to Question 2 is No, do not answer questions 3, 4 & 5 proceed to read and execute the Acknowledgment. If your answer to Question 2 is Yes, please answer questions 3, 4 & 5 and read and execute the Acknowledgement. 1. Please provide the name, address and phone number of the person(s) or entities to whom consideration has been provided or committed. 4 Name of Person/Entity: • Phone Number of Person/Entity: • Address of Person/Entity: 2. Please describe the nature of the consideration 3. Describe what is being requested in exchange for the consideration. Doc. No.:86543 Page 2 of 3 CITY OFMIAMI DISCLOSURE OF CONSIDERATION PROVIDED OR COMMITTED FOR AGREEMENT TO SUPPORT OR WITHHOLD OBJECTION ACKNOWLEDGEMENT OF COMPLIANCE I hereby acknowledge that it is unlawful to employ any device, scheme or artifice to circumvent the disclosure requirements of Ordinance 12918 and such circumvention shall be deemed a violation of the Ordinance; and that in addition to the criminal or civil penalties that may be imposed under the City Code, upon determination by the City Commission that the foregoing disclosure requirement was not fully and timely satisfied the following may occur: 1. the application or order, as applicable, shall be deemed void without further force or effect; and 2. no application from any person or entity for the same issue shall be reviewed or considered by the applicable board(s) until expiration of a period of one year after the nullification of the application or order. PERSON SUBMITTING DISCLOSURE: Print Ne i Signature Sworn to and subscribed before The foregoing instrument was who has produce C'did/&id not take arK'oath. me this IA, day of 1 , 20p/ 9 acknowledged before me by, -'STATE OF, FLORIDA CITY OF MIAMIMY COMMISIION EXPIRES. r GLENDA •OME2-FiIDALG Notary Public - State o1 Fiorl c� Commission i GG 013702 My Comm. Expires Act S. 2020 WOW Mop National WNW Pan as identification and/or " personally known • me and who Doc. No.:86543 Page 3 of 3 DISCLOSURE OF OWNERSHIP List the owner(s) of the subject property and percentage of ownership. Note: The Miami City Code requires all parties making any presentation, formal request or petition to the City Commission or any City board with respect to any real property to make full disclosure, in writing, of all parties having a financial interest, either direct or indirect, in the subject matter of said presentation, formal request or petition. Such disclosure shall include, but not be limited to, disclosure of all natural persons having an ownership interest, direct or indirect, in the subject real property. Accordingly, disclosure of shareholders of corporations, beneficiaries of trusts, and/or any other interested parties, together with their address(es) and proportionate interest are required. Please supply additional lists, if necessary. Owner's Name(s) PROINTER CORP Percentage of Ownership 100 % SEE ATT LIST Subject Property Address(es) 3030 SW 22 ST MIAMI, FL 33145 List all street address(es) and legal description(s) of any property located within 500 feet of the subject property owned by any and all parties listed in question #1 above. Please supply additional lists, if necessary. Street Address(es): Legal Description(s): Aar w - r[s o Attor ame Owner(s) or Attorney Signature STATE OF FLORIDA — COUNTY OF MIAMI-DADE The foregoing was acknowledged before niqe this r 4day of -z L L -1 20 1 t.l by -E Fl Kt ti.eti who is a(n) individual/partner/agent/corporation of a(n) �Ylfllillll�r►! individual/partnership/corporation. He/She is Irpersr� y cnbiliog'n}e or 0 who has produced as identification and ;C klid.. ❑%-did not take an oath. '<,, STq ........ 4:3F 1C ,*` (Stamp) Signature IN � The Zoning Specialists Group, Inc. July 4, 2019 City of Miami Hearing Boards Section Miami Riverside Center 444 S.W. 2nd Avenue, 3rd Floor Miami, FL 33130 RE: Property Owners List within 500 feet of: LEGAL DESCRIPTION: All of Lots 20 and 21 and Lots 17 and 18, less the North 33.24 feet and Lot 19, less the North 35 feet and Lot 22, less the North 10 feet, in Block 2, of "AMENDED PLAT OF MIAMI SUBURBAN ACRES", according to the Plat thereof, as recorded in Plat Book 4, at Page 73 of the Public Records of Miami -Dade County, Florida. LOCATION: 3030 SW 22 Street, Miami FL 33145 FOLIO: 01-4116-009-0265 PREPARED FOR: HOLLAND & KNIGHT LLP ORDER: 190709 TOTAL NUMBER OF LABELS: 127 This is to certify that the attached ownership list in Excel, map and mailing matrix is a complete and accurate representation of the real estate property and property owners within a 500-foot radius of the subject property listed above. This information reflects the most current records on the file in Miami -Dade County Tax Assessor's Office. This list is valid for 6 months from the original date. Sincerely, THE ZONING SPECIALISTS GROUP, INC. x.. V Jose. Lopez, P.S.M. #3086 7729 NW 146th Street • Miami Lakes, FL 33016 Phone: 305 828-1210 www.thezoningspecialistsgroup.com OWNER'S NAME(S) MAILING STREET ADDRESS Silvestre A Diz Jtrs 2107 SW 31 st Ave Ronald F Zollo Trs Janice A Zollo Trs 2110 SW 31 st Ave Sylvia Franca 3040 SW 21st St Coral Gate G And G 3030 Developme 534 San Antonio Ave Gilberto Playa 3028 SW 21st St Luis F Fonteboa Sammy Fonteboa Eri 2120 SW 30th Ct Roberto Rodriguez 3037 SW 21st Ter Mario Fernandez & W Rebeca 7301 SW 84th PI Ronald F Zollo Trs Ronald F Zollo Tru 3068 SW 21st Ter Ronald F Zollo Trs Janice A Zollo Trs 3067 SW 21st Ter Ronald Zollo & Janice Zollo Trs Jamsz Development Co LLC Elizabeth Hung Lissette Valdez Enrique A Diaz Alina Diaz V & F Enterprises Corp Adriana Rebelo Sandro Veiga White Castle Associates LLC Ronald F Zollo Alma J Madrid 3068 SW 21 Tr 2455 SW 27th Ave Ste 230 2112 SW 31 st Ave 3122 SW 21st Ter 3110 SW 21st Ter 2107 SW 31 st Ave 3119 Coral Way 3072 SW 21st Ter 100 SE 1st St Ste 56 3068 SW 21st Ter 3054 SW 21st Ter Amelia Carpintero Joaquin Escobar 3038 SW 21st Ter Marcos Gonzalez Rolando Gonzalez (816 NW 87th Ave Apt 103 Maria Del C Zabala 3030 SW 21st Ter Gem Pyramid LLC CIO Carlos A Rom 804 S Douglas Rd Ste 365 Sharich LLC CIO Shari L Silvers 4872 Hidden Branches Dr 6Ts Invest Inc 5650 Krowa Circle Alexander Maradona & W Gloria M M 2111 SW 30th Ct Carlos M Toledo Marta Baguet Fuentes Gloria Naveira 2149 Sw 30 Ct LLC Optiyan Inc 2121 SW 30th Ct 2131 SW 30th Ct 2137 SW 30th Ct 1001 Brickell Bay Dr 3001 3025 Coral Way Rafael Rodriguez & W Marzzia 2999 SW 21st St Pablo J Acosta & W Hopie M & Aida F 13105 SW 108th Ave Lillian S Schwartz Est Of 2975 SW 21st Ter Irma Martinez 2953 SW 21st Ter Offices And Beyond Inc 9324 NW 50th Doral Cir N 2931 Coral Way LLC 2931 NW 22nd Ct Castaneda Family Ltd Partnership 8135 SW 72 St Carlos G Sanchez & W Gladys M 9005 SW 68th Ave 2991 Coral Way LLC CIO Euginio Duz 2980 SW 21st Ter 2991 Coral Way LLC CIO Euginio Dui 2980 SW 21st Ter 2991 Coral Way LLC CIO Euginio Dui 2980 SW 21st Ter Orlando Chavez & W Maria 13111 SW 118th St Georgina Daumy Jtrs Juan Carlos Ker2245 SW 31 st Ave Juan C Sisto & W Vivian Carlos I Estrada & W Maria E Carlos Paucar 2225 SW 31 st Ave 2265 SW 31 st Ave 2962 SW 22nd Ter CITY Miami Miami Miami Coral Gables Miami Miami Miami Miami Miami Miami Miami Miami Miami Miami Miami Miami Coral Gables Miami Miami Miami Miami Miami Miami Miami Coral Gables Atlanta Boynton Bch Miami Miami Miami Miami Miami Miami Miami Miami Miami Miami Miami Miami Miami Miami Miami Miami Miami Miami Miami Miami Miami Miami Carlos Paucar 2962 SW 22nd Ter Miami Nicholas D Torres Josef David Osborr 2951 SW 23rd St Miami Fanny Morera Matas 2101 Ludlam Rd Apt 433 Miami Omar J Fernandez IVan F Fernandez 2936 SW 22nd Ter Miami Amado B Cruz Lourdes Cruz 3701 SW 144th Ave Hollywood Adolfo Valdes Lourdes Valdes Erick V2940 SW 22nd Ter Miami Josefina Roque 2927 SW 23rd St Miami 2930 Eric LLC 1384 SW 18th St Miami Maria D Cobas Humberto Amor 2252 SW 31st Ave Miami Teresa Montero & Carlos Montero 3101 SW 23rd St Miami Magali Orta Dorta 3225 NW 17th St Miami Kristgil Investment Corp PO Box 565746 Miami Boanerges Centeno Recarte 2300 SW 31 st Ave Miami Josie West Higgins 4012 Irvington Ave Miami Graciela Alfano Le & Graciela Martine 720 Coral Way Apt 2B Coral Gables Anthony S Figueroa & Isis A Tellez Jtr 2311 SW 31 st Ave Miami Akop Zamkotian 2799 NW Boca Raton Blvd Ste 107 Boca Raton Cc & Dd LLC 2665 S Bayshore Dr Ste 800 Miami Cc & Dd LLC 2665 S Bayshore Dr Ste 906 Miami Prointer Corp 5820 Blue Lagoon Dr FI 1 Miami Cc & Dd LLC 2665 S Bayshore Dr Ste 906 Miami Cc & Dd LLC 2655 S Bayshore Dr Ste 906 Miami Jaime Borras & Jaime A Borras 4527 SW 195th Ter Hollywood Omar Medina & W Gladys 196 Ridge Rd Rutherford Isabel A Blanco 2968 SW 22nd Ter Miami Liduvina Solares 3000 SW 22nd Ter Miami Liduvina Solares 3000 SW 22nd Ter Miami Jose A Perez Ana M Pizarro 2394 SW 6th St Miami Delia Diaz Marta Diaz 3022 SW 22nd Ter Miami Ramiro C Vargas & W Silvia 3020 SW 22nd Ter Miami Blanca R Chacon 8435 SW 2nd St Miami Juan C Kennedy & W Maria 3025 SW 23rd St Miami Alberto Lamadrid & W Alicia 5510 Riviera Dr Coral Gables Maria Milagros Ullivarri 3013 SW 23rd St Miami Enrique Saumell 1331 Asturia Ave Coral Gables Olga Galante Alberto Galante 17724 SW 224th St Miami Lilia Abirad 2967 SW 23rd St Miami 3100 3104 Coral Way LLC 752 W Flagler St Ste 105 Miami Florida Invest Consulting Corp Tr 611 N Greenway Dr Coral Gables Td&K Realty LLC 3134 Coral Way Coral Gables Joseph Maya 12141 Walsh Blvd Miami Sunpark Holdings Inc 5740 SW 67th Ave Miami Avenue Lisbon LLC 605 Lincoln Rd Ste 440 Miami Beach Avenue Lisbon LLC 605 Lincoln Rd Ste 440 Miami Beach Virtual Imaging Services Inc 7101 SW 99th Ave Ste 106 Miami Vidaamericana LLC 2718 W Atlantic Blvd Pompano Beach Kim Kwok Yung & W Amy 3129 SW 22nd Ter Miami Netco Properties LLC 8724 Sunset Dr 344 Miami Diversified Equities Florida LLC 1825 Ponce De Leon Blvd # 361 Coral Gables Diversified Equities Florida LLC 1825 Ponce De Leon Blvd # 361 Coral Gables Miguel Gutierrez & W Ana 3110 SW 22nd Ter Miami Mayra Grabiel PO Box 450954 Miami Mayra Grabiel PO Box 450954 Miami Mayra Grabiel PO Box 450954 Miami Mayra Grabiel PO Box 450954 Miami Guillermo M Aleman Isis Aleman 8900 SW 102nd Ter Miami Maria Carmen Camoira Le Rem C Fer3146 SW 22nd Ter Miami Ignacio Sarduy & W Aleida 3151 SW 23rd St Miami Roger B Tiffany Sharon C Tiffany 3145 SW 23rd St Miami Shailer R Cummings 3137 SW 23rd St Miami Vivian M Napoles 3127 SW 23rd St Miami Blas Pellon Ofelia Pellon Ofelia Pellon 3121 SW 23rd St Miami Jose 0 Suarez Trs Haydee Suarez Tr 2975 SW 16th St Miami Carlos R Flores 3112 SW 23rd St Miami Jimmy Almeyda Alessandra Almeyda 7465 SW 112th Ct Miami Alessandra Almeyda 3126 SW 23rd St Miami Oscar W Nieto & W Beatriz R 2420 SW 5th Ave Miami Jorge A Dore Lourdes R Dore 3132 SW 23rd St Miami Alberto A Hernandez Milady HernandE 2960 SW 23rd St Miami Claudia Martinez De Castro 2970 SW 23rd St Miami Joseph P Alfano & W Grace 720 Coral Way Apt 2B Coral Gables Osmani Mendez 3000 SW 23rd St Miami Walfrido D Cruz Maria E Cruz B I S H1 7645 NW 68th Ct Miami Jose Elortegui Jtrs Christin Elortegui J500 NE 55th St Miami Rafael Alonso & Caridad Alonso & Ya 3030 SW 23rd St Miami The Aston Condo Assn. Inc. 3000 SW 22nd St. #100 Miami Andres Romero 2943 SW 23rd St Miami Eduardo Arciniegas 2300 S Dixie Hwy Miami STATE ZIP CODE FL 33145-2333 FL 33145-2334 FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL GA FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL 33145-2312 33146-1319 33145-2312 33145-2330 33145-2321 33143-3720 33145-2322 33145-2321 33145 33145-3663 33145-2334 33145-2324 33145-2324 33145-2333 33145-3294 33145-2322 33131-1032 33145-2322 33145-2322 33145-2322 33172-3420 33145-2322 33134-3156 30338-3957 33437 33145-2329 33145-2329 33145-2329 33145-2329 33131-4900 33145-3207 33145-2309 33176-5468 33145-2319 33145-2319 33178-2069 33142-5985 33143 33156-1505 33145-2320 33145-2320 33145-2320 33186-4624 33145-3107 33145-3107 33145-3107 33145-3306 COUNTRY FOLIO NUMBER PROPERTY ADDRESS 0141090370190 2107 31 Ave SW 0141090370200 3050 21 St SW 0141090370210 3040 21 St SW 0141090370220 3030 21 St SW 0141090370230 3028 21 St SW 0141090370240 2120 30 Ct SW 0141090370250 3037 21 Ter SW 0141090370260 3049 21 Ter SW 0141090370270 3055 21 Ter SW 0141090370275 3063 21 Ter SW 0141090370280 3067 21 Ter SW 0141090370290 3073 21 Ter SW 0141090370380 2112 31 Ave SW 0141090370500 3122 21 Ter SW 0141090370510 3110 21 Ter SW 0141090370520 3100 21 Ter SW 0141090370530 3119 22 St SW 0141090370640 3072 21 Ter SW 0141090370645 3070 21 Ter SW 0141090370650 3068 21 Ter SW 0141090370660 3054 21 Ter SW 0141090370670 3038 21 Ter SW 0141090370680 3034 21 Ter SW 0141090370690 3030 21 Ter SW 0141090370700 3031 22 St SW 0141090370710 3051 22 St SW 0141090370800 3091 22 St SW 0141090370840 2111 30 Ct SW 0141090370850 2121 30 Ct SW 0141090370860 2131 30 Ct SW 0141090370870 2137 30 Ct SW 0141090370880 2149 30 Ct SW 0141090370890 3001 22 St SW 0141090390250 2999 21 St SW 0141090390260 2991 21 Ter SW 0141090390450 2971 21 Ter SW 0141090390460 2953 21 Ter SW 0141090390470 2961 21 Ter SW 0141090390750 2931 22 St SW 0141090390770 2957 22 St SW 0141090390791 2971 22 St 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0141160090210 2940 22 St SW FL 33126-2579 0141160090265 2980 22 St SW FL 33133-5462 0141160090391 2947 22 Ter SW FL 33133-5446 0141160090400 2937 22 Ter SW FL 33029-6211 0141160090410 2925 22 Ter SW NJ 07070-2845 0141160090420 2921 22 Ter SW FL 33145-3306 0141160090450 2968 22 Ter SW FL 33145-3344 0141160090460 2972 22 Ter SW FL 33145-3344 0141160090470 3000 22 Ter SW FL 33135-3110 0141160090471 3014 22 Ter SW FL 33145-3344 0141160090475 3022 22 Ter SW FL 33145-3344 0141160090480 3020 22 Ter SW FL 33144-2005 0141160090481 3028 22 Ter SW FL 33145-3313 0141160090490 3025 23 St SW FL 33146-2747 0141160090500 3019 23 St SW FL 33145-3313 0141160090510 3013 23 St SW FL 33134-4737 0141160090520 3003 23 St SW FL 33170-3703 0141160090530 2975 23 St SW FL 33145-3311 0141160090540 2967 23 St SW FL 33130-1200 0141160090550 3100 22 St SW FL 33134-4827 0141160090570 3126 22 St SW FL 33145-3210 0141160090580 3134 22 St SW FL 33184-1660 0141160090590 3138 22 St SW FL 33143-1944 0141160090620 3150 22 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Coc 22402-2969 06 2004 1 Auburn Heights PB 15-67 Lot 9 Less IT Size 3237 Sq Ft M/L 9 54 41 Auburn Heights PB 15-67 Lot 0 X 100 Or 17487-3594 1296 5 Auburn Heights PB 15-67 Lot 7 Blk 411186 1 Julia Mikola &H Steven Auburn Heights PB 15-67 Lot 8 Blk 41 12 2005 1 Auburn Heights PB 15-67 Lots 9 Thru Lot Size Irregular Or 20110-4341 120' Auburn Heights PB 15-67 Lot 1 & W51 R 19136-2934 05 2000 4 Auburn Heights PB 15-67 Lot 2 Less \ 100 Fau 01 4109 037 0650 Auburn Heights PB 15-67 E10ft Of Lo X 100 Or 16220-5795 0893 5 Auburn Heights PB 15-67 E1/2 Lot 3 f R 19372-1749 11 2000 4 Auburn Heights PB 15-67 Lot 5 Blk 511187 5 Auburn Heights PB 15-67 Lot 6 Blk 5 105 2003 4 Auburn Heights PB 15-67 Lot 7 Blk 5 103 2001 1 Coc 23679-0114 08 2005 4 Auburn Heights PB 15-67 Lots 8 & 9 E 1563 0182 1 Coc 22954-2219 12 200z Auburn Heights PB 15-67 Lots 10 Thr 10239-685 1278 5 Coc 25519-0566/1: Auburn Heights PB 15-67 Lots 19 Thr 5309-1430 1291 5 Coc 21841-0190 0f 9 54 41 Auburn Heights PB 15-67 Lot 35-2505 06 2001 1 Coc 26130-4566 1 9 54 41 Auburn Heights PB 15-67 Lot 712-1046 08 2005 4 Auburn Heights PB 15-67 Lot 4 Blk 61482 5 Auburn Heights PB 15-67 Lot 5 & N2E Auburn Heights PB 15-67 Lot 7 & S25Or 12340-619 1184 1 Coc 22889-012; 9 54 41 Auburn Hgts PB 15-67 Lots 8 14 Or 15681-2409 1092 1 Millerdale PB 6-18 Lot 27 Blk 1 Lot Si; Millerdale PB 6-18 Lot A Blk 3 Lot Siz(5 4 Millerdale PB 6-18 Lot 23 Blk 2 Lot Si; Millerdale PB 6-18 Lot 24 Blk 2 Less FZe 4567 Sq Ft M/L Or 21133-2467 03 Millerdale PB 6-18 Beg 24Fte Of NW 1 Ft Wly Ad 53.69 NEly 71.33Ft Nly 56.( 9 54 41 Millerdale PB 6-18 Lots 18 & ' 124.000 X 105 Or 16188-0503 1293 Millerdale PB 6-18 W26ft Lot 20 & Lot 3 Lot Size 142.160 X 105 73R-26859C Millerdale PB 6-18 Beg Most Ely Cor L C As Per Db 3507-90 Lot Size 47.500 Millerdale PB 6-18 Portion Of Lots 23 Ize 48.260 X 185 Coc 23745-0321 08 Millerdale PB 6-18 Lot 25 & W95ft Lot 23745-0321 08 2005 5 Millerdale PB 6-18 Lot 26 Blk 3 Lot Si; 05 5 Millerdale PB 6-18 Lot 27 Blk 3 Lot Si; 79 6 Miami Suburban Ac PB 2-84 Lot 9 Le500 X 100 Or 12780-62 0186 1 Miami Suburban Ac PB 2-84 N100ft L10830-0858 11 2002 1 16 54 41 Miami Suburban Ac PB 2-84 100 Or 12734-1167 1285 1 16 54 41 Miami Suburban Ac PB 2-84 2 Lot Size 50.000 X 137 Or 16914-23 16 54 41 Miami Suburban Ac PB 2-84 2 Lot Size 50.000 X 137 Or 17186-15 Miami Suburban Ac PB 2-84 E1/2 Of ; 147 Miami Suburban Ac PB 2-84 W1/2 Of 147 Or 19122-0810 0698 1 Miami Suburban Ac PB 2-84 E1/2 Of IT Size Irregular Miami Suburban Ac PB 2-84 E1/2 Of ; 147 Or 19576-4515 03 2001 1 16 54 41 Miami Suburban Ac PB 2-84 2 Lot Size 50.000 X 137 74R-67084 Miami Suburban Ac PB 2-84 W1/2 Of 147 16 54 41 Miami Suburban Ac PB 2-84 Size 50.000 X 137 Or 16625-3949 124 Miami Suburban Acres PB 2-84 N97.EZe 100.000 X 88 Or 18619-3802 0499 Miami Suburban Ac PB 2-84 S86.5Ft i Or 18627-2889 0599 Miami Suburban Ac PB 2-84 S49ft Of Blk 3 Lot Size 49.000 X 90 Or 17637- 16 54 41 Miami Suburban Ac PB 2-84 0Ft For R/W Lot Size 60.000 X 90 Or 16 54 41 Miami Suburban Ac PB 2-84 Less N80ft Blk 10 PB 4-73 Lot Size Irr Miami Suburban Ac PB 2-84 N75ft Of 00 Or 10440-106 0679 1 16 54 41 Miami Suburban Ac PB 2-84 100 Or 17850-1046 0396 4 Miami Suburban Ac PB 2-84 S55ft Of 100 Or 14243-3753 0889 1 Coc 2398 16 54 41 Amd Miami Suburban Ac PB 00 X 117 Or 19049-2521 & 23-24 0301 Amd Miami Suburban Ac PB 4-73 Lot 64 Or 19735-4215 0601 6 Amd Miami Suburban Ac PB 4-73 Lot:00 X 117 Or 19787-3560/19844-1007 16 54 41 Amd Miami Suburban Ac PB & 18 Less N33.24Ft Lot 19 Less N35f1 Amd PI Miami Suburban Acres PB 4-7 Et Or 19787-3562 0701 4 Amd Miami Suburban Ac PB 4-73 Lot 0.000 X 140 Or 14906-1779 0291 5 C, 16 54 41 Amd Miami Suburban Ac PB 10Ft Of Lot 32 Blk 2 Lot Size 50.000 > Amd Miami Suburban Ac PB 4-73 Lot X 140 Or 12847-1728 0386 5 16 54 41 Amd Miami Suburban Ac PBZe 50.000 X 133 Or 20105-1625 12 2( 16 54 41 Amd Miami Suburban Ac PBZe 50.000 X 133 Or 9249-959 16 54 41 Amd Miami Suburban Acres 2 Lot Size 50.000 X 133 Or 15876-02 16 54 41 Amd Miami Suburban Acres 2 Lot Size 50.000 X 133 Coc 24101-0: Amd Miami Suburban Acres PB 4-73 I Ity Blk 2 Lot Size 25.00 X 133.00 Or 1 Amd Miami Suburban Acres PB 4-73 I Ity Blk 2 Lot Size 25.00 X 133.00 Or 1 Amd Miami Suburban Acres PB 4-73 I E 50.000 X 133 Or 12514-2284 0585 Amd Miami Suburban Ac Pb4-73 Lot 46 1295 1 Amd Miami Suburban Ac PB 4-73 Lot 1-2582 1297 4 Amd Miami Suburban Ac PB 4-73 Lot Tf Natalia 02/24/2005 16 54 41 Amd Miami Suburban Ac PB Amd Amd Amd Amd Amd Amd Amd Amd Amd Amd Amd Amd Amd Amd Miami Miami Miami Miami Miami Miami Miami Miami Miami Miami Miami Miami Miami Miami Suburban Ac PB 4-73 Lot 84-2429 06 2007 1 Suburban Ac PB 4-73 Lot 61 0596 4 Suburban Ac PB 4-73 Lot: Size 100.000 X 108 Or 13944-5467 1 Suburban Ac PB 4-73 Lot:8 & 39 Blk 3 Lot Size Irregular 73R-78 Suburban Ac PB 4-73 Lot Or 15195-378 0991 5 Suburban Ac PB 4-73 Lot Or 20976-1316 0103 1 Suburban Ac PB 4-73 Lot:Ss S10ft Thereof Blk 3 Per Unity Of Ti Suburban Ac PB 4-73 Lot Or 15029-1968 0391 4 Coc 22830-23 Suburban Ac PB 4-73 Lot Regular Elizabeth Is Deceased 92-464 Suburban Ac PB 4-73 Lot T Size 50.000 X 140 Or 16706-4095/2 Suburban Ac PB 4-73 Lot T Size 50.000 X 140 Or 15195-378-37 Suburban Ac PB 4-73 Lot 17 Or 15932-3550 0593 4 Suburban Ac PB 4-73 Lot 0 X 117 73R-198909 Coc 22798-0738 Suburban Ac PB 4-73 N6. K 3 Lot Size 76.000 X 100 Or 17176 Amd Miami Suburban Ac PB 4-73 S8CX 100 Or 21514-0809 0803 4 Amd Miami Suburban Ac PB 4-73 Lot 0.000 X 133 74R-220437 Amd Miami Suburban Ac PB 4-73 Lot 133 Or 20105-1626/23850-215 1201 F Amd Miami Suburban Ac PB 4-73 Lot 133 F/A/U Folio 01-4116-009-0900 Or Amd Miami Suburban Ac PB 4-73 Lot 133 F/A/U Folio 01-4116-009-0900 Or Amd Miami Suburban Ac PB 4-73 Lot 133 Or 20105-1627/23850-215 1201 F Amd Miami Suburban Ac PB 4-73 Lot 133 Or 12637-2897 0985 1 Amd Miami Suburban Ac PB 4-73 Lot 133 Or 17924-0691 1297 4 16 54 41 PB 4-73 Amnd Plat Of Miam 50.000 X 150 Or 12782-1841 0186 1 Amnd Plat Of Miami Suburban Acres I Size 75.000 X 150 Or 12602-1848 08 Amnd Plat Of Miami Suburban Acres I Size 75.000 X 150 Coc 22270-1155 C Amnd Plat Of Miami Suburban Acres 1150 Or 17831-4024 0997 4 Amnd Plat Of Miami Suburban Acres 1150 Or 9429 1480 16 54 41 PB 4-73 Amnd Plat Of Miam 50.000 X 150 Or 14221-1976 0889 0i Amd Plat Of Miami Sub Acres PB 4-7: 25.000 X 80 Or 16511-2012 0994 1 Amd Plat Of Miami Sub Acres PB 4-7:T 3 Blk 10 Lot Size Irregular Or 18432 Amd Plat Of Miami Sub Acres PB 4-7:000 X 150 Or 19978-1573 10 2001 4 Amd Plat Of Miami Sub Acres PB 4-7: R 13661-1300 0488 1 Amd Plat Of Miami Sub Acres PB 4-7: R 13735-2243 13869-3346 0688 1 16 54 41 PB 4-73 Amd Plat Of Miami 0 X 150 73R-310497 Amd Plat Of Miami Sub Acres PB 4-7: R 18157-1330 0298 4 Amd Plat Of Miami Sub Acres PB 4-7: R 9665 581 Amd Plat Of Miami Sub Acres PB 4-7:Or 10255-2525 1278 1 Coc 26322-34 16 54 41 PB 4-73 Amd Plat Of Miami 00 X 150 Coc 24463-1779 04 2006 5 Amd Plat Of Miami Sub Acres PB 4-7:Or 18626-0071 05 1999 1 Coc 23346- Amd Plat Of Miami Sub Acres PB 4-7:Or 18627-2398 05 1999 4 Coc 22568- The Aston Condo Amd Miami Surburh 15 & 16 Less N33ft For R/W & Lots 2 2943 SW 23Rd Street Condo Unit 29z Rec 30356-4788 2943 SW 23Rd Street Condo Unit 29z Rec 30356-4788 16 1.1 2219-0568 0307 5 ) 2003 5 2 2007 5 7 06 2004 5 2003 1 )6Ft To POB Blk 2 Lot Size 4035 Sq F 1. X 139 Coc 23944-3709 10 2005 1 2005 5 ,76 0995 1 Coc 26248-0710 02 2008 1 ,84 0496 1 Coc 26248-0880 02 2008 6 )4 1 Coc 25206-1061 11 2006 1 i1 4308 0597 1 13679-2034 0488 4 egular Or 10313-302 0279 1 2-0923 11 2005 5 06 0801 4 t & Lot 22 Less S10ft Blk 2 Per Unity oc 25768-4529/26091-3431 0707 3 (140 DO1 5 34 0493 1 358 12 2005 1 1737-0021 0383 2 1737-0021 0383 2 4 288 4 038 Coc 26247-4752/26433-4055 0308 itle Or 29547-4378 Lot Size 38250 S 48 11 2004 2 Coc 22830-2348 11 2004 2 3288-0890 0693 4 '9 0991 5 11 2004 4 S381 0496 3 20105-1626/23850-215 1201 5 20105-1628/23850-215 1201 5 i 85 1 )4 2004 6 389 5 '-996 0199 4 1,oc 22696-2859 09 2004 1 43 03 2008 3 .0546 05 2005 1 .03180820044 3 Thru 29 Less S10ft Blk 2 As Desc I NEIGHBORHOOD ASSOCIATIONS CORAL WAY NET Contact Contact Name Location Phone Email District 4 The Honorable Manolo Reyes 3500 Pan American Dr. Miami, FI 33133 (305) 250-5420 mreyes@.miamigov.com District 3 The Honorable Joe Carollo 3500 Pan American Dr. Miami, FI 33133 (305) 250-5380 jcarollo@miamigov.com District 2 The Honorable Ken Russell 3500 Pan American Dr. Miami, FI 33133 (305) 250-5333 krussell@miamigov.com Coral Way NET/Coral Gate Park Candya Vichot-Bello 1415 SW 32 AVE Miami, FI 33145 (305) 960-5131 cvichot@miamigov.com City of Miami,Planning Department Warrant Coodinator 444 SW 2 Ave 3rd floor Miami, FI 33130 (305) 416-1473 Ivicentini@miamigov.com Coral Gate Homeowners Association Maria C. Doval, Chair P.O. Box 45-0215 Miami, FI 34245 (305) 322-9818 domariita@yahoo.com Coral Gate 305 Jorge Arauz P.O. Box 332147 Miami, FL 33233 (305) 401-3232 hello@coralgate305.com Dade Heritage Trust Christine Rupp, Executive Director 190 SE 12th Terrace Miami, FL 33131 (305) 358-9572 chris@dadeheritagetrust.org Douglas Park Neighborhood Association Rosy Palomino, President 2852 SW 33rd CT. Miami, FL 33133 (305) 409-0306 rosyquintana@bellsouth.net Golden Pines Neighborhood Association Gilda Rodriguez, President 2930 SW 25th terrace Miami, FI 33133 (786) 210-3349 gildrodri@aol.com La Pastorita Aurora Medina 5781 NW 2 ST Miami, FL 33126 (305) 316-1347 aumedina05@gmail.com Little Havana Neighborhood Association Marta Zayas, Chairperson 3084 SW 6th ST. Miami, FL 33135 (786) 395-9897 mzayas305@gmail.com Miami River Commission Brett Bibeau 1407 NW 7th Street, # 2 Miami, FL 33125 (305) 644-0544 miamiriverl@bellsouth.net Miami River Marine Group Bruce Brown 3033 NW North River Drive Miami, FL 33142 (305) 637-7977 markbailey@miamirivermarineoroup.org Miami Shenandoah Neighborhood Association Jed Royer, President 2103 Coral Way, 2nd floor Miami, FL 33145 (305) 979-5234 royerart@gmail.com /jed@@royerdesign.com Miami Silver Bluff Neighborhood Association Raul L. Tano, Esq. / President 200 S. Biscayne Blvd., # 4100 Miami, FL 33131 (305) 699-4283 miamisbna@gmail.com Silver Bluff Homeowner's Association Beba Sardina Mann 1665 SW 23rd Street Miami, FL 33145 (305) 527-0159 bebamann@bellsouth.net Spring Garden Civic Association Ernie Martin 1000 NW North River Drive # 114 Miami, FL 33136 (305) 325-8730 ernestmartin2244@gmail.com Dear Constituent: Welcome to the City of Miami! This package is intended to provide you with all open Code Enforcement violations and liens attached to the subject property, or properties, as of the current date and time the following report was created. Closed violations and future violations are not included. A violation may become a lien when the property owner does not timely remedy the violation. This report may include two types of liens: Certified liens and non -certified liens. Certified liens have a set amount to be paid. Conversely, most non -certified liens continue to accrue interest or a per diem fine; therefore, those liens must be satisfied with the City as quickly as possible. All outstanding violations and liens must be satisfactorily resolved before the City can issue a Certificate of Use (CU); however, the City inspects all properties prior to the issuance of a CU and those inspections may yield additional items, which must be addressed by the owner at the property prior to issuance of a CU. This search does not include encumbrances, other liens, restrictions or the like, recorded in the Public Records of Miami -Dade County, Florida. Please contact Miami -Dade County for the aforementioned items. Code Violation/Lien Inquiry Letter Page 1 of 5 Prointer Corp 3030 SW 22 ST Miami FL 33145 City of Miami Property Search Notice 07/08/2019 Per your request (copy attached), the undersigned has searched the records of the Director of Finance in and for the City of Miami, Florida, for any liens and other fees outstanding against the following described property as of: 07/08/2019. The result is valid up to 30 days from the processing date. In addition, due to daily penalty and interest calculations, the amount shown is subject to change as reflected below. Folio Number: 01-4116-009-0265 Property Address: 3030 SW 22 ST Legal Description: 16 54 41 AMD MIAMI SUBURBAN AC PB 4-73 ALL OF LOTS 20 THRU 21 & LOTS 17 & 18 LESS N33.24FT LOT 19 LESS N35FT & LOT 22 LESS S1OFT BLK 2 PER UNITY OF TITLE OR 28627-3008 LOT SIZE 39450 SQ FT FAU 01 4116 009 0260 OR 17393-2581 0996 5 Amount Payable On: 07/07/2019 to 08/07/2019 0.00 This notice does not include liens imposed by federal, state, county or City agencies or boards or any other liens recorded in the public records of Miami -Dade County. Erica T. Paschal Finance Director To ensure proper credit of your payment, include a copy of all pages of the property search findings along with your payment and mail to: City of Miami, Treasury Management/Payment Processing, 444 SW 2nd Avenue, 6th Floor, Room 636-1, Miami, FL 33130. If you have any questions, please call (305) 416-1570. Please retain this page for your records. Page 2of5 City of Miami Prointer Corp 3030 SW 22 ST Miami FL 33145 07/08/2019 Folio Number: 01-4116-009-0265 Property Address: 3030 SW 22 ST Legal Description: 16 54 41 AMD MIAMI SUBURBAN AC PB 4-73 ALL OF LOTS 20 THRU 21 & LOTS 17 & 18 LESS N33.24FT LOT 19 LESS N35FT & LOT 22 LESS S10FT BLK 2 PER UNITY OF TITLE OR 28627-3008 LOT SIZE 39450 SQ FT FAU 01 4116 009 0260 OR 17393-2581 0996 5 Property Search Findings - Pending Liens Lien No. (Case Number) Description Address If you have any questions, please call (305) 416-1570. Please retain this page for your records. Page 3 of 5 City of Miami Prointer Corp 3030 SW 22 ST Miami FL 33145 07/08/2019 Folio Number: 01-4116-009-0265 Property Address: 3030 SW 22 ST Legal Description: 16 54 41 AMD MIAMI SUBURBAN AC PB 4-73 ALL OF LOTS 20 THRU 21 & LOTS 17 & 18 LESS N33.24FT LOT 19 LESS N35FT & LOT 22 LESS S10FT BLK 2 PER UNITY OF TITLE OR 28627-3008 LOT SIZE 39450 SQ FT FAU 01 4116 009 0260 OR 17393-2581 0996 5 Property Search Findings - Open Invoices Invoice Customer No. Lien No. Description Amount Due Sub -Total 0.00 If you have any questions, please call (305) 416-1570. Please retain this page for your records. Page 4of5 Violations Detail Report Violation: - Folio Number: 01-4116-009-0265 Property Address: 3027 SW 22 TER Contact: Unsafestructures@miamigov.com System CityView Case Number BB2018013369 Case Status Open Violation Desc Buildings or Structures that are Unsafe, Unsanitary, or Deficient, Constitute a Fire or Windstorm Hazard or are Otherwise Violation Status Open Code Section Chapter 8-5 of the Code of Miami -Dade Inspector AArafet Violation Date 26-JUN-2018 Date Issued 26-JUN-2018 Ticket Number Date Compliance Due 06-JUL-2018 Page 5 of 5 7/8/2019 https://secure35.ipayment.com/Miami/my/0/print_version.htm?_DOUBLESUBMIT_=uax1AZ6tj15CCRcgMIDJXLJ3xM2xhUHJBSu%2fba... Department of Finance Online Payments Receipt Your Reference Number: 2019189003-39 07/08/2019 9:55:09 AM Web_user TRANSACTIONS If you have a Transaction ID, please click here 2019189003-39-1 TRANS ID: 619050 BUSINESS NAME: COM Fee Payment FEE NAME: ESTOPPEL LETTER FEE Fee Payment FEE NAME: OPEN VIOLATIONS - HEARING BOARDS FEE Fee Payment FEE NAME: OPEN VIOLATIONS - FIRE FEE PAYMENT American Express Credit Sale CARD NUMBER 7034 LAST NAME: Brito 111111 II A i CE2019189003-39 hU $200.00 $100.00 $75.00 $25.00 TOTAL AMOUNT: $200.00 $200.00 https://secure35.1payment.com/Miami/my/0/print_version.htm?_DOUBLESUBMIT_=uax1AZ6tj15CCRcgMIDJXLJ3xM2xhUHJBSu%2fbaPRIBo%3d 1/1 iBuild Miami Search by Address, Process Number, Permit Number,Fi*411 Hi Erica LManage Application Reports Miscellaneous Payments Help Miscellaneous Financial Transaction General Information Permit Number: *Requestor Name: Address 1: Address 2: City: Email: James Williams FILE ID: 6179 with SURCHARGE State: Florida Zip: *Phone 1: ( 305 ) 789 - 7413 Phone 2: ) - Comments: Brito School/3030 SW 22nd St Coral Way NET (17) Owner (127) Folio Number: Last Updated By: RIVERSIDE\ELee Last Updated Date: Jul/08/2019 12:12 Financial Transaction Tx Created On Receipt Number Receipt Date Transaction Amount Print 618733 Jul/03/2019 15:58 2019189004-71 Jul/08/2019 14:31 Payment $6,652.50 Print Fee Category Fee Description Code Units Unit Code Fee Amount HEARING BOARDS - VARIANCE/EXCEPTION - OTHER USES MS-207 2 UNITS $3,000.00 APPLICATION/APPEAL HEARING BOARDS - PUBLIC PUBLIC HEARING - ADVERTISING MS-228 2 UNITS $3,000.00 HEARING HEARING BOARDS - PUBLIC PUBLIC HEARING - MEETING MAIL NOTICE - MS-241 1 HEARINGS $4.50 HEARING APPLICANT/APPEALLANT HEARING BOARDS - PUBLIC PUBLIC HEARING - LU POLICY 1.5.4 MS-226 17 NGH X HRGS $76.50 HEARING HEARING BOARDS - PUBLIC PUBLIC HEARING - MEETING MAIL NOTICE - NEIGHBORS MS-225 127 NGH X HRGS $571.50 HEARING COPYRIGHT © 2019 CITY OF MIAMI Best used with Internet Explorer 11 - Download I Download Acrobat Reader U User Working Online v.3.2019.710.1 Privacy Policy I Contact Us I Fee Guide Tag of MUTT BUILDING DEPARTMENT Transaction Statement Financial Transaction ID: 618733 Transaction Date: Jul 3 2019 3:58PM Permit Number: FEE SUMMARY James Williams FILE ID: 6179 with SURCHAF (305)789-7413 Fee Category Fee Code Fee Description Quantity Unit Type Amount HEARING BOARDS - APPLICATION/APPEAL MS-207 VARIANCE/EXCEPTION - OTHER USES 2.0000 UNITS $3,000.00 HEARING BOARDS - PUBLIC HEARING MS-228 PUBLIC HEARING - ADVERTISING 2.0000 UNITS $3,000.00 HEARING BOARDS - PUBLIC HEARING MS-241 PUBLIC HEARING - MEETING MAIL NOTICE - APPLICANT/APPEALLANT 1.0000 HEARINGS $4.50 HEARING BOARDS - PUBLIC HEARING MS-226 PUBLIC HEARING - LU POLICY 1.5.4 17.0000 NGH X HRGS $76.50 HEARING BOARDS - PUBLIC HEARING MS-225 PUBLIC HEARING - MEETING MAIL NOTICE - NEIGHBORS 127.0000 NGH X HRGS $571.50 Total: $6,652.50 Rev. Jul/02/2012 Generated on Jul/08/2019 12:12 PM